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BP-63791r ADDRESSES: ICON LEGACY CUSTOM MODULAR HOMES, LLC 246 SANDHILL RD. SELINSGROVE, PA 17870 570-374-3280 COMMONWEALTH OF MASSACHUSETTS CERTIFICATION A: 352 EXPIRATION DATE OF CURRENT CERTIFICATION: 4/30/12 THIRD PARTY INSPECTION AGENCY INFO:10H PFS CORPORATION 2877 SKATETOWN ROAD PH. 57 -784 83 17815 PH. 570-784-8396 /FAX 570-784-5961 COMM. OF MASSACHUSETTS AUTH p: 02 EXPIRATION OF CURRENT AUTHORIZATION: 4-30-12 BUILDING INFO: PROJECT NAME: RANCH, CAPE, AND TWO STORY SYSTEMS MODEL IDENTIFICATION: WILL PROVIDE WITH INDIVIDUAL SUBMISSION PROPOSED LOCATION: STATE WIDE USE GROUP/OCCUPANCY: R-3 / ONE & TWO FAMILY DWELLINGS CONSTRUCTION TYPE: VB - WOOD FRAME UNPROTECTED SQUARE FOOT AREA: 300 SF - 7,000 SF PER FLOOR ENCLOSED SPACE: - 2400 CF - 140,000 CF HEIGHT ABOVE GRADE: NUMBER OF STORIES: 1 - 2 STORIES WITH 12/12 ROOF. MEAN ROOF HEIGHT: 35' MAX OCCUPANT LOAD: 200 SF PER PERSON FIRE PROTECTION SYSTEM: PHOTO ELECTRIC SMOKE ALARMS AS PER STATE CODES CARBON MONOXIDE DETECTORS AS PER STATE CODES HEAT DETECTORS IN GARAGES FLAME SPREAD IS LESS THAN OR EQUAL TO 200 (CLASS III) FIRE SUPPRESSION SYSTEM: PROVIDED ONLY UPON INDIVIDUAL CUSTOMER REQUEST DESIGNED LIVE LOADS: WALLS WIND: 26.88 PSF MIN - 89.12 PSF MAX ROOF SNOW. 30-50 PSF (UNLESS OTHERWISE SPECIFIED) FLOORS: NON -SLEEPING AREAS - 40 PSF SLEEPING AREAS - 30 PSF CORRIDORS: N/A STAIRS: ao PSF BALCONIES 40 PSF SPECIAL USE CONDITIONS, BUILDING SETBACKS . ZONING REQUIREMENTS, AND FIRE RATINGS REQUIRED ARE THE PROVISIONS, LIMITATIONS: RESPONSIBILITY OF THE BUILDER/ DEVELOPER TWO UNITS MAY BE JOINED TOGETHER TO FORM A DUPLEX THE COMMON WALL OF A DUPLEX WILL BE OF ONE OR TWO HOUR RATED CONSTRUCTION AS REO. BY STATE CODES. BUILDINGS COVERED BY THIS SUBMITTAL SHALL NOT BE USED AS AN ADDITION TO ANOTHER BUILDING IF IT WILL DOWN GRADE THE CONSTRUCTION TYPE, OR REDUCE THE OPEN PERIMETER OR IN ANY WAY JEOPARDIZE LIFE SAFETY FEATURES OF THE EXISTING BUILDING. BUILDINGS COVERED BY THIS SUBMITTAL ARE LIMITED TO PLACEMENT IN SNOW LOAD ZONES 1 OR 2. MECHANICAL SYSTEMS: ELECTRIC BASEBOARD: 250 WATTS/FT PLANT INSTALLED. HOT WATER BASEBOARD: 550 WATTS/FT MIN W 180' deg. WATER ® 1 GPM. RADIATION INSTALLED, STUBBED THRU FLOOR, FIRST FLOOR INTERCONNECTED WHEN POSSIBLE. SYSTEM TO BE FINISHED ON SITE BY BUILDER TO ALL STATE AND LOCAL CODES FURNACES AND OR HEAT PUMPS TO BE INSTALLED ON -SITE ACCORDING To ALL STATE AND LOCAL CODES- VENTILATION: BATH FANS TO PROVIDE A MINIMUM AIR EXCHANGE OF 50 CFM OR LARGER KITCHEN RANGE EXHAUST FAN TO PROVIDE AN AIR EXCHANGE OF 100 CFM. RADON VENT COMPLYING WITH IRC APPENDIX F SHALL BE INSTALLED WHERE REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. ENERGY CODE COMPLIANCE: SEE ATTACHED MASS -CHECK FOR EACH INDIVIDUAL SUBMITTALS STATE BUILDING CODES: MASSACHUSETTS - - - MA SINGLE AND TWO-FAMILY DWELLING CODE (780 CMR)-BTH EDITION MA FUEL/GAS/PLUMBING CODE 2003 INTERNATIONAL MECHANICAL CODE W/ MA AMENDMENTS 2009 INTERNATIONAL ENERGY CONS. CODE W/ MA AMENDMENTS 2011 NATIONAL ELECTRICAL CODE W/ MA AMENDMENTS LABEL LOCATIONS: PFS & STATE LABELS & DATA PLATE ® KITCHEN SINK - PFS & STATE LABELS EA. MODULE SECONDARY CLOSET SET OR OTHER SPECIFIC PLAN DESIGNATED LOCATION RAWING RECEIVE® A*A "f`dtR 1 ° �.a h +C1p� A i f 3J f( r EC 2 V M 1a. 02 ❑off o a��N� o<4-, U a¢ g U¢ d>&-Mw n > ❑ Z z Gi �o y N Z k N a U ¢ W w < 3 a _ s4A 2 o 0 I--lu THESE DRAWNOS HAVE BEEN PREPAREDBYINCnacom) SHEET N DRAWING INDEX DWG DATE LAYER SHEET y DRAWING INDEX DWG DATE LAYER 1 COVER SHEET O6 14 11 / / CV 9C TYPICAL CAPE HOT WATER HEAT PLAN 03 14 O8 1HW 2.3 GENERAL NOTES 06/03/11 4PR 9D TYPICAL CAPE HOT WATER HEAT PLAN 03 14 08 1HW 9E TYPICAL TWO STORY HOT WATER HEAT PLAN 03/14/08 1HW 3 RANCH FLOOR PLANS 06/11/09 10 9F TYPICAL TWO STORY HOT WATER HEAT PLAN 03/14/08 1HW 3A RANCH FLOOR PLANS 06/11/09 10 10 TYPICAL RANCH HVAC LAYOUTS 04/06/11 3H 3B RANCH FLOOR PLANS (SINGLE WIDE) 06/11/09 20 10A TYPICAL RANCH HVAC LAYOUTS 04/06/11 3H 3C CAPE FLOOR PLANS O6/11/09 10 10 TYPICAL CAPE HVAC LAYOUT 04/06/11 3H 10C TYPICAL TWO STORY HVAC LAYOUT 04/06/11 3H 3D CAPE FLOOR PLANS 06/11/09 20 10D HVAC SECTIONS AND DETAILS 03/14/08 3H PFS, CORPORATION Approval Limited to Factory Built Portion Only State: Massachusetts Signature: Title: Staff Plan Reviewer Date: 7/11/11 3E TWO STORY FLOOR PLANS 06/11/09E2PR HVAC ISOMETRIC & NOTES 04 06 11 3H 3F TWO STORY FLOOR PLANS 06/11/09 1OF TYPICAL HEAT LOSS CALCULATIONS 02 08 10 3H TYPICAL HEAT LOSS CALCULATIONS 03/14/08 3H 3G FLOOR PLAN OPTIONS 06/11/09 TYPICAL HEAT LOSS CALCULATIONS 03/14/08 3H 4 TYPICAL KITCHEN LAYOUTS 03/14/08 11 TYPICAL RANCH DWV PLUMBING SCHEMATIC 06/03/11 1PU TYPICAL BATH LAYOUTS 04/06/11 11A TYPICAL RANCH SUPPLY PLUMBING SCHEMATIC 03 14 08 / / 1PLz 5 TYPICAL FOUNDATION PLAN 04/06/11 FD 11B TYPICAL CAPE DWV PLUMBING SCHEMATIC 06/03/11 1PU 5A TYPICAL FOUNDATION PLAN (SINGLE WIDE) 02/08/10 FD 11C TYPICAL CAPE SUPPLY PLUMBING SCHEMATIC 03/14/08 1PIL ,_. {� C k a Tr'{ g" ., e� - - third party opprovol stomp 5B FOUNDATION OPTIONS 02/08/10 7A 11D TYPICAL TWO STORY DWV PLUMBING SCHEMATIC 06/03/11 1PU 5C FOUNDATION DETAILS 04/06/11 FDB 11E TYPICAL TWO STORY SUPPLY PLUMBING SCHEMATIC 03/14/08 1PL 5DA FOUNDATION NOTES 06/03/11 BE 11F PLUMBING DETAILS 06/03/11 1PU 6 TYPICAL RANCH ELEVATIONS 04/06/11 1EV 11G PLUMBING DETAILS 03/14/08 1PL �P��OC�G�40�099 6A TYPICAL RANCH ELEVATIONS 04 O6 11 / / 2EV 11H PLUMBING NOTES 02 /08 10 / PLM THIS DOCUMENT AND THE HEREINSUBCCTI MATTER CONTAINED AND HEREIN IS PROPRIETARY AND ODUCED MAr HOT BE REWRITTEN WITHOUT THE MRITTEN PERMISSION OF 'Legacy Custom Modular HorrmLLG* 66 TYPICAL CAPE ELEVATIONS 02 /OS/1 O 1EV 12 TYPICAL RANCH CROSS SECTION 04 06 11 / / 1SE 6C TYPICAL CAPE ELEVATIONS 04/06/11 2EV 12A TYPICAL RANCH CROSS SECTION (SINGLE WIDE) 04/06/11 1SE 6D RESERVED 07/06/11 1EV 12B 1" OR "T" RANCH CROSS SECTION 04/06/11 1SE 6E TYPICAL TWO STORY ELEVATIONS 11 04 06 / / 2EV 12B.1 SPLIT LEVEL CROSS SECTION 04/06/11 1SE 6F.3 ELEVATION NOTES 06/03/11 12C TYPICAL CAPE CROSS SECTION 04/06/11 1SE ,. g . ,"'� ,• ; _,; ,,,,,,..., _; -.. , ' 't •�a41r sr rrM r. y, TP jlC` i i+. '_+x h� +/ + +"=-=+'`� ff ^."'�^'� t 1 A L ', ti I � - 1°L"�" `'� t.4 1 f} _ �� ja r• G iT: C, ht ( r t Duj i,T T ;, 1.d r!`=[I :.iUtE lJ1Y i �� j t �G 1..+�' -l� t .:, for state use only ��� OF �Ass9 <t% �� °y O MID E, G BILLINGSLEY V CIVIL - No. 47769 � NAL _ _ 06/29/11 architect seal ' �` � � o of � a_ Uj o � n 0 w m 6G ELEVATION OPTIONS 00/00/00 12D CAPE OPTIONS CROSS SECTION 10/13/10 1SE 6H VINYL/ALUMINUM SIDING DETAILS 06/14/11F2E 12E DORMER DETAILS 10/13/10 1SE 6H.1 WOOD LOG SIDING DETAILS 06/14/1112F TWO STORY CROSS SECTION 04/06/11 1SE 61 FLASHING DETAILS 02 04 1112F.1 / / 3-BOX TWO STORY CROSS SECTION 04 06 11 1SE 7.1 TYPICAL RANCH ELECTRICAL PLANS 06/11/0912G PORCH DETAILS 02 08 10 1SE 7A.1 TYPICAL RANCH ELECTRICAL PLANS 06/11/0912H SECTION DETAILS & CONNECTIONS 02 08 10 1SE 12H.1 RESERVED 02 OS 10 1SE 7B.1 TYPICAL RANCH ELECTRICAL PLANS SINGLE WIDE ( ) 06/11/09 1E 121 SECTION DETAILS & CONNECTIONS 04/06/11 1SE 7C.1 TYPICAL CAPE ELECTRICAL PLANS 06/11/09 2E 12J SECTION DETAILS & CONNECTIONS 02 08 10 1SE 7D.1 TYPICAL CAPE ELECTRICAL .PLANS 06/11/09 1E 12K SECTION DETAILS & CONNECTIONS 02 08 10 1SE 7E.1 TYPICAL TWO STORY ELECTRICAL PLANS 06/11/09 2E 12L ROOF OPTIONS 10/13/10 1 12M ROOF OPTIONS 02 08 10 1SE 7F.1 TYPICAL TWO STORY ELECTRICAL PLANS 06/11/09 3E 12N VAULT CONNECTIONS 90MPH 11 11 09 7G ELECTRICAL INFO AND DETAILS 06/03/11 1E 120 VAULT CONNECTIONS 120MPH 11 11 09 r Y w m T 7HA ELECTRICAL NOTES O4/O6/11 13 TYPICAL STAIR DETAILS 04/06/11 $ TYPICAL RANCH ELECTRICAL HEAT PLAN 03/14/08 1H 14.2 INSULATION SCHEDULE 04/06/11 8A TYPICAL RANCH ELECTRICAL HEAT PLAN 03/14/08 1H 15.3 DOOR & WINDOW SCHEDULE 04/06/11 SCH o > _ 5 u, W o F a o N - s o ` < a � 5 j z a a'^ a < ' a = 16 ACCESSIBLE DETAILS 04/06/11 $B TYPICAL RANCH ELECTRICAL HEAT PLAN 03 14 OS 1H 17 FIRE ASSEMBLY DETAILS 02 OS 10 F w Z � 8C TYPICAL CAPE ELECTRICAL HEAT PLAN 03/14/08 1H - 17A FIRE ASSEMBLY DETAILS 02 OS 710 8D TYPICAL CAPE ELECTRICAL HEAT PLAN 03/14/08 1H 17B.2 GARAGE FIRE ASSEMBLY DETAILS 06/03/11 8E TYPICAL TWO STORY ELECTRICAL HEAT PLAN 03/14/08 1H 18.3 FASTENING SCHEDULE 06/03/11 8F TYPICAL TWO STORY ELECTRICAL HEAT PLAN 03/14/08 1H 18A.3 FASTENING SCHEDULE 06/06/11 9 TYPICAL RANCH HOT WATER HEAT PLAN 03/14/08 1HW 9A TYPICAL RANCH HOT WATER HEAT PLAN 03/14/08 1HW 19.2 RANCH BRACED WALL PLAN 06 03 11 CD \ w ¢ \ 19A.2 RANCH BRACED WALL PLAN (SINGLE WIDE) 06/03/11ATER 96 TYPICAL RANCH HOT W1HW HEAT PLAN 03/14/08 198.2 CAPE BRACED WALL PLAN 06/03/11 DESIGN CRITERIA AVAIL. ROOF PITCHES: 3/12 TO 12/12 TRUSSES/RAFTERS: TOP CHORD LIVE LOAD = 30-50 PSF TOP CHORD DEAD LOAD = 10 PSF BOTTOM CHORD DEAD LOAD = 10 PSF BOTTOM CHORD LIVE LOAD = 10 PSF CEILING JOISTS: STORAGE - LIVE LOAD = 20 PSF DEAD LOAD = 10 PSF OR ACTUAL WEIGHT WIND LOAD: 90-100 MPH (3 SECOND GUST) EXPOSURES -B- & -C- PLANS IN EXCESS OF 100 MPH REQUIRE INDIVIDUAL WIND EVALUATION, BUILDER NOTES: 1. IT IS MANDATORY FOR THE BUILDER TO COMPLETE THIS HOME IN COMPLIANCE WITH ANY LOCAL OR STATE ENERGY CONSERVATION REQUIREMENTS. ADDITIONAL SITE WORK MAY INCLUDE BUT IS NOT LIMITED TO: a. FLOOR INSULATION - CRAWL SPACE b.FOUNDATION WALL INSULATION - BASEMENT/CRAWL C. PERIMETER INSULATION - SLABS d. INSULATION - PIPING AND DUCTWORK EXPOSED TO UNCONDITIONED SPACES MUST BE INSULATED TO WITHIN STATE AND LOCAL CODE REQUIREMENTS - 2. BUILDER IS RESPONSIBLE TO FILE THE REQUIRED CERTIFICATION FORMS WITH THE LOCAL ELECTRIC UTILITY PRIOR TO OBTAINING PERMANENT ELECTRIC 19C.2 TWO STORY BRACED WALL PLAN 06/03/11 19D.3 BRACED WALL NOTES 06 03 11 F � S � 0 n a 0 0 e o m O z U a z w Q 19E.2 SPECIAL BRACED WALL FASTENING 06 03 11 4PR 19F TRUSS TO BRACED WALL ATTACHMENT 05 13 10 19G WIND-BORNE DEBRIS PROTECTION 05 13 10 a .o m a 19H.1 ALTERNATE BRACED WALL METHODS 06/03/11 191 ALTERNATE BRACED WALL METHODS 66 03 11 FILE: TOTAL SHEETS INCLUDED 107 NOTICE: DRAWINGS ARE THE PROPERTY OF THE MANUFACTURER AND SHALL NOT WITHOUT AUTHORIZATION. DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL REFERENCE. AND NOTES SUPERSEDE ANY SUCH REFERENCE. WILL BE CONSIDERED A SUBCONTRACTOR IN ALL BUILDING PROJECTS COMPONENT TO A GENERAL CONTRACTOR OR BUILDER. NOTES WITH REFERENCE TO 'IN FIELD', 'ON SITE', OR 'BY BUILDER' ARE OF THE GENERAL CONTRACTOR. MODELS (PLANS HAVING THE SAME SPECIFIC ROOM ARRANGEMENT OR BE PREPARED FROM THESE DRAWINGS WITHOUT MODIFICATION, ADDITION TO CONFORM WITH THE CRITERIA FOR THE DESIGN OF THE RESIDENTIAL NOT EXCEED TWO STORIES IN HEIGHT BE REPRODUCED ALL DIMENSION SUPPLYING PERTAINING TO THE ARCHITECTURAL OR DELETION IN BUILDING CODE OR A S ANYSTYLE)SHEET AND SO.FT.:. 1. THESE COPIED 2. THE LINES 3. MANUFACTURER BUILDING 4. ALL RESPONSIBILITIES 5. DISCRETE SHALL MANNER. 6. BUILDINGS SHALL STATE: TYPE: MODEL: DRAWING: COVER COVER SHEET: A0 0114, N C)-r?-�" W p r- x�ro.1 Legacy Custom A Nz � — � Icon U) LLC �=xw IVIo dinar HomeS7 N�a 246 SAND HILL ROAD PA 17870 SVLINSGROVE, CoNUEGACY pHONE 570-374-3280 a 57 6_37 4-112 1� AI ONLEGACY-COIVI o y , , www LLC C ustom Modular Homes, r m TORY MODEL � Y m /-NuQA"7� TWD_ S w oN W 7 53CD00 Pite�M'o Factory Built Portion Only J J � �W O Approval L m Massa chusettsW� R.A. AND P.E. STAMP State ��CUiUa�` 7 Signature: eviewer Staff P►11/71�I1 Title: PAe� Date: �-M V n� S#????/0#3675 �A ono oho N OO (c)rcNn�Y ,�a'rri�d x>�pr-1 Del z d�wjCU U� dW. Wx3 �Q a o O° H� 52 79m� 1 0 Q 0 0 0 scmu !/ ORDER f m S#????/Oj'3675 .m �M FyF/ATION 2A � 1IOd0H'INOOI ANAM 'sn tpu, s-ld aVW ZZIJ-tL£ (OLO:Xdd D'PIS9WOHTI\ iflaolhwoLsnJ 08Z£-tL£ (OLS):gNOHd ) DDvog'1 I�TO�I OLKI dd `3AO'dOSNII'19S QVO'd'I IIH GNUS 9tz Y = '> Hf O ONA )I9 kdO1S OMl L8 3d1.1 (Hdrv) 033dSS ONIA (sm) avol LtLZ01Z 13S iIM3d lVtz/Ol ad d3AN l AS Uoz/Ol NOISIA3d 31t/4 z O H Q w I w a w cc ON 3VI83S ON H30HO lO1SId8 AiNfIOO M H1n0AldVO N IOdvd Z 10� t9�d an A�S3iI34 io3•oa a3rvoisro aJmffl LO N co 0 cam• c.. �gR c i� W I ,.i w d O CL E � �a m V s d ~ ° o aLL IL z LEFT SIDE ELEVATION RIGHT SIDE ELEVATION PFS Corporation Northeast Region APPROVED H Raup - 3 11/7/11 Approval limited to Factory Built Portion Q�o� O Q00NNU oZ- A��� zow�o �ZZZX Nwa 2 O v .ri z I o0 UN r m m z m Y U5-7/Ra f E VAMIOW SERIAL i/ ORDER + PAGE k AC l�PPROHD S#????/O#3675 2 BUILDER IS RESPONSIBLE TO PROVIDE ICON LEGACY C.M.H. WITH ANY LOCAL/STATE CODES OR AMENDMENTS THAT WILL EFFECT THE DESIGN AND CONSTRUCTION OF THE HOUSE. 60'-0" 44'-0" 21'-0" 37'-7Y" 3-2X6SPF f2 3-2XfiSPF f2 HEADER CLSPDR6068 HEADER 2 282 3-2X45PF 12 (2)3056 HEADER o W36121 "1 MM96 W2142 MIRE FOR MICRO W94 TRABH O O 15'-5Y 9'_0" BD21 O ® B15 COMPA Ej 5836 O I iV -'CATHEDRAL CEILING ­ GREAT ROOM 377.17 SOFT. of ROOM 30.17 LIGHT REQ'D. 15.09 VENT REQ'D. 80.40 LIGHT PROVD. 41.52 VENT PROVD. SUFFICIENT LIGHT & VENT PROVIDED_ DROPPED HEADER ------------- (2) 1 1/2"xtt 1/4• LVL (EACH SIDE) (3) 2x6 SPF f2 (3) 2x4 SPF 8'-0" � W-0" SITE ADDRESS: 8 BUDDY'S CROSSING DARTMOUTH, MA 02714 BRISTOL COUNTY 47'-0" 57'-0" TA PLATE, STATE 3-2X4SPF f2 3-2X4SPF /2 PFS LABEL LOC'N. HEADER 3056 HEADER 3056 3 KfrCHEN DINING ROOM BREAKFAST 191.87 SQ.FT. of ROOM 15.35 LIGHT REQ'D. NOOK BD3 36FE Bza B36 BWU(1B 7.67 VENT REQ'D. 08 SQ.FT. of ROOM 40.20 LIGHT PROV O. 114.20.76 VENT PROVD.9 4.13 LIGHT RVENT REQ'D. I SUFFICIENT LIGHT & VENT PROVIDED. 30.80 LIGHT PROVD. 11' OVERHANG 15.28 VENT PROVD. o UFFICIENT LIGHT & VENT PROVIDED. iwI IN v y I I I y n 17'-0' 3'-0" S-2' UIC302496 UC302496 3 2x4 SPF f2 W�SK W7FD� N 2)) 1 1/2"x9 1/4• LW (EACH SIDE) 2ND FLR FLR () �2) 1 1/2 x9 1/4 LVL (EACH SIDE) 1ST FUR CLG _ OMIT DRYWALL 2/6 5/0 DROPPED HEADER HOLD GYP ON CLG. ---M Im V-11• BACK EACH SIDE _ ( 452430 o ------ (2) 2x4 SPF f2 (2) 2x6 SPF 12 N PAN. PFS LABEL ! 1 --.--.------------.-------- I\ /J 54/44" 2'-10" 3'-lY" v------------ LNING ROOM NI BATH t3 S-6" 191.87 SQ.FT. of ROOM A 15.35 LIGHT REQ'D. OFFICE ABOVE TO ='ii' 7.67 VENT REQ'D. AeovE� 11,1 26.80 LIGHT PROVD. 143.51 SQ.FT. of ROOM veD3s DYER ui a 13,84 VENT PROVD.°n 11.48 LIGHT REQ'D. -�°j �'I� SUFFICIENT LIGHT & VENT PROVIDED. 0 5.74 VENT REQ'D. a'll' IIII ) PREPLACE AND z 26.80 LIGHT PROVO. FLUE BY ICON 13.84 VENT PROVD. 4 SUFFICIENT LIGHT & VENT PROVIDED. 15-0" 10" ` 11'-92" I 15' 0" a I 3/0 3-2X65PF 12 HEADER 3356 3056 •TEMPERED' 3056 3056 -HEADER f2 3-2X45PF f2 3-HEADER 12 3-2X45PF f2 20'-4' HEADER 27 -8 HEADER I 38'J 48'-4" HEADER 55 -8" HEADER NOTES: 1. 2x6 EXTERIOR WALLS @ 16" O.C. 2. 2x4 MARRIAGE WALLS @ 16" O.C. 3. 8'-0" CEILING HEIGHT 4. MW CLASSIC MODULAR DOUBLE HUNG WINDOWS 5. 117,000 TOTAL BTU HEAT LOSS 6. 7/12 NON -STORAGE RAFTER @ 16" O.C. 7. R-30 REQUIRED IN FLOOR ON -SITE TO COMPLY WITH 2O09 IECC MA SINGLE & TWO-FAMILY DWELLING CODE (780 CMR) 8TH EDITION MA FUEL/GAS/PLUMBING CODE 2009 INTERNATIONAL MECHANICAL CODE W/ AMENDMENTS 2011 NATIONAL ELECTRICAL CODE W/ MA AMENDMENTS 2009 INTERNATIONAL ENERGY CONS. CODE W/ MA AMENDMENTS WAS E- S >_ `EE, m I— Uj z cn O_ � w d O PFS CorporationElf O 2 Northeast Region N APPROVED = w J � H Raup - 3 �`� O m 90 R4 i ww Q.�; o¢ �o om Ro !c Approval limited to Factory Built Portion 1,�SF,ROM� STRIAE i/ ORDER A PAGE R S#????/0#3675 3A r- — — — — — — — — — — — — — — — — — — — — — — — — — — — I 1 I I I I L--------------------------- I I I I I I I I --------------------------- 6'-0" 22'-2" 26'-11" 44'-0" 3-2X4SPF /2 3-2%45Po /2 ^` n c 3-2X45PF (2 HEADER "TEMPERED' urenra 9a�tn 'TEMPERED' (2120210 3056 3006 3-2%4SPF j2 3-2X4SPF j2 3-2%45PF /2 20'-4" HEADER 2T-8" HEADER 36'-O" HEADER 16'-0" 12'-0" 1 f o � A 0 Cn ,� U �a4 xo�oa A� nz �c7ui"o NwxW3 U, .a � o Wmt l � 3 o� UN r m m z Y = m 0 LLI i Ck z o w Ln cf) I-- > w cn :2t ow� 0- CD I- \ \ Q N N I I IU1 cv o I o 314SPF /2 55'-8" HEADER PFS Corporation Northeast Region APPROVED H Raup - 3 11/7/11 Approval limited to Factory Built Portion 4AlAl j/ ORDER / I PAGE k 116 TR➢111C NAS Pml IXIFACIED ntW A4 MPRUQfO S#????/0#3675 M STORY FLOOR PLAIN M Y�iO� I�F�JH INO�I MMA1 ZZTT-17L£ (OLO:XVJ 08Z£ 7L£ (0L9) :HNOHd OL8LT dd `HAONDSNPIHS QVoxTTIxaNVs9bz sn ynm lurid a�¢yQ O'P[SHWOHTIt' MOW WOLSfIJ 'kovoa I -O - N I J, o1S oml (HdW) 033 oM dN LtLZo2 Hf8 13S Dgd3d ll/bZ/OL 8NA ilS IVoZ/ol l o NOISIA38 ]Iva OVO3 SLy�:ffu 13S ON 830W lolSld8 uN wO H1nowUva uM � d Z 101 t9 db' ss3aaav J 11S3�13a 103POa a3WOlsno �V�noow on a3mine Lo N Cr O C O = O = ._ M $ o L W (D 0 O CL 0 3 L ii= m m IL G. o a aLL z F U CC U H J zc zc J Cn li � p I N O K Z � Q — Z H Ncn W J (n (n C J O O Q U = } Z im m J m p d L U 7:) Z U Y W LJ C— � p � U O ¢ < W ¢ m o °' Cn m J Ofw Q S N ¢ Cr U7 w I O Cn O CD [if LZI Q N ¢ Cie O p C1¢Y Uw O C§ CL 0 O (w! 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ATTIC--_ ________________ _, CHASE ----------, — W TO 15T FLR T ___ - --- ACD PE I P QCJN I _� ,P - - - -- 1 I uu + > I - � WIRE & BRACEDIBOX FOR THE 01 /� i i I Ilii BUILDER'S FANLIGHT ` a O vi CAI o� WIRE & BRACEDIBO% FOR THE ®� BUILDER'S 0AN/IJGHT •� -- J H — — \` V 1 2 L¢�¢�or JoN — — — — — — — — — — — — — — — — Q J O PFS Corporation Northeast Region APPROVED H Raup - 3 11/7/11 Approval limited to Factory Built Portion M STORY ELECTRICAL SERIAL I/ MDM i PAGE R IQ11 I IPPR�TID 9 S#1481/0#3675 4B NOTE A: TOTAL (5)1 1 /2" X 51/ 2" L. V. L. TOP PLATES AND BOTTOM PLATE CONTINUOUS ACROSS OPEN TO ABOVE AREA. LAP W/ FRAMING AT ENDS FOR HORIZONTAL BEARING 1ST LEVEL ENDWALL (GREA ROOM) BUILDER INSTALLED FOUNDATION HOLD DOWN 1ST LEVEL ENDWALL (DINING / LIVING ROOM) 1ST LEVEL SIDEWALL FROM FOUNDATION TO STUDS > 6073 LBS. T D. S. B. SHEATH' 7 7 [SUGGESTED USE STAD14RJ OR EQUAL I tl2' DRYWALL 7 6' O. S. B.SHEATHING-`�117I11ryIIr�,-1/16' 0. S. B. SHEATHING - 6'0. S. B. SHEATHING-__- DRYWALL ]%61$PF g1/62)WALL 2X6(SPF#BQ)WAU. -DRYWALL 4%615PF NIp21 WALL _'Iryyl IIIII�/2 EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR T INTERIOR O1 V16"0. S. B. EXTERIOR(BLOCKED)w/ 1/Y GYPSUM WALLBOARD INTERIOR. 2 S. B. EXTERIOR(BLOCKED)w/ 711T O. S. B. INTERIOR. FASTEN 3 O VI6' O. S. B. ELL XTERIOR(BLOCKED) W In- GYPSUM WABOARDPTERIOR. FASTEN O.S.B. WITH NAILS @2.O. C. FRAMING AT PANEL EDGES O.S.B.WITH BG NAILS@ 3-0. C. I GYPSUMON INTERIOR. FASTEN FASTEN O-S.B.WITHW NAILS@ WO. C.OR I6GA. STAPLES, I VLG.@ TO BE 3' NOMINAL OR WIDER AND NAIL SHALL BE STAGGERED. FASTEN GYPSUM W/ W NAILS @ 7- O.C. EDGE 110' INTERMEDIATE 3' O.C. PER THE ESR-1539 (JULY 1. 20D9). FASTEN GYPSUM W/ GYPSUM W/ SB NAILS @ T O.C. EDGE / IV INTERMEDIATE M NAILS @ T O.C. 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STORAGE 7/12 - 27-4" WIDE - 30#GSL - 16" O.C. STORAGE A PFS Corporation Northeast Region APPROVED H Raup - 3 11/7/11 Approval limited to Factory Built Portion O o rq V _rN M aaM�¢ xo�o� A0�..Vz 0 c,zz< . a w N W U� Q w a W x z Q 3 Q a. 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W a ° aU- Z fZ vJ m 'J^ v / co I /0 \ L5L L O r- r CV r � r RIDGE BEAM NAILING DETAIL MOD. TO MOD. I6tl NAILS -FOR QUANITp CEILING BEAM CONNECTION DETAIL SEE ADDITIONAL PAGE FOR RAFTER FASETNING Yi USS 16oTOP N6TALLED PLATE, 24 RIDGE BOARD 'AG .DNT INSTENAI``ED o e' D. c IPLATE�TOAPLATEJ ff"�A TTTNMiSAP, APPROVED SYSTEMS (a(ATE To siu`o)-- N� Ed NAILS SEE 2v2 LEDGER - �`�P�DRi$ ...II FOR QUPNI'T D 5 D'D G'IE ,V N FACTORY INSTALLED /15 ®60Ip USP RT16A (OR EEJpIuAL CONNECTION OF SAB LDS.) 12 16 GA STAPIES SEE APPROVED SYSTEMS FOR QUANITY GUSSET PLATE ` NAILING DETAIL iRUSSO BOTTOM CHORDTO TOP PLATE (14) 3/8'A- LAG SCREW ALTERNATING SIDES ON SIZE / MOD. TO MOD. FLR & CLG GIRDER CONNECTION DETAIL (19) 3/8%6' LAG SCREW Al TERNADNG SIDES ON SITE EQUALLY SPACE 2v2 LEDGER ON -SITE POST MOD. TO MOD. FLOOR GIRDER CONNECTION DETAIL I. 6(AIPD f,G��p�EfEP nr�� IV N56 .. A7 IPLDS¢ • 5 od �y(I W . D Fl,P $1 ILA A7 R BFAACTORY®NB OG (BOTTOM PLATE TO PERIMETER) (/) �1 I ry p LL p 22CGARG IN SAI RAP X 1 1/2"W X 13" W 12-16 GA. STAPLES EACL1 HALF ppR ATTACH SHEATHING W/I�((2 ROWS OF 16 GA. STAPLES - w L w 0 2 0. C. (OR EQUAL CONNEC110N OF 5�8 1B5.) a_ I IIRI�pI III p .I IA�'7 AI IN A 0� 2ND LEVEL ENDWALL - SITE INSTALLED 16d I Ay �I. DD56 S"PRDn' NAILS TOENAILED 0 6" O.C. AROUND PERIMETER 2ND LEVEL SIDEWALL - SITE INSTALLED 16d i 1 �� pG R1D 0 Ly�E$1�2 p6{ D� NAILS TOENAILED 0 14" D.C. AROUND PERIMETER STANDARD STRAPPING DETAIL - w 8dpll ,D9E OG ~ Q OCV N SDD l$ O \ O \ O -ja TIP iy� �6d II II o i [� ICD '------- - - -- w � - - - DETAIL •A• � I � �o co AR£ 0ttromxcNEMNLTIa Y.-auo scB v I I d ao�:� ER p Is•wm Low c.AN aw v1a aaa rvuETm i 16" O. C. j ' u.NT LM nIa aAxc IvacRrt �-' I I FASTEN SECOND LEVEL CORNER STUDS WITH —p L tm (2) ROWS OF 16d COMMON NAILS @ 16" O. C. OR Q m _ _ I USE(6)1/4 ' DIA. LAG SCREWS EQUALLY SPACED L� r I I OR USE (6) 3/8" DIA. LAG SCREWS EQUALLY SPACED Q �5���� I I FASTEN FIRST LEVEL CORNER STUDS WITH J 15 L wSSALLED, 1 /� 3p X 3' I cwE Do ttTo NmR rwuETw I (2) ROWS OF 16d COMMON NAILS @ 4' O. C. OR 15w MIIN. OENBCEDVENT I I USE (37) 1/4" CIA. TAG SCREWS EQUALLY SPACED Z OR USE (29) 318" DIA. LAG SCREWS EQUALLY SPACED �I72T LESS . 1V/ "3DIX 3' I I W FACTORY INSTALLED L J V STRAP SILL PLATEMTQ WALL yY T) 22 GA. tl NPIL 0 8 CC 2 q — — — — — — — — — — — — — GAL. STRAP % 1 1/2 W % 12 / 2B - - `BOTTOM PLATE TO PERIMETER) 16 GA. STAPLES EACH HALF CR EQUAL CONNECTION OF 1290 GS.) ZFZACTORY INSTALLED I. / ANCHOR BOLT DETAIL EAC�iANALFo RTATTACHI SH/EAmING W/ !21 ROWS OGAI6SGA. STAPLES ®2 0. C. `OR EQUAL CONNECTION F 8 LDS.) STANDARD STRAPPING DETAIL 1ST LEVEE END�IALL - SITE INSTALLED 16d NAILS TOENMLLD 0 2 O.C. AROUND PERIMETER OR ESP MI 0 9' 0. C. IS i LEVEL SIDEY(Aa - SITE INSTALLED I6d NAILS TOENNIIED 0 i6 O.C. AROUND PERIMETER C-) Q <� CV � } O Y _J c o W C D CJ O L ji CD wC! IO LEJ 5CD �o oQ =0 0000 �O SHEAMALL FAS"TIBM R)EfALS SERIAL // ORDER i PACE k MNDNC 'ERA' C11R iPER AN APPRA1fD - ia aR PER Ipo6a ArPRw �� S#????/0#3675 7B 1 1/2" TUB OVERFLOW VENT DRAIN 1 1/2" FINISHED FLOOR TUB DRAI 1 1/2" TRA TUB/SHOWER —DRAIN STANDPIPE 1811 MIN. 1" SHOWER 42" MAX: " LONG TURN DRAIN--� 2 LONG TURN 1/8 BEND 'ISAN. TEE 3" VENT FROM 2" TRAP FINISHED DRAINS TO 1ST FLOOR 3" MAIN VENT & W.C. VENT DBL. DBL. BRANCH VENTS SAN�TEE AS REQUIRED 2" VENT FOR FUTURE BASE- SAN. MENT FIXTURES TEE FINISHED FLOOR WATER CLOSET AND MAIN VENT --2" VENT 1 1/2" VENT ° `' - �rl U' Ql O M N O VANITY 1 1/2" u =wo w o DRAIN z o .., �zo< FINISHED FLOOR ----SAN. TEE FINISHED FLOOR FLOOR �� NON —HAZARDOUS LOCATION WASHERM�ATER HEATER PAN USED WHEN CRAWL THRU ROOF 2" TRA SPACE OR USED WHEN EITHER IS INSTALLED CLOTHES WASHER ON 2ND FLOOR SHOWER 3/4" DISHWASHER DRAIN LOOPED HIGH AND 1 1/2" VENT SECURELY FASTENED TO COUNTER OR WALL OR AIR GAP GARBAGE NK DRAINS ` DISPOSAL 1742' 2"AIR GAP DISH— SAN. TE WASHER 2" P—TRAPAIR GAP FINISHED DISHWASHER. FITTING FL00 DRAIN LINE WYE—BRANCH AP FITTING KITCHEN SINK/DISHWASHER/DISPOSAL KITCHEN SMK/DE M/ASFER DETAIL VENT EXTENSION - PIPE INCREASER REDUCER (OCCURS MIN 12" BELOW ROOF FROST CLOSURE AN AIR ADMITTANCE VALVE MAY BE USED IF THE ISLAND SINK DOES NOT DRAIN INTO A VENTED LINE NOT PERMITTED IN NJ) NOT PERMITTED IN MA) THE VENT PIPE FROM A FIXTURE DRAIN, EXCEPT WATER CLOSETS FINISHED FLOOR a 1TRA" P w ' k x r I T BATHROOM VANITY u INSTALLATION AND WEATHERPROOFING PER MANUFACTURERS INSTRUCTIONS 1146 DOCUMENT AND DE RIRI,EOT MATTER OOMWKD IEREIN IS PROPRIETARY W WAY NOT EE REPRODUPED 3" VENT "�, OE'Tro •Epa y D.ae Mudlor IMepp, lil:• 12" MINIMUM co VENT THRU ROOF DETAIL Q w W CO DM i3 AND SIMILAR SIPHONIC FIXTURES, SHALL NOT CONNECT BELOW THE TOP WEIR OF THE TRAP. THE VENT PIPE MAY BE CONNECTED AT A LOWER ELEVATION IF THE FOLLOWING ARE MET: "A" TRAP 1. THE VERTICAL SECTION OF THE DRAIN PIPE SHALL INLET SIZE BE AT LEAST ONE PIPE SIZE LARGER THAN THE TRAP "C" VERTICAL LEG INLET SIZE. 2. THE HORIZONTAL PIPE CONNECTED TO THE TRAP OUTLET SHALL BE AT LEAST TWO PIPE DIAMETERS LONG. 3. THE DEVELOPED LENGTH OF THE TRAP ARM SHALL NOT EXCEED THE VALUES STATED IN THE APPLICABLE PLUMBING CODES. CONNECTION VENTED LINE "A" — TRAP SIZE PER ALL APPLICABLE PLUMBING CODES TO VENT "D" "B" — TRAP ARM LENGTHS: 1 1/4" TRAP — X-6" 1 1/2" TRAP — 5-0" 3" TRAP — 10'-0" 4" TRAP — 12'-0" "C" — SIZE IS ONE SIZE LARGE THAN TRAP SIZE `D" — DISTANCE FROM CROWN WEIR AND VENT CONNECTION ACCORDING TO MAX. DISTANCE OF VENT FROM FIXTURE TRAP plate PFS Corporation Northeast Region APPROVED H Raup - 3 11/7/11 Approval limited to Factory Built Portion TYPE: PLUMBING DETAILS 8A �l-I °�FI1°I^PAW mJ IVOJ'AJYO3'1NOJI'MMN zzl XV-4 �, DISL1 Yd 3AOOC6N 1, "x avOH-T11H O.Vvs Bbd DV03-LMNOJ "" D'7-1 'sacuoH Jalnpow DT cuo4sno rioeSa i _ u031 ca e HUM. 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Z N H o zON = w " I fn F- Zw �`� roWzz z z z �, M > w a W Ow � d .-.Z G Q J J p 0 O J H o aw �O7< a N < Ki z W WW j Z U z Z z F r w N m F- J I V) W W O d Q \ z l �F a<� o ~o O oo z0 p J Q��'ii'1I1 20 Z x O - z w z Z3 HZ DO' m m m z W Y IM m W� pO < a=i < = J wo I ¢� J \�tZ N z Ow mZ 10 �00 \mO oZ r p U' J . zaOi3w>JO ?~ 0w IM < QIYQv¢.. ¢0K- Ul � o mz I.-- _ � Q wz F- Fw Z woad W ¢ ? < z N < vS) Fr K a. (_ z Z W N -Xb'W at, W !CL '� ¢ awo z o= FXZ f � .w=- m oJLu F 3in m 'NIW .8l Z y� LLI V) �a a m v) Q fA O > l� � V � P N tG n pC ' IT <WM OJO^JF-L rF-- �O0~� _.4ffa X 06 Of TT Q PO H V)\J uj U 02Z'w H y W Q m O Z � J \0 W J V1 =0 r F0 m WN ZLI_ WW ~ �0 m wa ¢ ¢0¢Z'Z r-Z 3v wm o0 (N O W `r Z z V) \ ur Q 0 - i dl w m � Z Z_ a4..I ww >0 X0 Of ? m M w 0 <' F2 0L) ¢ NCO F- LLJ �F ~ ¢W ¢F' d 03 -1 Im J vJ N LfO 0� PLUMBING NOTES: 23. ALL TRAP ARMS MUST BE SUPPORTED WITH J" MINIMUM BEARING.(MA ONLY) 1. ALL PLUMBING CONSTRUCTION AND MATERIAL BELOW THE MODULAR FLOOR AND BETWEEN FLOORS IS THE RESPONSIBILITY OF THE BUILDER/CONSTRACTOR AND IS TO BE DONE IN ACCORDANCE W/STATE AND LOCAL 24. ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS IN ACCORDANCE WITH APPLICABLE PLUMBING CODES. CODES. 25. TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET. MAXIMUM VERTICAL DROP FROM 2. CONCEALED PIPING IN UNHEATED AREAS, INCLUDING OUTSIDE WALLS, SHALL BE PROTECTED AGAINST FIXTURE OUTLET TO TRAP WEIR IS 24". FREEZING IN PLANT. PIPING SHALL BE KEPT OUT OF UNHEATED AREAS WHERE POSSIBLE. 26. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS, CLEANOUTS OR SLIPJOINTS. ACCESSIBLE TRAPS SHALL BE 3. ALL WASTE AND VENT LINES IN MODULES ARE ADS OR PVC PIPE. ALL SUPPLY LINES IN MODULES ARE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENING SIZED THE SAME AS THE TRAP. COPPER, PEX, OR CPVC. 27. MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE 4. PITCH ON HORIZONTAL WASTE LINES IS �" PER FOOT FOR 3" DIAMETER PIPE AND LARGER, J" PER FOOT PLUMBING CODES. FOR LESS THAN 3" DIAMETER PIPE. 28. PLASTIC PIPING SHALL BE PROTECTED WITH 16" STEEL PLATE WHEN PIPE PASSES THROUGH WOOD MEMBERS 5. WASTE LINES: INSTALL WYE WITH CLEANOUT PRIOR TO EXITING WALL FOR CONNECTION TO DISPOSAL LESS THAN 1 j" FROM EDGE OF MEMBER. SYSTEM. 4" MINIMUM WASTE LINE TO SEPTIC (BY BUILDER IN FIELD). 29. FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN 10 PIPE DIAMETERS 6. WASHER SHALL HAVE MINIMUM 2" TRAP. DOWNSTREAM OF STACK BASE AND NOT CONNECT INTO SECOND FLOOR DRAIN STACK. 7. REMOVABLE TRAPS UNDER ALL SINKS TO PROVIDE CLEANOUT ACCESS. 30. POTABLE WATER SYSTEM SHALL BE DISINFECTED ON SITE BY BUILDER IN ACCORDANCE WITH APPLICABLE STATE PLUMBING CODES. 8. GARBAGE DISPOSAL MUST HAVE SEPARATE TRAP. DISHWASHER CANNOT DISCHARGE INTO GARBAGE DISPOSAL. 31. ISLAND FIXTURE VENTING SHALL NOT BE PERMITTED FOR FIXTURES OTHER THAN SINKS AND LAVATURES.. (SEE ISLAND DETAILS). 9. KITCHEN SINK SHALL HAVE 2" DRAIN WHEN A GARBAGE DISPOSAL OR DISHWASHER ARE CONNECTED. 32. ANTI -SIPHONING DEVICE, VACUUM BREAKDERS, AND AIR GAPS: FOR WATER DISTRICTUION SYSTEMS 10. HORI'ZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE 45' "PROTECTION OF POTABLE WATER SUPPLY". WYES, LONG SWEEP 90' ELBOWS, LONG SEEP TY'S, 6TH, 8TH, OR 16TH BENDS, APPROVED COMBINATIONS OF 32.1. WATER HEATER LOCATED AT OR ON LIVING SPACE LEVEL MUST HAVE AN ANTI -SIPHONING DEVICE THESE OR EQUIVALENT LONG SWEEP FITTINGS. SHORT SWEEPS ARE PERMITTED IN SINGLE BRANCH INSTALLED. HORIZONTAL TO VERTICAL CHANGES IN DIRECTION ON 3" PIPE AND LARGER. 32.2. CLOTHES WASHER MUST HAVE AN ANTI -SIPHONING DEVICE INSTALLED (IF NOT BUILT INTO THE APPLIANCE). 11. ALL (HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6" ABOVE THE FLOOD LEVEL OF 33. WATER HAMMER ARRESTORS SHALL BE INSTALLED WHERE QUICK CLOSING VALVES ARE UTLIZED. (I.E. THE (HIGHEST FIXTURE IN THAT BRANCH. WASHING MACHINES AND DISHWASHERS). 12. PVC-DWV PIPE SUPPORTS: AT BRANCHES, CHANGES IN DIRECTION, AND AT THE BASE, EACH FLOOR AND MID STORY (VERTICAL) MAXIMUM EVERY 4'-0" AT THE END OF BRANCHES,AND CHANGE OF DIRECTIONS OR ELEVATION, 13. PIPE PENETRATING FIRE RATED ASSEMBLIES INCLUDING FLOOR/CEILING SHALL BE FIRE STOPPED WHERE REQUIRED BY ALL CODES WITH MATERIAL EQUIVALENT TO CONSTRUCTION THROUGH WHICH IT PENENTRATES • AND [BE SUITABLE TO PIPE MATERIAL, OR USE METAL PIPE FROM A MINIMUM OF ABOVE THE FIRE RATED ASSNBLY AND DOWN. 14. FIRE STOPPING SHALL BE PROVIDED AND VERIFIED BEFORE IT IS COVERED OR CONCEALED IN THE CONSTRUCTION PROCESS. 15. ANY STRUCTURAL MEMBER SUBJECT TO HOLE DRILLING, CUTTING, OR NOTHCING SHALL BE LEFT IN A SAFE STRUJCTURAL CONDITIION BY BEING REINFORCED, REPAIRED, OR REPLACED IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE CODE. 16. FIELD INSTALLED (ON -SITE) PIPING SHALL BE APPROVED BY THE LOCAL BUILDING CODE ENFORCEMENT OFFICER. PIPING SHALL BE FIELD TESTED FOR LEAKS. 17. BATH TUBS, INCLUDING GARDEN TUBS, HYDRO -MASSAGE, AND HOT TUBS SHALL HAVE A 1 �" MIN OVERFLOW. 18. JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT FLOORS, WALLS, & COUNTERTOPS. 19. EACH FIXTURE SHALL BE INDIVIDUALLY DIRECT OR WET VENTED. 20. EACHI DWELLING UNIT SHALL HAVE ONE MAIN 3" STACK FROM BUILDING DRAIN. 21. ALL VENTS THROUGH ROOF TO BE 3" MIN DIAMETER AND SHALL TERMINATE 12" ABOVE THE ROOF. 22. BASE'MENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2" VENT TO BASEMENT STUBBED BELOW THE FIRST FLOOR, THEN CAPPED AND LABELED. BASEMENT VENT MAY BE DELETED WHEN CLOTHES WASHER IS ON THE FIRST OR SECOND FLOOR. state PFS Corporation Northeast Region APPROVED H Raup - 3 11/7/11 Approval limited to Factory Built Portion Q m ry N O L) v :KJm�> u o 1=;om� &n,z N z jw SDP ¢.zee_ .7 .�z0k r) r "U Ld 24 O i U THIS DOCWMENT AND THE SUBJECT MATTER CONTAINED HEREIN 15 VPROPRIETARY AND MAY NOT, BE REPRODUCED WITHOUTT THE WRITTEN PEP2MISSION OF 'Icon -!Legacy Custom Modulu5r Homes, LUC." U) 0 z U cn D_ W H- w cn N � o 0 7 U m FILE: SQ.FT.: STATE: TYPE: MODEL: PLI�MBING NOTES SHEET: lyJ� (^ i'(lJ' ATE: MASSACHUSETTS 4753 WINDOW AND DOOR BTU/H LOSS 3664 WALL BTU/H LOSS 2467 CEILING BIIU/H LOSS 0 FLOOR BTU-/H LOSS 37035 INFILTRATION BTU/H LOSS 47919 TOTAL BTU H LOSS 14040 TOTAL WALL LOSS 56 FT. RADIATION 87 FT. HWBB I I I I I I — — J PFS Corporation Northeast Region APPROVED H Raup - 3 11 /7/11 Approval limited to Factory Built Portion o � Camp O cNv U M r � N aam�rd �W..rriC7 xO� Q�..vzo..a z �04 Nwaw� U= dW C7 0 7 iL z 0 U� ME N" � I�J��wQ ��c� �o oQ ,o o2 r 0 2ND STORY NEAT PLAN ux SEniu I/ MDER If PAGE k oaPi� 9 S#????/0#3675 o� 0 poromc 0 C4 d v T" U 0 A°�z z�w �o dC/)z� �z Aw cvWP..� V) d C7 � c. z ... � o m 1=1 k z z w to to w Q w DOOR AND WINDOW SCHEDULE �._..... �....�._ ��_—__- WINDOW ROUGH OPENING LIGHT VENT AREA U-FACTOR QUA NITY 38 3/8" X 69 5/8" 13 6 MW CLASSIC NBDH 3056 9 18.5 0.33 13 Q m.�...�._. �__�............�. �...w..... - _ ..... _� .�..� .....�.....�._..._...: ._ ... _.... .. ........CD t 0 0 0 MW CLASSIC TVBDH 3056-2 76 3/4" X69 5/8" - ' 27„ 3 138 371 33 A.�....�.........w� ..�.� w�_��....�..��..� �me.........��.�..�� �..m� �w ......� . ��..r...v ��....... �ti.......P� � Mm��.............� ��..�..�.�v..���....�..ti...�� .v. �... _�.. 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MW CLASSIC NBDH 24210 30 3/8" X 37 5/8tl ..w.. 4.8 2 365 7 9 0 33 ���.._ �� �__w 1�_..Ln �.. .........,.��.........�w._�_.._._.__........_..v_.................�..__................ _........._ _�._.��..�_. ,.....__...�....... ��..�.�..�.._W.............._� .. .. . ��...w. ... e_..�_.....w .._ _. - .__ _...._ ...w _ .... _.._....__...�.�.�u_ .....__ ............ ao w� MW CLASSIC TV 2O210-2 52 3/4" X 37 5/8'' 8 4.2 13.8 0 33 1 __. . m....u. 1..�................_..._._..... � - ���..�_._ . �._..�_._ �- . . �.. _.a . �.�.w A.� a 18 1 MW CLASSIC TVBDH28210 2 68 3/4 X 37 5/8® 11.2 �_. �..56 �..e _ ._..� ,. ..�.. _ .�..033�.... �...... _- ��.... ti �. �_...� I� tl ll��..... 29.3 _ 0.33��� 1 I MW CLASSIC TVBDH 5040-PTR i 60 X 813/4 16.2 0 ...�...�.....w........._,�.. ��. _ , �.... ..� .....�...._....� .._......,u� w........... .- ��....,................_...........�...... ........................��...........w.....� .w w..............�_�.,.�......��..........�.. ..... w..........��.v.............�................m.��......... ti�....... �..�, �......�.......m��..... �.............. ...� ,..........................._ r J Q ..........�.... ...........r................,....o...............:..a.�..............«,..............,.:.-.,.. .:...W....... ......x..�....�...,...r..................a.....r ....�........ ......... �^^ ti L� ran DOORS ROUGH OPENING LIGHT VENT AREA U-FACTOR QUANITY o 3 0 DOOR w Dbl. 12" Sidelites 641/2" x 821/2" 6.8 19.3 39.8 1 CLSPDR 6068 SLIDER 751/2 X 821/2 19.56 38.6 43.1 0.25 1 Q i N PFS Corporation � >- OJ Northeast Region o ��' 10 `� ` � r` r APPROVED - 6,w w� Q z� �M ar H Raup - 3 5� o �Qo m -�o ulc 1 nIn Approval limited to Factory Built Por!!22J DOOR AND WND0%W SCHEDULE nta pweic xis emi mau J/ MKR i rAM k ' FXIR�ChO fFW. AN MPRbrID •/�/ -/�/ -//� -/�/ - - Mhyc OR PhN MOOR MPROV / / / / S# .. , . /0#3675 10A GENERAL NOTES: 1. MODULES, & COMPLETE HOUSE MAY VARY IN SIZE. 10 TO 16 FEET IN WIDTH AND 10 TO 76 FEET IN LENGTH, AND NOT MORE THAN 2 STORIES IN HEIGHT ABOVE GRADE. MODULES MAY BE FLIPPED, MIRRORED, OR ROTATED IN ANY DIRECTION. (SEE INDIVIDUAL FLOOR PLAN) 2. THE NUMBER OF MODULES IN A DWELLING UNIT MAY VARY. SEE PAGES 3-31'. 3. MANUFACTURER MAY RELOCATE, AND/OR OMIT, AND/OR ADD DOORS OR WINDOWS PROVIDING IT IS IN CONFORMANCE TO EGRESS, LIGHT, VENTILATION, ENERGY, BRACED WALL, AND LINTEL REQUIREMENTS. 4. INDIVIDUAL COMPONENTS IN WHOLE, SUCH AS STRUCTURAL SYSTEMS, LIVING ROOMS, DINING ROOMS, FAMILY ROOMS, DENS, STAIRWELLS, BATHS, KITCHENS, GARAGES, CARPORTS, ETC. MAY BE INTEGRATED WITH ANY FLOOR PLAN. 5. ATTACHED OR INTEGRATED GARAGES SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA WITH NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE SPACES SHALL BE SEPARATED FROM ALL HABITABLE ROOMS WITH NOT LESS THAN 5/8" TYPE X GYPSUM BOARD OR EQUIVALENT. WHEN THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT. 6. CLOSETS MAY BE OMITTED BY CUSTOMER REQUEST. 7. HABITABLE ROOM SIZES SHALL BE A MINIMUM FLOOR AREA OF 70 SO. FT. WITH A MINIMUM HORIZONTAL DIMENSION OF 7 FEET AND AT LEAST ONE HABITABLE SPACE WITH A MINIMUM FLOOR AREA OF 120 SQ.FT. 8. SPACES MEETING MIN. HABITABLE SPACE REQUIREMENTS SHALL COMPLY WITH HABITABLE SPACE REQUIREMENTS FOR MIN LIGHT, VENT AND EGRESS. SEE PG 15 FOR REQUIREMENTS. 9. THE MAIN EXIT DOOR MUST BE A MIN. OF 3'-0" x V-8" (WITH A CLEAR OPENING OF 32") AND SHALL BE SIDE HINGED. 10. EXTERIOR DOGS SHALL NOT SWING OVER STAIRS WHEN A LANDING IS NOT AVAILABLE. EXCEPTION: STORM -SCREEN DOORS ARE PERMITTED TO SWING OVER STEPS. 11. ALL NOTES PERTAINING TO "IN FIELD OR ON SITE" ARE BUILDER/CONTRACTOR RESPONSIBILITIES. 12. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND INSTALLED ON SITE AFTER PAINTING AND/OR FASTENING IS COMPLETED. KITCHEN AND/OR BATH CABINETS ARE TO BE INSTALLED PER APPROVED PRINTS, INCLUDING ELECTRICAL & PLUMBING. 13. kITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE FURNISHED AND INSTALLED ON SITE BY OTHERS 14. INSULATED ATTIC ACCESS TO BE 22" X 30" MIN CLOSABLE, WEATHER-STRIPPED AND INSULATED (PER N1102.2.3). OPENING LOCATED IN HALLWAY OR OTHER ACCESSIBLE LOCATION. 15. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS PER SECTION R313.1.1. A CARBON MONOXIDE ALARM IS REQUIRED WITHIN 15 FT. OF ALL SLEEPING AREAS AND IN ANY AREAS THAT MAY HAVE A CO SOURCE PER SECTION R313.4.2. A CARBON MONOXIDE DETECTOR MAY BE USED PROVIDED IT IS PART OF A SYSTEM THAT CAUSES AN ALARM TO SOUND AT LOCATION WHERE CARBON MONOXIDE IS DETECTED. 16. WASHING MACHINE CIRCUIT AND ELECTRIC WATER HEATER ARE LOCATED IN THE BASEMENT, UTILITY ALCOVE OR IN UTILITY ROOM, LAUNDRY ROOM, OR CLOSETS. 17. FUEL -FIRED WATER HEATERS, APPLIANCES, OR ANY HEAT PRODUCING EQUIPMENT IN ENCLOSED SPACES SHALL BE INSTALLED IN COMPLIANCE WITH THE LISTED MANUFACTURER INSTRUCTIONS, AND ALL STATE AND LOCAL CODES. FUEL -FIRED WATER HEATERS LOCATED IN A BATHROOM, BEDROOM, OR STORAGE CLOSET SHALL BE INSTALLED IN A SEALED ENCLOSURE SO THAT NO COMBUSTION AIR WILL BE TAKEN FROM THE LIVING SPACE (G2406.2 EXCEPTION 5). DIRECT -VENT WATER HEATERS ARE NOT REQUIRED TO BE ENCLOSED (G2406.2 EXCEPTION 1). 18. GAS FIREPLACES MUST HAVE AUTO -IGNITION, THERMAL VENT DAMPER AND TIGHT FITTING GASKETED GLASS DOORS. ALL COMBUSTION AIR FOR WOOD BURNING FIREPLACES SHALL COME FROM THE OUTSIDE. 19. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS, WALLS, AND CEILINGS SHALL HAVE SUCH OPENINGS FIRESTOPPED PER SECTION R302.11 OF THE 2009 IRC. 20. HOLES, OPENINGS, AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT MAY BE COMPLETED IN FIELD, IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF THE STRUCTURE. 21. ALL PIPING AND DUCTWORK IN UNHEATED SPACES IS TO BE INSULATED IN COMPLIANCE WITH ALL APPLICABLE STATE AND LOCAL ENERGY CONSERVATION CODES. 22. COMBUSTION AIR SUPPLIED FROM EXTERIOR, UNLESS PERMITTED ELSEWHERE BY CODE. 23. ROOF COVERINGS SHALL BE LISTED AS CLASS 'C' OR BETTER. 24. ROOF SHINGLES ARE FACTORY INSTALLED, EXCEPT AT RIDGE AND HINGE POINTS OF ROOF AND DORMER AREAS. SHINGLES FOR THOSE AREAS ARE FACTORY FURNISHED BUT FIELD INSTALLED BY OTHERS. SHINGLES MAY BE ENTIRELY FURNISHED BY OTHERS AND FIELD INSTALLED. 25. STEEL ROOFING MAY BE INSTALLED IN PLACE OF ROOF SHINGLES AND SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 26. ATTIC VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE SPACE VENTILATED. EXCEPTION: THE AREA MAY BE REDUCED TO 1/300 - WHERE AT LEAST 50% AND NO MORE THAN 80% OF THE VENTILATING AREA IS PROVIDED BY VENITLATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED, AT LEAST 3 FT. ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE VENILATION PROVIDED BY EAVE OR CORNICE VENTS. 27. ENCLOSED ATTICS AND ROOF SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATION OPENINGS PROTECTED AGAINST RAIN AND SNOW, AND COVERED WITH CORROSION RESISTANT MESH WITH 1/8" MIN. TO 3/4" MAX OPENINGS. 28. UNVENTED ATTIC SPACES SHALL BE PERMITTED IF ALL FOLLOWING CONDITIONS LISTED IN R806.4 ARE MET. 29. RESERVED 30. PROJECTING WINDOWS ( IE. BOW, BAY, ETC.) MAY BE SHIPPED LOOSE AND INSTALLED BY OTHERS ON SITE. 31. SAFETY GLAZING (TEMPERED GLASS) REQUIRED IN THE FOLLOWING LOCATIONS: 31.A. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 31.8. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 31.C. GLAZING IN STORM DOORS 31.D. GLAZING IN DOORS AND ENCLOSURES FOR SHOWERS AND TUB AREAS 31.E. GLAZING IN ANY PART OF THE BUILDING WALL ENCLOSING SHOWERS OR TUBS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 311. GLAZING WITHIN A 24" RADIUS OF A DOOR PANEL EDGE AND LESS THAN 60' ABOVE WALKING SURFACE. 31.G. GLAZING ADJACENT TO STAIRS, LANDINGS, & RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE & LESS THEN 60" ABOVE WALKING SURFACE. 31.H. GLAZING ADJACENT TO STAIRS WITHIN 60" OF BOTTOM TREAD & LESS THEN 60" ABOVE WALKING SURFACE. 31.1. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL (MUST MEET ALL THE FOLLOWING): 31.1.1. INDIVIDUAL PANE GREATER THEN 9 SOFT. 31.1.2. BOTTOM EDGE OF GLAZING LESS THAN 18" ABOVE FLOOR 31.1.3. TOP EDGE GREATER THEN 36" ABOVE FLOOR. 31.1.4. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING. 32. ANY SAWN LUMBER OR STRUCTURAL GLUE -LAMINATED TIMBERS THAT ARE EXPOSED TO WEATHER MUST BE PRESSURE TREATED. 33. WHERE LEDGERS ARE REQUIRED, A MIN. 2X2 LEDGER MUST BE USED, OR A JOIST HANGER IN PLACE OF LEDGER. SEE APPROVED CALCS MANUAL TO VERIFY LEDGER SIZE AND FASTENING. 34. ALL STAIRWELLS USED AS A COMMON SET OF STAIRS FOR MORE THAN ONE DWELLING MUST HAVE A MIN. FIRE RATING OF 1 HOUR AND STC RATING OF 45. 35. SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4" SPHERE CANNOT PASS THROUGH. 36. THE MAXIMUM SLOPE FOR ANY ACCESS RAMP SHALL BE 1:12 PER SECTION R311.8 OF THE 2009 IRC. 37. ANY WALKING SURFACE REACHING A HEIGHT GREATER THAN 30" ABOVE FLOOR OR GRADE BELOW SHALL HAVE GUARDS AT LEAST 36" ABOVE THE WALKING SURFACE. OPEN SIDES OF STAIRS SHALL HAVE GUARDS NO LESS THAN 34" HIGH MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. 38. POWER RANGE HOODS AND FANS ARE TO BE EXTERIOR VENTING TYPE WHEN POSSIBLE. THE RANGE HOOD MAY BE OMITTED OR A RE -CIRCULATING HOOD (MIN 100 CFM) MAY BE USED IF NATURAL VENTILATION REQUIREMENTS ARE PROVIDED. 39. CAULKING AND SEALANTS IN THE EXTERIOR ENVELOPE MUST BE IN COMPLIANCE WITH ENERGY CONSERVATION CONSTRUCTION CODE. ALL JOINSTS, CONNECTIONS, AND PENETRATIONS BETWEEN CONDITIONED SPACE AND UNCONDITIONED OR OUTSIDE SPACE MUST BE SEALED. 40. RESERVED 41. MIN. FLAME SPREAD CLASSIFICATION OF ALL FINISH MATERIALS SHALL HAVE A RATING OF LESS THAN 200. 42. RESERVED. 43. FOR FASTENING SCHEDULES AND REQUIREMENTS SEE PG 18. 44. FOR INFORMATION NOT SHOWN OR SPECIFIED IN THIS SET OF DRAWINGS, REFER TO THE QUALITY ASSURANCE MANUAL. 45. WHEN CLOTHES DRYER SPACE IS PROVIDED AN EXHAUST SYSTEM SHALL BE PROVIDED EITHER BY FACTORY OR ON SITE BY OTHERS PER SECTION M1502 46. VERTICAL EGRESS MUST BE PROVIDED FOR HABITABLE ATTICS AND BASEMENTS PER SECTION R311.4. PFS Corporation Northeast Region APPROVED H Raup - 3 7/TI/Ii Approval limited to Factory Built Portion N OF A(jSsgcy o DAVID E. c BILLINGSLEY v CIVIL -4 No. 47769 /11 o �5I CIO O a"-_qL� O-',->. a¢a�U d xjo^,w In z a <-Zky h Nwx"3 / ws3 az; 5 zip 0 THESE DRAWINGS HAVE BEEN PREPARED BY (ww.glmcoiic.com) GLENW, INC. COPYRIGHT © 2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WTHOUT THE WRITTEN PERMISSION OF 'LeWcy Custom Modular Homes, LLC.' FILE: SQ.FT.: STATE: TYPE: MODEL: DRAWING: GENERAL NOTES CMR 8TH EDITION SHEET: 2. 3 i! MODULES MAY BE ADDED TO -'f--------,i 1 . PROVIDE ADDITIONAL SPACE. __--•T._!__r-__ ___ DELETE WALL AND EXTEND ROOM --' INTO ADDITIONAL MODULE. I ! OPTIONAL FIREPLACE FACTORY OR SITE INSTALLED ; 1W-11' YIN - 7A'-0' YAY PFR UODIIIF --------------------�___ �_____------------------'----' Ii !! ! i 10'-0" MIN. - 76'-0' MAX I OPTIONAL MODULES PER INDIVIDUAL FLOOR PLANS i !1 OPTIONAL CRAWL SPACE PROPOSED WM. WASH/DRY LOCATION MODULES MAY BE ADDED TO PROVIDE ADDITIONAL SPACE O O 0 O YA SEE DETAILS DETAILS FOR ATTACF o z BEDROOM @1 :ro Pnw 7'-0 MIN. ! GARAGE ON PG 12C ! SEE FIRE SEPARATION DE o. � •i 70 SOFT. MIN. BATH B2 !— -° O ! PG 17 •1 BATH #1 !! z FIRE RATED DOOR REQUIRE s O : WITH ATTACHED GARAGE KITCHEN/DINING 70 SO MIN. -FT. --1 2A •i ;N_�,; is � C c�: j F fURFL- z L---------' - - I JA n LINEN i `•' i ? OPTIONAL CRAWL SPACE PROPOSED FURNACE LOCATION i _ W.I.C. rc o n ?` BEDROOM #22 s BEDROOM #3/•:' 1 LIVING ROOM c i i 70 SOFT. MIN. 70 SQ.FT. MIN. 120 SO. FT. i Ra OPT i ! w.l.c. .ro - PORCH 9�f 7'-0" MIN. Y-0* MIN. ! i Y-0` MIN. * * RANCH ON CRAWL OR BASEMENT 10'-0* MIN - 76'-0' MAX MODULES MAY BE ADDED TO PROVDE ADDITIONAL SPACE 7'-0' MIN. 7'-0' MIN 0 i 17 ax ji z BEDROOM Q1 2n ! DINING ROOM i SEE DETAILS FOR I ac 70 SQ.FT. MIN. i ATH 1 70 SOFT. MIN. KITCHEN GARAGE ON PG 121 SEE FIRE SEPARATI PG 17A G p ji h LINEN O I•, _ �n (SEE CALCULATIONS MANUAL) II n 'n pn w nFw! nooN CUD GIRDER - s€cnoN 06 STUD COLUMNS - SECTION /5 RCHWAY OR CLEAR f/s;' �vaol OPENING —FIRE RATED DOOF li MAY VARY WITH ATTACHED I mtl .y%'� e..-: OPTIONAL FIREPLACE ® !i ;; FACTORY OR SITE ......-TI: _ z o a ! j _ _ _-_ _ ? ------! !------------1i INSTALLED � )>...::::: ! I LIVING ROOM ! i BEDROOM IN -�-.� +,; 120 S0FT. 70 SOFT. MINM k2l k3. MIN.FOYER- V-41/2 MIN. i `REVERSE FRAMING MIN '" T Y-0' MIN FOR CANTILEVERED ;----- ----- __.___.. 'A' II 11 ! ! CLOSET LOCATIONS I j VARY PER INDINDUAL ! !i FLOOR PLAN FLUSH OR II H RECESSED ENTRY _OPTIONAL MODULES- PER INDIVIDUAL FLOOR PLANS RAISED RANCH W/ENTRY STAIRS TTACHED FI DETAII EOUIRED (REPLACES PORCH MAY EXTEND INTO BOTH MODULES (SIZE 9 LOCATION VARY MAY VARY IN ANY DIRECTION) ED AILS Y-0" MIN. j O ! z O KITCHE6Jj/DINING ' 70 SO.FP. MIN. >; I I a !i a i OPT. LIVING ROOM RECESSED 120 SO. FT. PORCH OPTIONAL RECESSED PORCH RAISED RANCH ENTRY STAIRS BY FACTORY .DER fmn mxsoLrtLo RANCH W/RASED ROOF NUMBER OF RISERS AND LOCATION OF STAIRS MAY VARY _ C,Ne_ OABLE MODULE EXTENSION WITH ANGLED CORNERS NOTES: 1. ALL SLEEPING ROOMS MUST HAVE ONE EMERGENCY EGRESS OPENING PER ALL STATE AND LOCAL CODES. 2. STAIR LOCATIONS AS SHOWN MAY BE RE -LOCATED AND ARE ONLY TO BE VIEWED AS AN EXAMPLE. 3. FOR GENERAL NOTES SEE SHEET 2. 4. SEE SHEET 4A FOR ADDITIONAL BATHROOM LAYOUTS 5. SEE SHEET 4 FOR ADDITIONAL KITCHEN LAYOUTS. 6. FOR WINDOW AND DOOR SCHEDULES SEE SHEET 15. 7. FOR STAIR DETAILS SEE SHEET 13. 8. SEE SHEET 2 NOTE 17 FOR HEAT PRODUCING, VENTED AND COMBUSTION AIR EQUIPMENT REQUIREMENTS. 9. OPTIONAL FIREPLACES MAY BE FACTORY INSTALLED, SHIPPED LOOSE FOR SITE INSTALLATION, OR PROVIDED AND INSTALLED ON SITE BY BUILDER. SEE SHEET 2 NOTES 17-19 FOR REQUIREMENTS. 10. BUILDER IS RESPONSIBLE FOR COMPLETION OF ALL CHIMNEYS/FLUES ON SITE. 11. SEE SHEET 2 NOTE 30 FOR TEMPERED WINDOW REQUIREMENTS, 12. DOOR SIZES INDICATED ON PLANS ARE MINIMUMS. LARGER DOORS MAY BE USED. KEY * = EGRESS WINDOWS = PROPOSED LABEL LOCATIONS ZERO LOT LINE BETWEEN UNITS. Q°{ SEE FIRE SEPARATION DETAILS uq PG 17 RANCH DUPLEX (S P RANCH DUPLEX, OFFSET ZERO L07 LINE BETWEEN UNITS. —cc' FIRE SEPARATION DETAILS 17 RASED RANCH ZERO LOT LINE BETWEEN UNITS. SEE FIRE SEPARATION DETAILS PG 17 ONE MODULE WIDE PFS Corporation Northeast Region APPROVED H Raup-3 7/11111 Approval limited to Factory Buik Portion 0 Q 5' O 0 a< U 5>� Ca prz <z 0 k� Nw� Lx.3 3 J7 1 LL[7 z ¢ s� 0 THESE DRAMNOGS HAVE PREPARED BY f—almcoi COPYRIGHIT©2099 THIS DOCUMEENT AND THE SUBJECT MATTEFR CONTAINED HEREIN IS PRO!'PRIETARY AND MAY NOT BE hREPRODUCED WITHOUT THAE WRITTEN PERMISSRION OF 'Legacy CusHom Modular Homes,;) LLG' 0 z w� 7 Cn It a LI N Cn FOJ U Tm NOFA444 DAVID E. yG SO. FT.: — BILLINGSLEY mi STATE: 0 ' CIVIL --I TYPE: NO.47769 MODEL: DRAWING: ' NA1_ ^ RAN(;,`H FLOOR [PLANS SHEET: CMR BTH EDITION 20'-0" MIN - 32'-0" MAX (TWO MODULES) 10'-0" MIN - X-C MAX PER MODULE 10'-0" MIN 16'-0" MAX PER MODULE 10'-0" MIN 16'-0" MAX PER MODULE THESE WALLS MAY BE FLUSH 7'-0" MIN. 7'-0" MIN TH H1 BEDROOM H O 70 SO. FT. MI DINING ROOM KITCH FL z 70 SQ. FT. MIN. o 10'-0" MIN - 76'-0' MAX MODULES MAY BE ADDED TO PROVIDE ADDITIONAL SPACE lJ - —SEE DETAILS FOR ATTACHED o GARAGE ON PG 12G SEE FIRE SEPARATION DETAILS PG 17A a � � w --FIRE RATED DOOR REQUIRED WITH ATTACHED GARAGE z o s � k DUI. I o aa! a - ------------------- �/ OPENING SIZE MAY VARY (SEE CALCULATIONS MANUAL) i I BEDROOM #1 70 SO.FT..MIN. --i---_%'• s LIVING ROOM _ v�i .ro BEDROOM #3 z 120 SO. FT,Z­. x 70 S0. FT. MIN. N 4 REPLACE FACTORY OR SITE? Tuil 7'-0" MIN INSTALLED REVERSE FRAMING REQUIRED "oo FOR CANTILEVERED FIREPLACES CLOSET LOCATIONS VARY PER INDIVIDUAL FLOOR PLAN 20'-0" MIN - 32'-0" MAX (TWO MODULES) 10'-0* MIN 16'-0" MAX PER MODULE 10'-0" MIN 16'-0" ll'-2" MIN 0 BEDROOM k3 ^ 70 SQ. FT. MIN. LINEN (2/4=A) 2/6 Z n i ATTIC I IACCESSj p BEDROOM X1 70 SQ.FT. MIN. THESE WALLS MAY BE FLUSH - 3A -THESE WALLS MAY BE FLUSH SPLIT LEVEL 10'-0" MIN - 76'-0' MAX PER MODULE 10'-0" MIN - 76'-C" MAX MODULES MAY BE ADDED TO 1X PER MODULE PROVIDE ADDITIONAL SPACE w BATH H1 7'-0" MIN o - - — — -- I..-"______ ____ _____ 1001 —SEE DETAILS FOR ATTACHED � GARAGE ON PG 12G KITCHEN 2ro SEE FIRE SEPARATION DETAILS PG 17A a O DINING ROOM —FIRE RATED DOOR REQUIRED x 70 SO. FT. MIN. WITH ATTACHED GARAGE � N BEDROOM k2 70 SO. FT. MIN. -- 2rs i `•i', W i - �!`i\ `.-_% -- ----- (-- ---1 --- --- -- •---------' '=- 4 1------------------- - -- -- -..---._------ ----------------------------------- I 2 OPTIONAL CRAWL SPACE PROPOSED W/H, WASH/DRY ! LOCATION I------------------- O 3 x -------------------------------------------- ARCHWAY OR CLEAR SPAN OPTIONAL CRAWL SPACE `--------------- o I 2A1 OPENING SIZE MAY VARY PLUMBING WALL n (SEE CALWLAl1DNS MANUAL) o FLOOR It GIRDER - SECTION A ATTIC ACCESS z STUD COLUMNS - SECTION 15 22" . 30" MIN. LIVING ROOM 120 ETA] 3A T OR 'T" RANCH OPTIONAL FIREPLACE FACTORY OR SITE INSTALLED REVERSE FRAMING REQUIRED FOR CANTILEVERED FIREPLACES 6 SPLIT LEVEL SOLID AREA INDICATES SITE BUILT ROOF OR OPTIONAL PANELS BY MANUFACTURER OPTIONAL 6t SHED PORCH SPLFF LEVEL J AREA INUII:AIES BUILT ROOF )PTIONAL PANELS 1ANUFACTURER .VKKD SOLID AREA INDICATES SITE BUILT ROOF OR OPTIONAL PANELS BY MANUFACTURER T RANCH/ DUPLEX NOTES: 1. ALL SLEEPING ROOMS MUST HAVE ONE EMERGENCY EGRESS OPENING PER ALL STATE AND LOCAL CODES. 2. STAIR LOCATIONS AS SHOWN MAY BE RE -LOCATED AND ARE ONLY TO BE VIEWED AS AN EXAMPLE. 3. FOR GENERAL NOTES SEE SHEET 2. 4. SEE SHEET 4A FOR ADDITIONAL BATHROOM LAYOUTS 5. SEE SHEET 4 FOR ADDITIONAL KITCHEN LAYOUTS. 6. FOR WINDOW AND DOOR SCHEDULES SEE SHEET 15. 7. FOR STAIR DETAILS SEE SHEET 13. S. SEE SHEET 2 NOTE 17 FOR HEAT PRODUCING, VENTED AND COMBUSTION AIR EQUIPMENT REQUIREMENTS. 9. OPTIONAL FIREPLACES MAY BE FACTORY INSTALLED, SHIPPED LOOSE FOR SITE INSTALLATION, OR PROVIDED AND INSTALLED ON SITE BY BUILDER. SEE SHEET 2 NOTES 17-19 FOR REQUIREMENTS. 10. BUILDER IS RESPONSIBLE FOR COMPLETION OF ALL CHIMNEYS/FLUES ON SITE. 11. SEE SHEET 2 NOTE 30 FOR TEMPERED WINDOW REQUIREMENTS. 12. DOOR SIZES INDICATED ON PLANS ARE MINIMUMS. LARGER DOORS MAY BE USED. KEY * = EGRESS WINDOWS = PROPOSED LABEL LOCATIONS PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Built Portion state opprowl slompe H OF M400 DAVID E.fP BILLINGSLEY CIVIL N No. 47769 p I`0 o 4�MNZ �a 4— v >� z z NWa.W� U a�h o U THESE DRAWNGS HAWS BEEN PREPARED BY (.arglermcDlac.com) GL.ENCO, INNC. COPYRIGHT n 2011 THIS DOCUMENT ANDD THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIET2ARY AND MAY NOT BE REPROODUCED WITHOUT THE WRIITTEN PERMISSION OFF "Leggy Custom Moodular Homes, LLG" cn 0 z U 0 w Cn O W of o o V > > U m FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: RANCH FLOOR PLANS SHEET: -7 1 OPTIONAL FIREPLACE FACTORY OR SITE INSTALLED 10'-0" MIN - 76'-0" -MAX PER MODULE MODULES MAY BE ADDED TO OPTIONAL MODULES PROVIDE ADDITIONAL SPACE. PER INDIVIDUAL FLOOR P NSI DELETE WALL AND EXTEND ROOM i INTO ADDITIONAL MODULE. PROPOSED ELECT i ? W/H LOCATION - -------------------------------- 0 7'-0" MIN 7'-0" MIN. I N J 2/0 0 1800® HOLD DOWN REQUIRED AT THE END OF LAST BRACED WALL ? j w SEGMENT ONLY FOR SEISMIC Il CATEGORY D1 OR GREATER IF 2' o BEDROOM #2 x z RETURN WALL IS NOT PROVIDED l 70 SQ.FT. MIN. ON EIQ�O{Wj BRACED 0 o WALL T_/�U SO -. FT. 'MIN.' ....... 2/6 O ------------ z 2/6 �ON UI O H w, 1 x F-U l O ' U N Q I I !C4 Q: KITCHEN/DINING 70 SQ.FT. MIN. BATH #1 2/o (2/4 MA) LIVING ROOM (120 SO. FT. MIN.) 7'-0" MIN. SINGLE WIDE RANCH ON CRAWL ---------------------------- i'---------- MODULES MAY BE ADDED TO ------------ -------------- --- -- -L --------------• I PROVIDE ADDITIONAL SPACE. OPTIONAL FIREPLACE DELETE WALL AND EXTEND ROOM FACTORY OR SITE INSTALLE INTO ADDITIONAL MODULE. i, 10'-0" MIN 76'-0" MAX PER MODULE ;II OPTIONAL MODULES i i OPTIONAL 2ND PER INDIVIDUAL FLOOR PLANS; IENTRY PROPOSED ELECT rW/H LOCATION 2/e 7'-0- MIN. w O w a a BEDROOM #1_ 0 0 70 SQ.FT. MIN. I I tD Z o 2/8 7'-0" MIN. - ---- a, F O O x KITCHEN/DINING 70 SO.FT. MIN. BEDROOM #2 D2/07'-0" MIN. 70 SQ.fT. MIN. (2/4 MA) LIVING ROOM z (120 SQ. FT. MIN.) 2/6 g ------) 2/6 CD'r)UN' awl 7 cV Q U l N Q 3ro OPTIONAL PORCH SINGLE WIDE RANCH ON CRAWL OPTIONAL 2ND ENTRY 3/0 7j OPTIONAL II PORCH 10'-0" MIN. - 76'-0" MAX. MODULES MAY BE ADDED TO PROVIDE ADDITIONAL SPACE 10'-0" MIN. - 76'-0" MAX. 1PROMISADDITIONAL ODUMAY BE ADDED TO SPACE SGL WIDE RANCH W/ REAR ADDITION SINGLE WIDE RANCH SGL WIDE W/ PORCH NOTES: 1, ALL SLEEPING ROOMS MUST HAVE ONE EMERGENCY EGRESS OPENING PER ALL STATE AND LOCAL CODEFS, 2. STAIR LOCATIONS AS SHOWN MAY BE RE -LOCATED) AND ARE ONLY TO BE VIEWED AS AN EXAMPLE. 3. FOR GENERAL NOTES SEE SHEET 2. 4. SEE SHEET 4A FOR ADDITIONAL BATHROOM LAYOUTfS 5. SEE SHEET 4 FOR ADDITIONAL KITCHEN LAYOUTS. 6. FOR WINDOW AND DOOR SCHEDULES SEE SHEET 155. 7. FOR STAIR DETAILS SEE SHEET 13. 8. SEE SHEET 2 NOTE 17 FOR HEAT PRODUCING, VENTED AND COMBUSTION AIR EQUIPMENT REQUIREMENTS. 9. OPTIONAL FIREPLACES MAY BE FACTORY INSTALLED), SHIPPED LOOSE FOR SITE INSTALLATION, OR PROVIDED AND INSTALLED ON SITE BY BUILDER. SZE SHEET 2 NOTES 17-19 FOR REQUIREMENTS. 10. BUILDER IS RESPONSIBLE FOR COMPLETION OF ALL, CHIMNEYS/FLUES ON SITE. 11. SEE SHEET 2 NOTE 30 FOR TEMPERED WINDOW REQUIREMENTS. 12. DOOR SIZES INDICATED ON PLANS ARE MINIMUMS, LARGER DOORS MAY BE USED. KEY >�c = EGRESS WINDOWS = PROPOSED LABEL LOCATIONS PFS Corporation Northeast Region APPROVED H Raup - 3 7/11111 Approval limited to Factory Built Portion state opproval stompe -(H OF kAq& DAVID E. yr✓ BILLINGSLEY n CIVIL vn No. 47769 iST6Q����`/L o i O Q -, N U O-"-->, ac¢.,v¢ zx w-0 zxJ N W 0 W 3 rU U W� G 3 O�� 0 I� u THESE DRAWINGS HAVE BEEN PREPARED BY (_ gleaconc.cam) GLENCO, INC. COMM © 2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Homes, LLC.' FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: SINGLE WIDE RANCH FLOOR PLANS SHEET: 3 B 06/29/11 r 10'-0" MIN - 76'-0" MAX PER MODULE 6'-0" MIN - 76'-C" MAX s ---------------- *`=======" MODULES MAY BE ADDED TO 7-'-"-- i PROVIDE ADDITIONAL SPACE. T------------�___._.____.. Io 1 DELETE WALL AND EXTEND ROOM - OPIIbNAL FIREPLACE ! i FACDULE. TORY OR SITE INSTALLED INTO ADDITIONAL MOI z OPTIONAL MODULES o•_p• PER INDIVIDUAL FLOOR PLAN o --- -----� I 7'-0" MIN O 7'-0" MIN � � o BATH #1 I 1800/ HOLD DOWN REGUnED AT a I THE END OF LAST BRACED WALL 4T0 x ! SEGMENT ONLY FOR SEISMIC CATEGORY Dl OR GREATER IF Y 1 ? DINING AREA KITCHEN RETUREFNE)ROW P IIADED 11 ---- - 70 % FT. MIN. w e o ON EACIj1>C f.'EVTOF ,;BRACED I I o WALL LINGO 0 Z J o z fa1 :A R WAY OR CLEAR S AN 0 � � . ...___ o n oA N OPENING SIZE MAY VARY _ _____..__ ------______ -------------- I W ------ ----------- ON -------------------- (SEE CALCULATIONS MANUAL) n j ! -------- I FLOOR 3 CLG GIRDER - SECTION 16 00 ------- ---- STUD COLUMNS - SECTION /5 a ! OPTIONAL CRAWL SPACE PROPOSED W/H LOCATION N ; BEDROOM #1 j o 70 SD. FT MIN. LIVING ROOM io I 4At (120 SO. FT. MIN.) g < I OPTIONAL FIREPLACE 7'-0" MIN 10'-0" MIN - 76'-0" MAX MODULES MAY BE ADDED TO PROVIDE ADDITIONAL SPACE I '-OPT. GABLE SEE DETAILS FOR ATTACHED PORCH GARAGE ON PG 12G OPT. CORNER SEE FIRE SEPARATION DETAILS PORCH PG 17A TWO MODULES WIDE FIRE RATED DOOR REQUIRED WITH ATTACHED GARAGE RSE FRAMING REQUIRED I TILEVERED FIREPLACES * STANDARD CAPE FIRST FLOOR 10'-0" MIN - 76'-0" MAX PER MODULE 10'-0" MIN - 76'-0' MAX MODULES MAY BE ADDED TO PROVIDE ADDITIONAL SPACE FACTORY OR SITE 7'-C" MIN INSTALLED o 0 �p BATH #2 a � O oI/0 BEDROOM #4 O BEDROOM #3 i 1 70 50. FT. MIN. - �Tb 70 SO. FT. MIN. 1 z 1oH w> ! -------------' z'-_______ •I 2 2A o � � of n 0 ARCHWAY OR CLEAR SPAN ARCHWAY OR CLEAR SPAN OPENING SIZE MAY VARY OPENING SIZE MAY VARY DN (SEE CALCULATIONS MANUAL) w (SEE CALCULATIONS MANUAL) FLOOR k CLG GIRDER - SECTION /6 � FLOOR &CLG GIRDER -SECTION /6 ------------------ STUD COLUMNS -SECTION 15 a STUD COLUMNS - SECTION t5 tN FLAT CEILING LINE 7'-0" MIN ---------- - ____�-.---------....._-- --___• 7'-0" MIN ;-FLAT ---G LINE-------- x io z 0 -olLF I ! ! - NOTE: -STAIRS MAY BE RELOCATED OPTIONAL SECOND FLOOR OPT. SHED /y PORCH SHED DORMER CAPE OPT. THREE BOX DEEP THREE MODULES FIRST FLOOR TWO MODULES SECOND FLOOR CLEAR -STORY/ CAPE DRIFT SHED CAPE/SALT BOX 4-BOX CAPE CAPE DUPLEX W/ OFFSET ZERO LOT LINE BETWEEN UNITS. SEE FIRE SEPARATION DETAILS PAGE 17. ETWEEN UNITS. SEE DETAILS PAGE 17. NOTES: 1. ALL SLEEPING ROOMS MUST HAVE ONE EMERGENCY EGRESS OPENING PER ALL STATE AND LOCAL CODES. 2. STAIR LOCATIONS AS SHOWN MAY BE RE -LOCATED AND ARE ONLY TO BE VIEWED AS AN EXAMPLE. 3. FOR GENERAL NOTES SEE SHEET 2. 4. SEE SHEET 4A FOR ADDITIONAL BATHROOM LAYOUTS 5, SEE SHEET 4 FOR ADDITIONAL KITCHEN LAYOUTS. 6. FOR WINDOW AND DOOR SCHEDULES SEE SHEET 15. 7. FOR STAIR DETAILS SEE SHEET 13. 8. SEE SHEET 2 NOTE 17 FOR HEAT PRODUCING, VENTED AND COMBUSTION AIR EQUIPMENT REQUIREMENTS. 9. OPTIONAL FIREPLACES MAY BE FACTORY INSTALLED, SHIPPED LOOSE FOR SITE INSTALLATION, OR PROVIDED AND INSTALLED ON SITE BY BUILDER. SEE SHEET 2 NOTES 17-19 FOR REQUIREMENTS. 10. BUILDER IS RESPONSIBLE FOR COMPLETION OF ALL CHIMNEYS/FLUES ON SITE. 11. SEE SHEET 2 NOTE 30 FOR TEMPERED WINDOW REQUIREMENTS. 12. DOOR SIZES INDICATED ON PLANS ARE MINIMUMS. LARGER DOORS MAY BE USED. KEY * - EGRESS WINDOWS e = PROPOSED LABEL LOCATIONS PFS Corporation Northeast Region APPROVED H Raup - 3 7/11/11 Approval limited to Factory Built Portion stole cooroval slomoe H OF A4gssgoy I D"ID E. G BILLINGSLEY a CIVIL -4 No. 47769 I Tfe o C o ¢ r ry N U Q'.., Gil � •%' a¢a-u aaMe¢ r kJ W ^ M Q C) I z�zi O zQ NWC'W3 y 3 �S U� W x ¢ If 3 07� o a �y O�� 0 THESE DRAWINGS HAVE BEEN PREPARED BY ( 4encoinc m) GLENCO, MC. OOP17G IGU ©2®11 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF "Legacy Custom Modular Homes, LLC," FILE: SQ.FT.: STATE: TYPE: MODEL: DRAWING: CAPE FLOOR PLANS SHEET: 3 c 1 t 1 10'-0* MIN - 76'-0" MAX PER MODULE b MORNING ROOM i I LIBRARY ROOM I I i OPTIONAL ADDITION i I OPTIONAL ADDITION R II i II 10'- M00% PRON 10'-0' MIN - 7V-0' MAX PER MODULE ii !I - WINDOW REPLACED WITH DOOR/ARCHWAY WHEN I TEMP rp * TEMP TEMP TEMP .._......__..—_. _ ._ .—.—_...._..___.—__ OPTIONAL MODULES —_......... — ....... _ u u W 71-0` MIN I 71-0r MIN S * MASTER 7-O' MIN BEDROOM ' u 70 SO. FT. MIN. (� GREAT ROOM I BEDROOM 12 i (120 SO. FT. MIN.) KITCHEN 0. ATH 1 70 SO FT. NIN. b („y (OPTIONAL RAISED CEILING) 0; 14 AIMNNIAI WOAAl16K ipt SiROCMAI YCYB[RS AND OPTIONALwFOESrAE REWwCO fql Im5 OPININ a� O FIREPLACE r ! FACTORY OR 9TE t; _Tl- � INSTALLED i • o ARCHWAY 01 CLEAR SPAN ARCHWAY OR CLEAR SPAN 0 OPENING SIZE MAY VARY ( OPENING 512E MAY VARY ! (SEE cucuunoNs NAwAy ________—_____ 3 rL00R k nG GIRDER - wc— /e "------..—....----- '----- I W SlM) n1LMMNS - ffOIa,1 25 .=C- _:_::C::_:::_ _c==CC - IN N4 LN SEE MW ANONS YANOAL ! r_ _ __________ �( N FLOOR 6 nG ORDER - ffCMNI Es ,J. 511.0 CGIl1MN5 - ffC1A1N /5 -- - s j DINING I UTILITY ROOM BEDROOM 113 0 rp i OFFICEOVER 70 S0. FT. MIN. ! 70 S0. FT. MIN. o 70 SO. FT. MIN. MASTER BATH -0 w TEMP TEMP .: 'FIRE RATED DOOR REOUIRED WITH ATTACHED GARAGE SEE DETAILS FOR ATTACHED I GARAGE ON PACE 12G SEE FIRE SEPARATION DETAILS ON PACE 17A GARAGE I i CAPE WITH OPTIONAL RAISED CEILING FIRST FLOOR S 3 II I ------------------------------ b GREAT ROOM '(OPTIONAL RAISED CEILING)! wdmbuu �xq MW 00WDNS rm IUI FM IH6PIP F1M.W Rs AMI----- ---- ---- P)Iarl ----------- LN UNFINISHED ATTIC SPACE b b SECOND FLOOR NOTES: 1. ALL SLEEPING ROOMS MUST HAVE ONE EMERGENCY EGRESS OPENING PER ALL STATE AND LOCAL CODES. 2. STAIR LOCATIONS AS SHOWN MAY BE RE -LOCATED AND ARE ONLY TO BE VIEWED AS AN EXAMPLE. 3. FOR GENERAL NOTES SEE SHEET 2. 4. SEE SHEET 4A FOR ADDITIONAL BATHROOM LAYOUTS 5. SEE SHEET 4 FOR ADDITIONAL KITCHEN LAYOUTS. 6. FOR WINDOW AND DOOR SCHEDULES SEE SHEET 15. 7. FOR STAIR DETAILS SEE SHEET 13. 8. SEE SHEET 2 NOTE 17 FOR HEAT PRODUCING, VENTED AND COMBUSTION AIR EQUIPMENT REQUIREMENTS. 9. OPTIONAL FIREPLACES MAY BE FACTORY INSTALLED, SHIPPED LOOSE FOR SITE INSTALLATION, OR PROVIDED AND INSTALLED ON SITE BY BUILDER. SEE SHEET 2 NOTES 17-19 FOR REQUIREMENTS. 10. BUILDER IS RESPONSIBLE FOR COMPLETION OF ALL CHIMNEYS/FLUES ON SITE. 11. SEE SHEET 2 NOTE 30 FOR TEMPERED WINDOW REQUIREMENTS. 12. DOOR SIZES INDICATED ON PLANS ARE MINIMUMS. LARGER DOORS MAY BE USED. KEY * = EGRESS WINDOWS - = PROPOSED LABEL LOCATIONS PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Built Portion state approval slompe — /a— 'SH OF )kj$ DAVID E. BILLINGSLEY 0 CIVIL t� No.47769 /ST�p�O���� 0 :' pmm 0 N V 0^ > aa^�¢ x>ol;w 00z x ¢�� 0 �zZk �waL`3 Ud C< 3 10 U THESE DRAWINGS HAVE BEEN PREPARED BY (WMwglenconc.com) GLENCO, INC. THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF Legacy Custom Modular Marc., LLC.' N 0 z I w� I 0 Ccf) � G a o U GO FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: CAPE FLOOR PLANS SHEET: 3 D 06/29/11 •-----------••---------• I I ' 7-0 MIN (�(� T-0" MIN BROOM �LJ j i i E i PROPOSED PROPOSED o 3/0 •----------^---------' LOCATION 18001 HOLD DOWN REQUIRED AT a THE END OF LAST BRACED WALL SEGMENT ONLY FOR C,�� . >A UTILITY ROOM '�B FIRE F WITH ) z RSSEEIIISMI,�� �' ��,, RETURNCATEORWALLlalN+l O KITCHEN BREAKFAST NOOK ON EACH CDRNER7@FShP?AVA 70 SO.FT. MIN oI ; o WALL LINE I z SEE DE1 GARAGE -o' ARCHWAY OR CLEAR SPAN ARCHWAY OR CLEAR SPAN SEE FIRI OPENING SIZE OPENING SIZE PG 17A MAY VARY MAY VARY n T7T- - - ------ - (SEE CALCULATIONS MANUAL € _______________________________..______ (SEE CALCULATIONS MANUAL) jI FLOOR k CLG GIRDER - SECTION /6 3' MIN. FLOOR i CLG GIRDER - SECTION /6 w '• STUD COLUMNS - SECTION #5 STUD COLUMNS - SECTION /5 o I i OATH 7'-0' MIN oe a x ! j ' • LIVING ROOM (120 SO.FT. MIN.) :A O 1871°") FAMILY ROOM 70 SOFT. MIN i } ------ - I I I I ^ I,AL`CESS•,i ii------------= ii ' i "70 OPTIONAL FIREPLACE � - j I FACTORY OR SITE FOYER INSTALLED o T-O* MIN tro TWO STORY FOR CRAWL OR BASEMENT OPTION FIRST FLOOR PLAN 1n'-n' uIN _ 7r'_n• MAY DFD unnF➢ F N/D 1TED DOOR REQUIRED TTACHED GARAGE \ILS FOR ATTACHED ON PG 12G SEPARATION DETAILS REVERSE FRAMING REQUIRED FOR CANTILEVERED FIREPLACES OR IFt 1W0 STORY TEE OR ELL W OPT. ADDED MODULES �. .. / T-0' MIN o O o 0 ./a a MASTER BAT O BEDROOM#2 BEDROOM #40 =_ x ea 70 SOTT. MIN. 70 SOTT. MIN. a 1]I" W) I e0 ^ D i/a 7'-0" MIN WALK WALK 0 IN IN CLOSET ip "ro LOSET 176 :7t i`ATTIG i HALL AC��SS e L --- ........ _ :� S— MIN .—y �3x3D•. LIN - --- - n :rb sA "7C .k- 3 MIN € 0 T-0• MIN a < ip HALL z BEDROOM #1 BEDROOM #3 z BATH ' 70 SQ.FT. MIN. o 70 SO.FT. MIN. O o I I D V o O I 3� Y-Oe MIN TWO STORY FOR CRAWL OR BASEMENT OPTION NOTE: SECOND FLOOR PLAN —STAIRS MAY BE RELOCATED MODULES MAY BE ADDED TO PROVIDE ADDITIONAL SPACE. DELETE WALL AND EXTEND ROOM INTO ADDITIONAL MODULE. c 4, �r 11;� ", ORIION,LL SHED PORCH WRT ro n n If "m1E E MODULES WIDE GARRISON STYLE ➢NT NaDI . ANTR.WATED viDw ENTRY AND TWO FRONT ONE MODULE elTl�eP OUTS INTEGRAL TO MODULES MFT r SDERED TWO STORY GABLE EXTENSION NOTES: 1. ALL SLEEPING ROOMS MUST HAVE ONE EMERGENCY EGRESS OPENING PER ALL STATE AND LOCAL CODES. 2. STAIR LOCATIONS AS SHOWN MAY BE RE -LOCATED AND ARE ONLY TO BE VIEWED AS AN EXAMPLE. 3. FOR GENERAL NOTES SEE SHEET 2. 4. SEE SHEET 4A FOR ADDITIONAL BATHROOM LAYOUTS 5. SEE SHEET 4 FOR ADDITIONAL KITCHEN LAYOUTS. 6. FOR WINDOW AND DOOR SCHEDULES SEE SHEET 15. 7. FOR STAIR DETAILS SEE SHEET 13. 8. SEE SHEET 2 NOTE 17 FOR HEAT PRODUCING, VENTED AND COMBUSTION AIR EQUIPMENT REQUIREMENTS. 9. OPTIONAL FIREPLACES MAY BE FACTORY INSTALLED, SHIPPED LOOSE FOR SITE INSTALLATION, OR PROVIDED AND INSTALLED ON SITE BY BUILDER. SEE SHEET 2 NOTES 17-19 FOR REQUIREMENTS. 10. BUILDER IS RESPONSIBLE FOR COMPLETION OF ALL CHIMNEYS/FLUES ON SITE. 11. SEE SHEET 2 NOTE 30 FOR TEMPERED WINDOW REQUIREMENTS. 12. DOOR SIZES INDICATED ON PLANS ARE MINIMUMS. LARGER DOORS MAY BE USED. KEY * = EGRESS WNDOWS ® = PROPOSED LABEL LOCATIONS ZERO LOT LINE BETWEEN UNITS. SEE FIRE SEPARATION DETAILS ,,,—SEE 17 WfTH TWO MODULES TWO STORY DUX W/OPT. EXTENDED MODULE paFT Cax4*AREA DRFT toxvoERED ESSED ADI e TEE OR PORCH L{TE [y44 TWO OST. ADDED OR MODULES 7;Ni • TWO STORY TEE OR ELL A TWO STORY DUPLEX• OFFSET ZERO LOT LINE BETWEEN UNITS. SEE FIRE SEPARATION DETAILS PG 17 PFS Corporation Northeast Region APPROVED H Raup-3 7/11111 Approval limited to Factory Bulk Portion kk OF A4gss9c o� DAVID E. yG BILLINGSLEY o CIVIL No. 47769 A ,sTe NAL /29/11 o � Q�� o U D ¢ a U -1n < O��oZ R4 hno A gxL 1, r" 33 UL) ; -+ � E W @, \ J a cY OFF 0 U� THESE DRAWANGS HAVE BEEN PREPARED BY wv.glmcoina.can) GLENCO, INC. C®PYRIC TIT ©2a1I1 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF Legacy Custom Modular Homes, LLC.• FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: TWO STORY FLOOR PLANS SHEET: --7 r CMR BTH `-Jl IL EDITION mum . M All -o' IN - W-V MAN IIE-o• MIN MAr ro Ma MDE uevI VAl PROMx ADaTwNAL sPAa PROADE ADMrwxAL SPAQ Y ES MAY &D—fD ANED PRDAOE AOMTIONAI SPACE M p I TWO STORY FOR CRAWL OR BASEMENT OPTION FIRST FLOOR PLAN SNIPPED LOOSE WT. WAIN ONT RAY THREE WIDE OPTION FIRST FLOOR PLAN SECOND FLOOR PLAN NARROW LOT OPTION �o 0 OPT BATH 93 � OPT. BEORCOM 13~ OPT. BEDROOM N M SO FT. YIN. ( TD . IT. UTILITY12F � o • � N�',I . F-F-� MASTER BATH BEDROOM 12 II MASTER BEDROOM 70 m3T. MN. m WIT M. TWO STORY FOR CRAWL OR BASEMENT OPTION SECOND FLOOR PLAN _T7�1 N I BREAKFAST xOD �! MTUfM MVBID ROpY I I II I iKH I I RAM FAYRr ePiICNAL OVVc ROOY S1u0Y (OVER OPEN 10 ABONE 11 TYPICAL 3-BOX 1st STORY T - STYLE W(IH STEPPED ROOF AND FOUR PERPENDICULAR MODULES TWO STORY TRANSVERSE SRD LOT LAM IFT NTM, MAR SEE FIRE SEPARANLM XTARS PG IP TWO STORY DUPLEX OPT. (6) MODULE TYPICAL 3-BOX $W BTORY 4pt�l- 0 REAR MODULE BUMP OUT. GABLE NFEGRAL PORCH. THREE MODULES WIDE WITH AND FRONT OARAOE PARTIALLY CENTER MAP OUT INTEGRAL TO MODULES INTEGRATED INTO LIODULE13 NOTES: 1. ALL SLEEPING ROOMS MUST HAVE ONE EMERGENCY EGRESS OPENING PER ALL STATE AND LOCAL CODES. 2. STAIR LOCATIONS AS SHOWN MAY BE RE -LOCATED AND ARE ONLY TO BE VIEWED AS AN EXAMPLE. 3. FOR GENERAL NOTES SEE SHEET 2. 4. SEE SHEET 4A FOR ADDITIONAL BATHROOM LAYOUTS 5. SEE SHEET 4 FOR ADDITIONAL KITCHEN LAYOUTS. 6. FOR WINDOW AND DOOR SCHEDULES SEE SHEET 15. 7. FOR STAIR DETAILS SEE SHEET 13. B. SEE SHEET 2 NOTE 17 FOR HEAT PRODUCING, VENTED AND COMBUSTION AIR EQUIPMENT REQUIREMENTS. 9. OPTIONAL FIREPLACES MAY BE FACTORY INSTALLED, SHIPPED LOOSE FOR SITE INSTALLATION, OR PROVIDED AND INSTALLED ON SITE BY BUILDER. SEE SHEET 2 NOTES 17-19 FOR REQUIREMENTS. 10. BUILDER IS RESPONSIBLE FOR COMPLETION OF ALL CHIMNEYS/FLUES ON SITE. 11. SEE SHEET 2 NOTE 30 FOR TEMPERED WINDOW REQUIREMENTS. 12. DOOR SIZES INDICATED ON PLANS ARE MINIMUMS. LARGER DOORS MAY BE USED. KEY * = EGRESS WINDOWS - PROPOSED LABEL LOCATIONS 6ALT Box PFS Corporation Northeast Region APPROVED H Raup - 3 7/11111 APProval Timite I to Factory SuiR Portion iH Oi` A(qSsgo o� DAVIDUP BILLINGSLEY CIVIL No. 47769 1 o � A^o 0 N N U wQv^V C,C) OW-0 e?oa3 �CJaat'"3 w0 1 3 �O o I� u THESE DRAWINGS HAVE BEEN REPARED BY (r...Blen omccom) (`J FNC.O, INC. THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OE "Leyay Custom M.., Homes, L C., Ll C!n� V z L3J i ill L�W � F' C/:) Q NOTE: SIZE AND DETAILS MAY VARY SEE INDIVIDUAL PLANS VARIES VARIES ., VARIES 1 ` IN WALLS WAXTINISHI OPIOR SHTG ONAL INTERIOR FINISH IS OPTIONAL w K j FIRE RATED DOOR NOTE: GARAGE DOORS SUPPLIED & INSTALLED BY BUILDER COLUMN MAY BE REO'D TO (COLUMN MAY BE REO'D TO SUPPORT LOAD FROM ABOVE SUPPORT LOAD FROM ABOVE (n N W W CEILING GIRDER VARIES I VARIES GARAGES MAY BE PANELIZED OR MODULAR SEE SHEET 17 FOR REQUIRED FIRE SEPARATIONS VARIES VARIES VAf OPT GARAGES FIREPLACES MAY BE SHIPPED LOOSE FOR ON -SITE INSTALLATION ALL PRE -FABRICATED FIREPLACES TO BE INSTALLED PER MANUF.. LISTINGS i.e.: CLEARANCES TO COMBUSTIBLES, HEARTH PROJECTION, FIR cE ENCLOSURES, ETC. OPT. INTERIOR nn\�r �r Q�\O� X W FIRCE INTERIOR + > VARIES OPT. EXTERIOR FIREPLACES OPTIONS NOTE: SIZE AND DETAILS MAY VARY SEE INDIVIDUAL PLANS OPT GARAGES PFS Corporation Northeast Region APPROVED H Raup - 3 7111/11 Approval limited to Factory Built Portion slate opprovol stompe ��P��K OF MgSs�P o� DAVID E. tiG BILLINGSLEY v CIVIL No. 47769 o Q1� QrrvHU FCQv'"U ZZ0J�;o < U Gi "0 zc Nwaw3 u U� WlX ANA $ i� f O O L) THESE DRAWNGS HAVE BEEN PREPARED BY I_ glencoinc.com) INCq�. p IFGLENCO, �I a b®If tl YYV� W 0 ©g®Y 1 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modulor Homes, LLC,' crn C.3 Z w� o' c/) � LIJ o r � rn U w o m m M T O p o p Y W w_ U e o� z� oa a a a x to o¢ Qoo V1 ZO < a o O a z U Z i VI d O d W o: o Jc�Na N rn C7 V 4 4 w � H Q C) � ~ \� e\\m O ��00003 z � Q W > W - " - of ^ !Y J O UI FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: FLOOR PLAN OPTIONS SHEET: 3 C 6/29/11 o � Q oro m O QI�r.INu �0.'Q7^U CFl 'GI Gfl v.GFI O QU v� GF � �?0¢3 cFl cF' Nwa""3 °1 �I 12' OR LESS F U FROM C-Tr9 FF27a OP Q LQ`). SURFACE W z +01 z�� nW , r1HM, rTHM N OR Wlt[E xlrtgr 60 I f HU-1 t�j O O O O Grl cFl 71AI THESE DRAWINGS HAVE BEEN iPREPARED BY ( glenconacom) GFI GLENCO, INC.EoTHISBjE DOCUTATER AND THE SUBJECT NATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED cGlWITHOUTTHE WRITTEN 'OR LESS QI PERMISSION OF ROM C-TOP, SURFACE p_ 'Legacy Custom Modular Hann, LLC.' PAN. GF - I GFI GFI GFI CF F Cfldon UIV v Gn m ` m AlFROM OR LESS 12' OR LESS 12' OR LESS FROM C-TOP FROM �P U FROM C-TOP SURFACE W SURFCE 0 c K G kiW LJ 'I J D..I U Im RAISED BAR TOP i O 0 [!' fl GG GFI 4:1 GFI GF GFI Cn GFI GFI I ° O In W 0 0 0 0 — PFS Corporation Y U w _ MOUNT HORIZONTALLY cFl al GFI O O Northeast Region INBACKSPLASH irMl : Tr,IN APPROVED01 an a x DOWN H Raup - 3 g u, 5 " DRAFT MOUNT HORIZONTALLY F" on 61 IN BACK ASH n Gf ppyy GFI 7/11/I1 to o w < O o crl DOM71 a 6.tr-•• Approval limited to Z a o d z z cn 0 cil 12* OR FROM LESS -TOP DRAFT Factory Built Portion 2 at z 12' OR LESS 12. OR LESS SURFACE ••° — w a o rl o: U FROM C-TOP FROM C-TOP Z N O W N SURFACE SURFACE I cF I WnR HOT Ircamm r2x [ c tt' K O 4 U a RAISED DAll TOP w o o a �a �o GGI FW- \ a CTOP OVERHANG cFl tsl o e•o Cfl o � � n � � m O ® ® ❑®¢ 00000 Z 12' OR LESS DN. 12' OR LESS ON. Q W FROM C-TOP FROM C-TOP w m n m rn o SURFACE SURFACE S101e approval 9tampe � GF cFl PAN NOTES: FILE: 0 0" 1. ALL KITCHENS SHOWN MAY BE ROTATED AND/OR REVERSED IN EITHER 2. KIRECTON IN PART ORTCHEN CABINETS MAYIBETHEIR OM OMITTED ENTIAND PROVIDED AND INSTALLED BY BUILDER. �Q.\�� OF ��SS9 MET.: 3. KITCHEN WINDOWS MAY BE OMITTED IF SUFFICIENT ARTIFICIAL LIGHT AND VENT C STATE: ARE PROVIDED. Q� DAVID E. yG 4. KITCHEN COUNTERTOP SHALL BE SERVED BY (2) 20 AMP SMALL APPLIANCE CIRCUITS. cP TYPE: 0 0 (� 0 5. ALL RANGE HOODS TO PROVIDE A MINIMUM AIR EXCHANGE OF 100 CFM. AND SHOULD 1 $ILLINGSLEY EXHAUST TO THE OUTSIDE OR BE AN APPROVED RECIRULATING HOOD IF NATURAL O CIVIL N MODEL: VENTILATION IS PROVIDED. V cn cn mCJ 6. SEE INDIVIDUAL FLOOR PLAN FOR EXACT KITCHEN LAYOUT. - NO.47769 7. THESE KITCHEN LAYOUTS ARE MEANT TO SHOW POSSIBLE LAYOUTS ONLY 10 ,9 Q 4 DRAWING: INDIVIDUAL PLANS MAY DIFFER Sv �G'Is-re � lV.4 TYPICAL B. HOUSEHOLD COOKING APPLIANCES SHALL COMPLY TO THE APPLICABLE REQUIREMENTS �� �j\� KITCHEN LAYOUTS OF SECTION G2447 OF THE APPLICABLE RESIDENTIAL CODE. ' NAL i, TYPICAL KITCHEN ELEVATION SHEET: FOR GENERAL NOTES SEE PAGE 2 y 4 06/29/ 11 MINIMUM FIXTURE CLEARANCES BATH LAYOUT NOTES Q0 I -Pc NOTES: a< M a u MIN. MIN, 1'- N. 2'-6- MIN '-6" MIN" 2 IIN. 4' IN. 4' IN 1. ALL BATHROOMS SHOWN MAY BE ROTATED IN EITHER DIRECTION IN PART OR IN THEIR ENTIRETY. I I 2. BATHROOM WINDOWS MAY BE OMITTED IF SUFFICIENT ARTIFICIAL LIGHT AND VENT ARE PROVIDED. o 3. ALL EXHAUST FANS TO PROVIDE A MINIMUM AIR EXCHANGE OF 50 CFM. Ga a � � z z 4. EXHAUST FANS VENTED TO THE EXTERIOR, 21¢ v NZX� ' O O 5. ALL BATH FIXTURES HAVING A SHOWER HEAD INSTALLED WILL REQUIRE WALL PROTECTION TO EXTEND 72" ABOVE FINISHED FLOOR WTH A CLEARANCI 'n e ? o MIN. O 0 ? O NON -ABSORBENT SURFACE. (THIS MAY BE APPLIED IN FACTORY OR ON -SITE BY THE BUILDER.) w a a 3 6. ALL HYDRO -MASSAGE TUBS ARE TO BE G.F.I. PROTECTED. 680.71 NEC 333 7. ANY ONE HOUSE MAY CONTAIN 1 OR MORE FULL BATHS, AND MAY ALSO CONTAIN 1/2 BATHS OR 3/4 BATHS AS PER INDIVIDUAL PLANS. 8. EXTRA JOISTS ARE REQUIRED AND MAY BE SPACED 8" O.C. OR DOUBLED @ 16' O.C. TO SUPPORT LOADS FROM TUBS LARGER THAN A STANDARD u 2 -0' 3460 TUB/SHOWER UNIT OR 45 GAL. AND LARGER. U d 9. VANITY SIZES AND NUMBER MAY VARY. (SEE INDIVIDUAL FLOOR PLAN) 4 "SHOWER COMPARTMENTS MUST BE 25- MIN MEASURED FROM INTERIOR FINISH OF THE COMPARTMENT PROVIDED THE SHOWER COMPARTMENT HAS A MIN OF U 10. ONE GFI RECEPTACLE MAY SERVICE A DOUBLE BOWL VANITY PROVIDED THE RECEPTACLE IS CENTERED BETWEEN THE BOWLS, AND IS WITHIN 3' OF x `_ 1300 SO INCHES OF CROSS -SECTIONAL AREA. SHOWER COMPARTMENT EGRESS OPENING SHALL BE A MIN CLEAR AND OBSTRUCTED WIDTH OF 22 INCHES. EACH BOWL. TYPICAL BATH LAYOUTS oN TEMPERED CLASS TEMPERED GLASS TEMPERED GLASS i0o TDRAYnNCS HAVE BEEN PREEPARED 6Y OGLENCO, INC. 0 0 T1HIS DOCUMENT AND THE SSUBJECT MATTER CONTAINED HkEREIN IS PROPRIETARY AND WAY NOT BE REPRODUCED O N1 Legacy THE WRITTEN 0 PERMISSION OF O LegacY .% LL Modular a Homes. LLC," 0 n TEMPERED CLASS TEMPERED CLASS TEMPERED GLASS U w O ZE O DL O a K `VJ 0 0 17-0 m 0 m w Y PFS Corporation w Northeast Region AS REOUESTED BY STOME APPROVED o o H Raup — 3 ¢ a < a 7/11111 N o Q S moo � Approval limited to Z a w < Z Factory Built Portion O j z < Cj w z w TEMPERED GLASS TEMPERED GLASS It << w O c� 0 < \_ 0 — o t2 m O a < w >(con mrnoo I, 01 stole approval stampe O 0 FILE;: TEMPERED CLASS OF M,gS,S9 sQ.FET.: 0 00 o� DAVID E. yG STATE: BILLINGSLEY mi TY E. v CIVIL (n Mo EL: TLNo. 47769 .O '9 O Q DR WING: �,o���lST6Q �' TYPICAL _1i T__v_I NAL PATH LAYOUTS FOR GENERAL NOTES SEE PAGE 2 SHEfET: 4 A 06/29/11 r ---------------TI I 1 I I I I I I I I I I I I I FOUNDATION FOR OPTIONAL EXTRA I ' I ' MODULE MAY BE FRONT, SIDE, OR REAR 1 I i I JBOX FOR CRAWL I 1 I I SPACE ELECTRICAL I_________________________________________L_________________ ALTERNATE CRAWL SPACE ACCESS 16'x24' MIN FOR CRAWL SPACE VENTILATION REQUIREMENTS A SEE PG 5D NOTE 6 I ---------------------- ---�fJ-------- I '---J------------- - - - RE EPT Y --------------------------------------------------- ; GF C B 1 i ACCESS --"-INTEGRAL PILASTERS OR EQUAL REQUIRED D 10'-0' O.C. WHEN BACKFILL N I OTHERS FULL EXCEEDS 4'-0" IN HEIGHT (SEE CODE AUTHORITY FOR LOCAL ' e_� BASEMENT ONLY) j 16'x24" MIN ' � o Ir I I REQUIREMENTS) I t FULL BASEMENT ONLY I F-ice 0 1 I� J I I_ � I ITI F--o -- ----�w UNIFORM LOAD PLF IDENTIFIED ON I o I CONCRETE FOOTING I I SMOKE DETECTOR IN BASEMENT BY BUILDER F______________gym EACH INDIVIDUAL PLAN I ,SMOKE W/MODULAR SMOKE 4 I I DETECTOR (FULL BASEMENT ONLY) \( 15 ' O i I CO DETECTOR WILL BE REQUIRED IF A CO P-------------�`` r I I SOURCE IS LOCATED IN THE BASEMENT AREA F_ ;________j o I I UNIFORM LOAD PLF I I IDENTIFIED AT MATELINE SEE CALLS MANUAL F-------4: ON EACH INDIVIDUAL PLAN w I I ECTION A6 F---------- i I I I 1 V O= I I �______________1, I ------------- CD , -- -- -o---- i—o-i— I I 1 Fa, o-- — — I ~ I I I - I I ---' -�--------. I --------- ------ - --- CENTER BEAM WITHIN FLOOR e a I I I STANDARD PIPE STEEL COLUMN OR .SYSTEM (SEE CROSS SECTION) ''� I C CONCRETE FILLED STEEL COLUMN o I I BLOCK PIER STANDARD STANDARD FOR ALL MODELS WITH ALL POINT LOADS IDENTIFIED IN FOR ALL CRAWL SPACE ' —FULL BASEMENTS -LBS AT SPECIFIC LOCATION ON MODELS -'__-' ___________________' EACH INDIVIDUAL PLAN 1 j I FULL BASEMENT ONLY I I I FLOOR PLANS ARE DESIGNED WITH FOUNDATION WALL THICKNESS OF B" �• MIN.ANCHOR BOLTS TO START 1'-0" FROM EACH END OF ti I o I � MIN AND 10" MAX. IF FOUNDATION WALL THICKNESS EXCEEDS 10", FOUNDATION AND CONTINUE ®6'-0' O.C. MAX AND SHALL I x I I BASEMENT STAIRS MAY BE AFFECTED. ACTUAL FOUNDATION DESIGN SHALL BE BE PLACED SO AS NOT TO INTERFERE WITH FLOOR JOISTS I p I j COMPLETED BY A REGISTERED PROFESSIONAL FAMILIAR WITH LOCAL SOIL 1 3 I CONDITIONS WHO IS ABLE TO PROVIDE SIGNED & SEALED FOUNDATION DRAWINGS FOR MODULE TO FOUNDATION ' I I AS REQUIRED BY STATE OR LOCAL JURISDICTIONS. THIS FOUNDATION PLAN IS INTENDED TO PROVIDE DIMENSIONS AND LOADING FOR COORDINATION PURPOSES. CONNECTIONS SEE PGS 121 do 18. TYPICAL 6*-0" MAX. 6'-0' MAX. I j 2x6 MIN. CONTINUOUS SILL PLATE ----------J ------- — —-- L ------- ---- ------ -- ------- L___-__________________________________ I E ' *SEE INDIVIDUAL FLOOR PLAN FOR SPECIFIC DIMENSIONS. LE---------1---IJ NOTES `Z�' 1. SEE INDIVIDUAL FOUNDATION PLAN FOR SPECIFIC LOADS & LOAD POINTS. 2. FOUNDATION ANCHORAGE:A 26 MIN SYP TREATED WOOD SILL PLATE SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET ON CENTER. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. BOLTS SHALL BE AT LEAST 1/2" IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7" INTO MASONRY OR CONCRETE. A NUT AND WASHER SHALL BE TIGHTENED ON EACH BOLT. PLATES SHALL BE PROTECTED AGAINST DECAY AND TERMITES WHERE REQUIRED. 3. COLUMNS AND COLUMN FOOTINGS TO BE SIZED BY FOUNDATION DESIGNER PER INDIVIDUAL FLOOR PLAN LOADS. 4. TYPE "M" OR "S" MORTAR OR A COMBINATION THEREOF IS TO BE USED IN ALL MASONRY PER CHAPTER 4 OF THE RESIDENTIAL CODE. 5. ALL FOOTINGS MUST EXTEND BELOW THE FROSTLINE. 6. FOUNDATIONS MAY BE FULL BASEMENT, CRAWL SPACE OR SLAB, OR A COMBINATION THEREOF IN ACCORDANCE WITH CHAPTER 4 FOUNDATIONS OF THE RESIDENTIAL CODE. 7. SEE SHEET 5D FOR ADDITIONAL NOTES. 8. FOR LOCATION OF BASEMENT STAIRS SEE APPLICABLE FLOOR PLAN. 9. UNLESS OTHERWISE SPECIFIED WITH MIN 18"x24" ACCESS THROUGH FLOOR ON INDIVIDUAL PLANS. , ACCESS TO CRAWL SPACE TO BE PROVIDED THROUGH MIN 16"x24" PERIMETER OPENING BY BUILDER IN COMPLIANCE WITH ALL STATE AND LOCAL CODES. 10. SEE INDIVIDUAL FLOOR PLAN FOR ACTUAL FOUNDATION DIMENSIONS. r- I 1 I I I 1 I I I I I i VARIES R.O. FOR GARAGE DOOR Kft I 1 ------ _______________ . DROP FOR DOOR I \ ---- I 1'-0" MAX. PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Built Portion slate SSW OF MAss9°t DAVID E. BILLINGSLEY CIVIL No. 47769 O � ��9FGIST�P�O�� 9/ 11 Q�� o Q t`NryU C4 < U a I_ Qzx . �zoQg � 5 US U d Q W . 01 0 U� NtSE DRAWINGS HAVE BEEN PREPAAREO BY I—gleaconc—) TGLENCO, INC. T°T;IS DOCUMENT AND THE SUnjCT MATTER CONTAINED HEFREIN IS PROPRIETARY AND MAAY NOT BE REPRODUCED IWITHOUT THE WRITTEN PERMISSION OF 'rLegacy Custom Modular Homes, LLC.' r-Y=�t; r � w Y w w U u z a a a s U S J W �11 0,.aoa�Qw Z wi�.a� oar LA Tr n a w O o o �f mNn Y o o 88 < Z ¢ w CD r o CD FttLE: S;O.FT.: STTATE: TiYPE: WODEL: O�RAWING: TYPICAL FFOUNDATION PLAN SHEET: 5 i I 1/STEEL COLUMN STANDARD FOR ALL MODELS WITH FULL BASEMENTS TN UNIFORM LOAD PLF IDENTIFIED AT MATEUNE •I o ON EACH INDIVIDUAL PLAN o i CENTER BEAM WITHIN FLOOR SYSTEM (SEE CROSS SECTION) i�STANDARD PIPE STEEL COLUMN OR CONCRETE FILLED STEEL COLUMN i STANDARD FOR ALL MODELS WITH FULL BASEMENTS OPTIONAL OF MODULE* OVERALL LENGTH OF HOUSE* ALTERNATE CRAWL SPACE ACCESS 16"x24" MIN FOR CRAWL SPACE VENTILATION REQUIREMENTS SEE PG 5D NOTE 6 ACCESS �JBOX FOR CRAWL 16"z24" MIN SPACE ELECTRICAL 0 UNIFORM LOAD PLF IDENTIFIED ON Z EACH INDIVIDUAL PLAN Z a 0 a w c~i7 ALL POINT LOADS IDENTIFIED IN LEIS AT SPECIFIC LOCATION ON > EACH INDIVIDUAL PLAN. J i V) ; L________ __: //j L _ __THIN_: `--CENTER BEAM WITHIN FLOOR SYSTEM (SEE CROSS SECTION) BLOCK PIER STANDARD FOR ALL CRAWL SPACE MODELS. FLOOR PLANS ARE DESIGNED WITH FOUNDATION WALL THICKNESS OF 8" MIN AND 10" MAX. IF FOUNDATION WALL THICKNESS EXCEEDS 10'. BASEMENT STAIRS MAY BE AFFECTED. ACTUAL FOUNDATION DESIGN SHALL BE COMPLETED BY A REGISTERED PROFESSIONAL FAMILIAR WITH LOCAL SOIL CONDITIONS WHO IS ABLE TO PROVIDE SIGNED 8 SEALED FOUNDATION DRAWINGS AS REQUIRED BY STATE OR LOCAL JURISDICTIONS. THIS FOUNDATION PLAN IS INTENDED TO PROVIDE DIMENSIONS AND LOADING FOR COORDINATION PURPOSES. I i X _________t_ > e►J - a ------------------------- a . I ! OVERALL WIDTH OF HOUSE* I *SEE INDIVIDUAL FLOOR PLAN FOR SPECIFIC DIMENSIONS. w RECESSED ENTRY I RAISED RANCH FOUNDATION/BASEMENT SPLIT LEVEL FOUNDATION/BASEMENT -.010 OPTIONAL CN1 BASEMENT FOUNDATION -TOWNHOUSE OPTION FOUNDATION -DUPLEX OPTION FOUNDATION BASEMENT FOUNDATION CRAWL SPACE PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Built Portion state o DAVID E. G BILLINGSLEY m{ CIVIL � No. 47769. .o 9�GIST�p�O���'� 0]j-cn p Q�°CryU 0.' 1a4 Q n o Z z IaO 24J u vy 0< h a. U W °za o � 1 z�� C) THESE DRAWINGS HAVE BEEN PREPARED Br;, (w*. gl"cohacom) r-� F'NCO, INC. THIS DOC(;t MENT AND THE SUBJECT MIATTER CONTAINED HEREIN IS 'PROPRIETARY AND MAY NOT -`BE REPRODUCED W1THOUIT THE WRITTEN PERWISSION OF 'Legacy CNstan Modular Ho es, LUC.' C/) CD Z i= U w -> c K � C a W w O N FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING:. FOUKDATION OPTIONS SHEET: 29/11 2.4 or 2X6 SPF STUD GRADE OR BETTER 016'0o OR 24'oc SEE CALCS MANUAL FOR LIMITATIONS FOR REWIRED RIM JOIST TO SILL PLATE FASTENING SEE PGS 121 de 18 PITCH AWAY FROM STRUCTURE 6' IN FIRST 1D MIN. 1/2' MIN ANCHOR BOLT OR APPROVED ANCHOR 2x MIN. P.T. SILL W/ALUM TERMITE SHIELD FASTENED TO FOUNDATION W/ ANCHOR BOLTS SEE PG 5 FOR BOLTS SPECIFICATIONS & SPACING WATER PROOFING FOUNDATION COATING PER ALL STATE & LOCAL CODE REQUIREMENTS FOUNDATION WALL —CONCRETE SLAB 4' DIAM. PERFORATED FOOTING DRAIN LAID ON 2' THICK BED OF STONE. COVER W/ CRUSHED STONE EXTENDING 6' ABOVE AND 12' BEYOND THE OUTSIDE EDGE OF THE FOOTING. COVER ENTIRE ASSEMBLY W/APPROVED FILTER MAT•L AND DISCHARGE TO DAYLIGHT SECTION 'A' FULL BASEMENT MARRIAGE WALL__""4 20 or 2X4 SPF STUD GRADE OR BETTER 016'oc SEE CALCS MANUAL FOR LIMITATIONS FLOOR JOIST .131'x3' NAILS TOE -NAILED AT 6' O.C. EACH MODULE a PIER FOOTING SIZE & REINFORCING TO BE DETERMINED BY A LOCAL ENGINEER OR ARCHITECT BASED ON .ACTUAL LOADS AND SOIL CONDITIONS SECTION 'C' CRAWL SPACE —GRAVEL: COMPACTED AND LEVELED OFF �-6 MIL VAPOR BARRIER, OVERLAYED 12' AT SEAMS TDOTING SIZE & REINFORCING TO BE DETERMINED BY A LOCAL ENGINEER OR ARCHITECT BASED ON ACTUAL LOADS AND SOIL CONDITIONS (FLOOR DECKING 2z8 MIN. P.T. SILL PLATE . PLATE ANCHOR (2) PER PIER PIER W/ REINFORCING AS REWIRED PER LOCAL CODE AND INDIVIDUAL FOUNDATION DESIGN ar 216 SPF STUD GRADE E1 BETTER N.- OR M'oc IRED SOLID BLOCKING REW SEE CALLS MANUAL FOR LIMITATIONS AT CANTILEVER ANCHOR BOLT OR APPROVED ANCHOR i i01 r i r 2'-0• + FULL HEIGHT FOUNDATION WALL MAX NTRY WALL FOR REWIRED RIM JOIST TO SILL PLATE FASTENING ANCHOR BOLT OR APPROVED ANCHOR LANDING 2x MIN. P.T. SILL W/ALUM TERMITE SHIELD FASTENED TO FOUNDATION W/ ANCHOR BOLTS PITCH AWAY FROM STRUCTURE 6' IN FIRST 10' MIN. x « WATER PROOFING FOUNDATION COATING PER ALL STATE & LOCAL CODE REQUIREMENTS FOUNDATION WALL REBAR MAY BE REQUIRED PENDING SOIL CWDITIWS CONCRETE SLAB q' DIAM. PERFORATED FOOTING GRAIN LAID ON 2• THICK BED OF STONE. COVER W/ STONE EXTENDING 6' ABOVE AND GRAVEL COMPACTED(CRUSHED 12' BEYOND THE OUTSIDE EDGE OF THE ' AND LEVELED OFF FOOTING. COVER ENTIRE ASSEMBLY 6 NIL VAPOR BARRIER, 'NI/APPROVED FILTER MAYL AND DISCHARGE OVERLAYED 12' AT SEAMS TO DAYLIGHT SECTION AI H ENTRY DOTING SIZE It REINFORCING TO BE DETERMINED BY A LOCAL ENGINEER OR ARCHITECT BASED ON ACTUAL LOADS AND SOIL CONDITIONS 2z4 or 2X6 SPF STUD GRADE OR BETTER 016bc OR 24'oc SEE CALCS MANUAL FOR LIMITATIONS FOR REQUIRED RIM JOIST TO SILL PLATE FASTENING 2x MIN. P.T. SILL W/ALUM SEE PGS 121 & 18 TERMITE SHIELD FASTENED TO FOUNDATION W/ ANCHOR BOLTS SEE PG 5 FOR BOLTS SPECIFICATIONS & SPACING PITCH AWAY FROM STRUCTURE FOUNDATION WALL 6' IN FIRST 10' MIN. _ CL GRAVEL: LEVELED OFF 00 6 NIL VAPOR BARRIER, WATER PROOFING FOUNDATION OVERLAPED BY 12' AND BE SEALED OR COATING PER ALL STATE & LOCAL _ TAPED. CODE REQUIREMENTS _ FOOTING SIZE & REINFORCING TO BE DETERMINED BY A LOCAL ENGINEER OR HITECTSECTION 'A' LOADSIAND SOIL BASED ACTUAL CRAWL SPACE 12 VARIES RAFTER OR PREMANSPACED PER DESIGN TRUSS SPACED PER DESIGN SPECIFICATIONS 2x4 or 2X6 SPF STUD GRADE OR BETTER 016'oc OR 24'oc SEE CALCS MANUAL FOR LIMITATIONS 2. P.T. BOTTOM PLATE 4L POURED CONCRETE SLAB 3500 PSI FOUNDATION WALL-4.'l SECTION V GARAGE ENGINEERED FOUNDATION DESIGN PER RESIDENTIAL CODE SECTION R301.1.3. TREATED SYP SUPPORTS SIZED PER CALCULATIONS MANUAL SECTION 16. FOOTING SIZES SHALL BE DETERMINED BY A NYS REGISTERED DESIGN PROFESSIONAL THAT IS FAMILIAR WITH THE SITE AND SOILS CONDITIONS SEALED AND 4' LEDGE TO RECEIVE CONCRETE SUB INCHOR BOLT OR APPROVED ANCHOR SIGNED DRAWINGS FOR THIS FOUNDATION DESIGN SHALL BE 4X4 MIN. TREATED MUD SILL FASTENED SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION FOR TO FOUNDATION W/ ANCHOR BOLTS OR REVIEW AND APPROVAL. APPROVED FASTENER, SEE PG 5 FOR SPACING REQUIREMENTS FOR REQUIRED RIM JOIST A TO SILL PLATE FASTENING SEE PGS 121 & 18 GR GRAVEL, LEVELED OFF FOUNDATION ENCLOSURE BETWEEN FLOOR AND GRADE TO BE COMPLETED ON -SITE BY OTHERS PITCH AWAY FROM STRUCTURE - 6' IN FIRST 10' MIN. CL 6 MIL VAPOR BARRIER, OVERLAYED 12' AT SEAMS NCRETE FOOTING SIZE & REINFORCING TO BE DETERMINED BY A LOCAL ENGINEER OR ARCHITECT ITIOON NSACTUAL LOADS AND SOIL SECTION 'C' COND (4) 3/8' x 4' LAGS 3/8' x 6' x 9' (MIN) THRU PLATE STEEL PUIE INTO GIRDER PIPE STEEL TIANDARD OLUMN OR CONCRETE ILLED STEEL COLUMN OPTIONAL BASE PLATE LOCATION (IF FLOOR IS POURED PRIOR TO THE SETTING OF THE MODULES) CONCRETE SLAB GRAVEL: COMPACTED AND LEVELED OFF . s 6 MIL VAPOR BARRIER, OVERLAYEO 12' AT SEAMS FOOTING SIZE & REINFORCING TO BE SECTION 'B' DETERMINED BY A LOCAL ENGINEER FULL BASEMENT OR ARCHITECT BASED ON ACTUAL LOADS AND SOIL CONDITIONS 4' THICK (NOMINAL) CONCRETE SLAB W/ 6.6.10/10 W.W.M. REINFORCEMENT PLACED IN THE CENTER OF THE SLAB FINISHED GRADE TO BE SLOPED AWAY FROM THE PORCH GRAVEL: COMPACTED AND LEVELED OFF -- CL I 6 MIL � VAPOR BARRIER, OVERLAYED 12' AT SEAMS `. FOUNDATION WALL . FOOTING SIZE & REINFORCING TO BE""""J DETERMINED BY A LOCAL ENGINEER OR ARCHITECT BASED ON ACTUAL LOADS AND SOIL CONDITIONS SECTION 'E' PORCH OPTION 1• OPTION !2: OPTION /3: DOUBLE SILL PLATE SINGLE SILL PLATE WITH SILL PLATE TIE DOWN SILL PLATE OPTIONS OTHER APPROVED FASTENERS MAY BE USED PFS Corporation Northeast Region APPROVED H Raup - 3 7/11/11 Approval limited to Factory Bulk Portion stale approval slompe ���H OF M�ssq�'ti DAVID E. G BILLINGSLEY CIVIL No. 47769 P0,c�''/ST oeP�O��'�'� �0o O ra¢�M�U ¢v^vU p o GZ] w I - z p,Ij _0 N Z k U Zp¢3 r � ¢y W == a0 v ox ziz 0 O UN h 1 U THESE 1DRAWWGS HAVE BEEN PREPARED) BY ( gleacomc.com) QL ENCA, INC. OOPWRIGHT©2099 THIS DI50MMENT AND THE SUBJECTT MATTER CONTAINED HEREIN [IS PROPRIETARY AND MAY N60T BE REPRODUCED W1N&7 THE WRITTEN PPERMISSION OF 'LeWcy Custom Modular IHomes, LLC.' Cn 0 Z Q U Cf) O LJJ w En O C, n J U CO SO.FT,: STATE: I MODEL: Fft)NDATION IbETAILS SHEET: 5 0 FOUNDATION NOTES: 1. ALL CONSTRUCTION & MATERIAL BELOW THE BOTTOM OF THE FLOOR JOISTS IS THE RESPONSIBILITY OF OTHERS AND IS TO BE DONE IN ACCORDANCE W/STATE AND LOCAL CODES. DETAILS ARE SUGGESTIVE ONLY. 2. FLOORPLANS ARE DESIGNED WITH FOUNDATION WALL THICKNESS OF 8" MIN AND 10" MAX/ IF FOUNDATION WALL THICKNESS EXCEEDS 10", BASEMENT STAIRS MAY BE AFFECTED. 3. MODULAR MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN, PIER OR SUPPORT SPACING EXCEEDS MAX SPANS SHOWN ON INDIVIDUAL PLANS. 4, BASEMENT ENTRANCE, FOUNDATION OR CRAWL SPACE WALLS, EXCAVATION AND BACK FILL, PILASTER, ETC. MUST COMPLY WITH ALL STATE AND LOCAL CODES, LAWS, RULES AND REGULATIONS. 5. INSULATION IN FLOORS OR ON FOUNDATION WALLS AS REQUIRED, IS THE RESPONSIBILITY OF THE ON -SITE BUILDER AND IS TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES AND RES-CHECK INCLUDED WITH EACH MODEL 6. FOUNDATION WINDOWS OR VENTS (INSTALLED BY OTHERS) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION. ONE VENTILATING OPENING SHALL BE LOCATED WITHIN 3' OF EACH CORNER. THE TOTAL AREA OF VENTILATION OPENINGS MAY BE REDUCED TO 1/1500 OF THE UNDER FLOOR AREA WHEN A CLASS I VAPOR BARRIER IS INSTALLED AND REQUIRED OPENINGS ARE PLACE TO PROVIDE CROSS -VENTILATION OF THE SPACE. VENTILATION IN UNDER FLOOR SPACES SHALL NOT BE REQUIRED WHERE EXPOSED EARTH IS COVERED BY A CONTINUOUS VAPOR BARRIER INSTALLED AS SPECIFIED IN 2009 IRC R408.3.1 AND THE UNDER -FLOOR SPACE IS MECHANICALLY VENTED PER 2009 IRC R408.3.2. 7. RESERVED FULL BASEMENTS MUST HAVE AT LEAST ONE EMERGENCY EGRESS OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, EMERGENCY EGRESS OPENINGS SHALL BE REQUIRED IN EACH SLEEPING ROOM, BUT SHALL NOT BE REQUIRED IN ADJOINING AREAS OF THE BASEMENT. BASEMENTS UNDER 200 SQ.FT. MEANT TO HOUSE MECHANICAL EQUIPMENT ONLY DO NOT REQUIRED AN EGRESS OPENING. 8. EGRESS OPENINGS ARE PERMITTED TO OPEN UNDER DECKS AND PORCHES AS LONG AS A MIN. HEIGHT OF 36" IS ALLOWED FOR PASSAGE UNDERNEATH THE STRUCTURE. 9. GARAGE OR CARPORT FLOORS MUST SLOPE AWAY FROM RESIDENCE AND TOWARD DRAIN OR MAIN VEHICLE ENTRANCE. 10_ CRAWL SPACE FOUNDATIONS REQUIRE A MIN. OF 18"x24" ACCESS OPENING THROUGH FLOOR OR 16"x24" OPENING THROUGH WALL. 11, CRAWL SPACE CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL SHALL BE A MIN. OF 18". 12 FIRE SEPARATION IN TWO FAMILY DWELLINGS OR TOWNHOUSE UNITS SHALL BE CONTINUOUS FROM UNDERSIDE OF ROOF TO BASEMENT FLOOR. 11 PLASTIC PIPE SHALL NOT PENETRATE FIRE SEPARATION WALL UNLESS APPROVED THRU-PENETRATION ASSEMBLIES ARE USED. 14, ANCHOR BOLTS SHALL BE PLACED SO AS NOT TO INTERFERE WITH FLOOR JOISTS. 15, PLAN SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATION. IF ADDITIONAL EXTERIOR FOAM INSULATION IS USED, INCREASE THE FOUNDATION IN LENGTH AND WIDTH ACCORDINGLY TO MAINTAIN PROPER OVERHANG. 16, OPENINGS IN MARRIAGE WALLS MAY REQUIRE EXTRA COLUMNS IN THE BASEMENT/CRAWL (ONE AT EACH FND OF THE SPAN). ALL POINT LOADS CREATED BY CLEAR SPANS ABOVE MUST BE TRANSFERRED DOWN TO THE BASEMENT COLUMNS. SEE INDIVIDUAL PLAN FOR REQUIRED COLUMNS. 17_ ALL EXHAUST SYSTEMS (i.e. FURNACE DISCHARGE ETC.) TO TERMINATE TO EXTERIOR WITH BACK DRAFT BAFFLE. PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Built Portion state �ZN OF AgSsgc DAVID E. tiG BILLINGSLEY 1,141 CIVIL � t� No.47769 CJ 9FO/STre �o O �Qr�NU XQv—U > 1. rrn C7 CpO��Z —0 uv Zzp XU 10 U� W °x 5 a a I 0 0 o � z�= Ga THESE_DDRAWINGS NAVE BEEN PREPARED)I BY Iw.., glencooccom) GLENCO, INC. COMIRIGHT@201111 THIS G)OCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN,I IS PROPRIETARY AND MAY WOT BE REPRODUCED WTTMUOUT THE WRITTEN PPERMISSION OF 'Legoaey Custom Modular Mores, LUC." rq z 0 0� o� a W O 0 NJ U m FILE: SO.FT.:, STATE: TYPE: MODEL;: DRAWIN(& FOUND)'ATION NOTES MASS SHEET:, D. 06/29/11 RANCH / TWO FAMILY - TYP END ELEVATION TYPICAL FRONT REAR OR SIDE ELEVATION MODIFY TRUSS/RAFTER SPACING PER SNOW DRIFT REQUIREMENTS. SEE INDIVIDUAL PLAN PLANS. ROM VENT GOPTgNAl CABLE END VENT ,z —I r,x x RANCH END ELEVATION W/OPT. ADDED ROOM SHOWN AS RANCH ALSO AVAILABLE IN RAISED RANCH & SPLIT LEVEL ADDITIONAL BOX MAY BE ADDED AT FRONT, REAR AND/OR SIDES OF MODULES LOCATION OF DORMER MAY VARY DORMER MAY BE ADDED AS AN RIDGE VENT OPTION TO ANY MODEL 1 im IN , L iL RAISED RANCH • FAMILY TYP END ELEVATIO WITH CANTILEVER/RECESSED ENTRY WMnnI0Uff5 — ... Axr or MI K iDLL0An1. 1ENANT SEPARATION TO BE 1 HOUR OR Z A�S4ME Mars HOUR TIRE RATED ASSEMBLY. ".I.E. ToxNHoUSE5 RE (R) 1 HIT ASSEMBLIES eolsmuClRM SxAu Y[Fi a VENT EMS[D NL 'IT AxD LacN Rau.a SEE FIRE RATED DETALS PC 17 RIDGE VENT ®® ®® ®� RANCH DUPLEX ANxxouffs wr xfo c Ax• a K fnEa.,M. AUES4af uMrs gpxcM115 CbKSwu YEEi a [ttafD $.. NL SiAtt AND Mn'AL RCWRExfxrs RAISED RANCH DUPLEX RIDGE VENT OPTIONAL GABLE END VENT 1R INDIVDUAL MODEL PLANS. - 12 (01 -MODIFY TRUSS/RAFTER SPACING PER PORCH HEADER. SEE rSNOW DRIFT REQUIREMENTS. $EE CALCULATIONS MANUAL INDIVIDUAL MODEL PLANS. SECTION 6. PFS Corporation Northeast Region APPROVED H Raup - 3 � Y 7/11/11 Approval limited M Factory Built Portion tt[ jr RANCH END ELEVATION W/OPT ATTACHED GARAGE PB BOTH MAYMODUEXTEND LES (SIZETk nRANCH END ELEVATION W/OPT RECESSED PORCH SHOWN AS RANCH ALSO AVAILABLE IN RAISED RANCH & SPLIT LEVEL LOCATION MAY VARY IN ANY SHOWN AS RANCH ALSO AVAILABLE IN RAISED RANCH & SPLIT LEVEL DIRECTION) PORCH HEADER. SEE RIDGE VENT CALCULATIONS MANUAL SECTION 6. 17 B-1Z �� �� as OPTIONAL PORCH SIZE & LOCATION MAY VARY IN ANY DIRECTION— R TYPICAL SINGLE WIDE FRONT OR END ELEVATION SEE PG 6F FOR NOTE REFERENCES. ��PLSN 0 F Mgss9c DAVID E. yc BILLINGSLEYL CIVIL No. 47769 a ��9FGISTBP``����� o i p-10 O Q r N N U CGQ�^U .] G• K r Q �DU M. C7 o°--cz za So c7 w '-' �ZOw3 N Lai.I 0. h U d L 2 s 4 3 Z22 o� U� THESE DRAWINGS HAVE BE PREPARED BY (wrx.glcnc-ZcEomN) GLENCO, INC. OOPbG ONT©2©99 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF �Legocy Custom Madulor Hanes, LLG� En 0 Z cn w I— cn co DO qu N In H z a o r co Z d = o a K U W Of N O J O U W w Vf i � N ¢ w CO s o g ~< O m O _ O O p O O o Z W,p 0: n of 01 Q J � Q [)' FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: TYPICAL RANCH ELEVATIONS SHEET: OPTIONAL MODIFY TRUSS/RAFTER SPACING PER _ THIS SECTION OF ROOF SNOW DRIFT REWIREMENTS. SEE INDIVIDUAL MODEL PLANS. OPTIONAL GABLE END VENT INSTALLED BY BUILDER - MAY BE SUPPLIED BY FACTORY OR ON SITE BY BUILDER. lDxxxwFEs—.auME AM1' of M FptoMxc I TENANT SEPARADON TO BE I HOUR OR 2 THIS LEVEL MAY BE ROTATED ACn59-wOS HD11R FIE RATED ASSEMBLY. BOOR LOWERED TO FORM 12 A T-RANCH OR RAISED TO 3-122 —ERS TNKINM Muu Ma.a DIn U1 $lA1E Ax0 LDCIl MWR[M[xtt TowicuSES RE0JRE (2) 1 1R ASSEMBLIES I SEE FIRE RATED OETAAS PG 1T FORMA 2-STORY RIDGE VENT RIDGE VE NT oMAwsL aLY lm.«,ousL a nc SPLff LEVEL DUPLEX THIS ENTRY MAY BE RECESSED AND AN OPT. PORCH MAY BE ADDED SPLff-LEVEL - WP. SIDE ELEVATION THIS SECTION OF ROOF INSTALLED BY BUILDER - MAY BE SUPPLIED BY FACTORY OR ON SITE BY BUILDER. MODIFY TRUSS/RAFTER SPACING PER 2 SNOW DRIFT REWIREMENTS. SEE INDIVIDUAL MODEL PLANS. 112 RIDGE VENT OPTIONAL HP ROOF SPLff- LEVEL - TYP. REAR ELEVATION OPTIONAL CABLE END VENT 1.: OPTIONAL CABLE END VENT INSTALLED SDCBYO BUOF ROOF RO MAY BE SUPPLIED BY FACTORY OR ON SITE BY BUILDER. RIDGE VENT MODIFY TRUSS/RAFTER SPACING PER SNOW DRIFT REQUIREMENTS. SEE 12 OPTIONAL HIP ROOF INDIVIDUAL MODEL PLANS .12 nc mom E3E3 00 a3 RA SEE PG 6F FOR NOTE REFERENCES. OPTIONAL GARAGE AVAILABLE FOR RANCHRNSED RANCH AND SPLIT-LEVEL MODELS -r OR 'L' RANCH - TYP. FRONT ELEVATION PFS Corporation Northeast Region APPROVED RIDGE VENT OPTIONAL GABLE END VENT H Raup - 3 OPTIONAL CABLE END VENT RIDGE VENT MODIFY TRUSS/RAFTER SPACING PER SNOW DRIFT REQUIREMENTS. SEE/TT/TT THIS LEVEL MAY BE ROTATED WDIVDUAL MODEL PLANS Approval limited to W OR LOWERED TO FORM Factory Built Portion A T-RANCH OR RAISED TO }p FORM A 2-STORY RIDGE VENT OPTIONAL HIP ROOF ®® 00 THESE LEVELS MAY BE REVERSED SPLff- LEVEL - TYP. FRONT ELEVATION OPTIONAL GARAGE AVAILABLE FOR RANCKRAISED RANCH AND SPLIT-LEVEL MODELS OF M,gss9 pt' DAVID E. < BILLINGSLEY v CIVIL No. 47769 .0 9ficisTEP``� �o O p,NNV Qi-cc V^V ,..Ta„r14 .a L .1 0 o°1 0 rz z�];so ,?o¢� �, 3 Ewa. 3 o� --1 V THESE DRAWINGS HAVE BEEN PREPARED BY (MMM.gleneoine.eom) GL.ENCO, INC. 1WRITTEN 99THIS DOCUMENSUBJECT MATTEEDHEREIN IS PROPNDMAY NOT BE DWITHOUT THPERMISSLegacy Cust Homes, L C.' ' Fcf) V Z 1- U O o_ 111 w() U1 N n U CO m DO ,�oo Y U W_ w U 0. OLD z ¢ Qo. ax 5 N 5 U o p a o > n z U . J Z N > U z D s W w o o > Q W U N w C) U w d S o a CTT ¢ � r \ o D O o 00 0 Z Q W J � K FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: TYPICAL RANCH ELEVATIONS SHEET: 6 A MODIFY TRUSS/RAFTER SPACING PER SNOW DRIFT REOUIREMENTS, SEE INDIVIDUAL MODEL PLANS. 2 WNT PORCH HEADER. SEE OPTIONAL PORCH CALCULATIONS MANUAL }I] SECTION 6— ornoxu AaaTmxu aaMALs RIDGE VENT MODIFY TRUSS/RAFTER SPACING PER r SNOW DRIFT REWIRENENTS. SEE INDIVIDUAL MODEL PLANS. - lim of 6P,�«.IAaM—I—Et CAPE OPpMNA0011pKYOWIES SIDE ELEVATION W/OPTIONS SEE PG 6F FOR NOTE REFERENCES. H. Ele �� 8 *� CAPE a CAPE TYPICAL REAR ELEVATION SIDE ELEVATION PROW ROOF ELEVATION LOCATION/SIZE OF DORMER MAY VARY CAPE W/OPTIONAL SHED DORMER TYPICAL REAR ELEVATION P� CAPE W/OPTIONAL SHED DORMER TYPICAL SIDE ELEVATION SIDE ELEVATION CAPE SIDE ELEVATION PFS Corporation Northeast Region APPROVED H Raup - 3 7/11/11 Approval limited to Factory Built Portion state 0 DAVID E. yG BILLINGSLEY 111, CIVIL cn NO.47769 �o O Q r N N U O c4 4 -' U , a, .r.IQ .1 U-W j - o0 C4 QU ¢ N �?0¢3 Ewa 3 �d Ud C7�^ W °x a; z�� ou THESE DRAWINGS HAVE BEEN PREPARED BY (.rr.glmcoinc.com) GLENCOI INC. COPbRIMT ©209 9 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF .Legacy Custom Modular Homes, L-C." U) z U 0 in O a Lu w O � U w o m y Y Z w U m Y W_ w U z iD oa Z oa U Q 4 U 5 � w N to ago } H p ao azUL;j Z wa zy ��w u0i ti� aw O >CL a ¢ \ a o Q o o GO O ~ �o �o � 00000 3 Z Q L,J J w eneo o+oo C� FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: TYPICAL CAPE ELEVATIONS SHEET: � n 06/29/11 MODIFY TRUSS/RAFTER SPACING PER SNOW DRIFT REQUIREMENTS. SEE INDIVIDUAL MODEL PLANS. won J111 In �� ■�. _MEN€I ■enLEI aG M b CAPE s DP WA c RNR FRONT ELEVATION 101rIx01lYS AOYis�mEiTS tt mAaAo6 I TENANT SEPARATION TO BE 1 HOUR OR 2 D'ii rtuy SAND HOUR FIRE RATED ASSEMBLY. fvaEO ri Iaa.A�yEgFT wEl[x15 170NNHQ1SE5 REQUIRE (1) 1 XR ASSEMBLES RaEE KxT SEE FINE RAZED DETAILS PG lT IDDD[ <rt DPMWAI —EA !-0� 1�-O� OPTTOI" DOWER MDusE aav TawxarsE OPTIONAL HIP ROOF FM ac MEIMI N b CAPE DUPLEX TYPICAL REAR ELEVATION TORNwuQs wr ntauErc Alit a x fnaoRlxa AtlYSRaL wiR TENANT SEPARATION TO BE 1 HOUR OR 3 1%prxURS HOUR FIRE RATED ASSEMBLY. QIRDIrOMN 1ATE .wD LaL4 CoxSTR�I Ruu M[tta HWoS!REWI1 niFO Au 5R[ENI$ RE () I IIN ASSEMBLIES b I' SHED DORMER DUPLEX TYPICAL REAR ELEVATION LOCATION/SIZE OF DORMER MAY VARY CAPE W/OPTIONAL GARAGE SIDE ELEVATION OPTIONAL HIP ROOF SEE PG 6F FOR NOTE REFERENCES. PFS Corporation Northeast Region APPROVED H Raup-3 7/ll/ll Approval limited to Factory Bulk Portion -1.. .MI .l. - � s90 DAVID E. tiG BILLINGSLEY m{ CIVIL -4 No. 47769 .10 o 0 Iar�NO o<4-r a¢e-u J LIMvQ M z a no <0LU yzzz , �uJcc..�3 U a Ud Q w W s a 0-4� THESE DRAWNGS HAVE BEEN PREPARED BY ( glenconc.com) GLENCO, p�C. COPYRIGW@2099 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legwy Custom Modular Homes, LLC,' 0 z Q F � U 0 O cf) � W w � � w O C/) n y� 0 GO U OD FILE: SQ.FT.: STATE: TYPE: MODEL• DRAWING: TYPICAL CAPE ELEVATIONS SHEET: 6 C 1D.NIaIMs w. cYNN MI. rc w rpua.N; gR MODIFY 1RU55/RAfiER SPACING PER I SNOW DNfT REQUIREMENTS YE DNtp�y II�WFx apW[I[M NpNWAL YODEL PUNS r TEMNIT STA IIN ro V I IIDUR OR ] IIaLR FRC RATETD ASSEMMY TaANNDUSES KWK (1) 1 HR ASMOVES b SEE NIE ..a MIALS PG TT r A�NI .aw „ a m& HP ROOF f_B. •� �. MOE A D• OPiRYI.. NP ROOF �r aPTONAI w ROaF nD 00 H 00 TWO STORY TOWNHOUSE FRONT ELEVATION EXTERIOR FINISH PER Ir{DIV. PLANS LOCATION OF CABLE MAY VARY. DORMERS MAY BE ADDED AS AN OPTION TO ANY MODEL RIDGE VENT OFFSET MAY VARY 12 AND WINDOWS PER OPRONAL CABLE END VENT SEE INDIV. PLAN 11 _ DOORS INDIVIDUAL FLOOR PLAN FT'S5RAFTER $PACING PER 1 1 OIREMENTS SEE OPT REVERSE CABLE EL PLANS VARIES IN SIZE I DOORS AND W1NDOw5 PER ` 1In5E FATE MAYBE dBTIED L INDVIDUAL FLOOR PLAN92E❑bLTODIFY 4�'O�WDR PER FTER SFS. ME SNOW DRIFT REQUIREMETS. SEEW 11, . RED BANS.REIN MDINWAL MODEL / \—DOORS AND WINDOWS PER FRONT ELEVATION INDIVIDUAL FLCOR PLAN TWO STORY - TYP END ELEVATION LOCATION OF GARAGE/FAMILY RM. MAY VARY. GARAGE/FAMILY RM. MAY BE AWED AS AN OPTION TO ANY MODEL RCGE VENT FOR, DRE RATING REQUIREMENTS AND OPTIONAL WEE END KNT SEPARATION OF GARAGE FROM DWELLING SEE PACE 1TA NAND YIDONS PER rV PLIx Yl1 I — MODIFY TRU55/NAFIER SPACMC PER SNOW DRIFT REQUIREMENTS. SEE INDIVIDUAL MODEL PLANS ODRY Va"S/RAFTER SPACING PER ❑ j—I ❑ ❑ nD Slow DRIFT REQUIREMENTS. SEE LJ INOINOUAL MODEL BANS. by bW FIA aPIXNn w RODF ❑ ❑ ❑ ❑ b DDDAs A b Y W/ OPTIONAL &FDM/FAMILY RM. MOD" TRUSS/RAFTER SPAGNG PER SNOW DRIFT REQUIREMENTS SEE INDMOUAL MODEL PIONS. RIDGE TENT —OPTIONAL WRLE END MW o :� o O nd- r ry N U a d v U z o r O z z'�v,o -zxy �waT.L''3 N 3 U U U -� QW w z' 3 � n ?•`yd z�� U N-I u THESE DRAVANGS HAVE BEEN PREPARED BY (Wrw.gle vric.com) GLENCOr INC. ((COPYRIGHT © 2011 THIS DOCUMENT AND THE `SUBJECT MATTER CONTAINED I HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Homes, ELC.' lU) V z I Q CD � ME Ly.J ❑ ❑ ❑a w m Nnim, nR La PFS Corporation END ELEVATION (TOWNHOUSE) Northeast Region APPROVED H Raup-3 7/11/11 Approval Bmited to Factory Built Portion SEE PG 6F FOR NOTE REFERENCES. state approval stampe 1tv OF Mgss90 DAVID E. BILLINGSLEY 0 CIVIL No. 47769 9F�isTti�'���� l L \ F�U2s�l1LFA, IG'\�� m o� Dm ,moo w Y U w_ w U Z i0 Z U a a U a 5 s 5 H f� d O p Z O lJ z = Lw 1[r ZO C O Owl a N � N 5 0 w O Q < � r Q o � o a 00 U 0 3 z w � > [L' ICI n rorn� Q OE J FILE: SQ.FT.: STATE: TYPE: MODEL: DRAWING: TYPICAL TWO STORY ELEVATIONS SHEET: 6 D 06/29/11 PORCH HE CALCULATI SECTION B TWO STORY FRONT ELEVATION WITH OPTIONAL PORCH - VENT TWO STORY REAR ELEVATION Tow.cu rs w. eoxrt ANr a x EalawNE: Acasseu: w�Ts CaKTANCNw 9uLL N[CE a TENANT SEPARATION 10 BE 1 H" OR 2 F.VELO STM AMO lax GEaIR n TWO STORY DUPLEX FRONT ELEVATION TWO STORY SIDE ELEVATION b TWO STORY SIDE ELEVATION WITH OPTIONAL CANTILEVER LING PI SEE VYIAAvnL nUw TWO STORY/DUPLEX SIDE ELEVATION SEE PG 6F FOR NOTE REFERENCES. PFS Corporation Northeast Region APPROVED H Raup-3 7111/11 Approval limited to Factory Built Portion state opprmtol stampe OF Mgss9c per' DAVID E. yG BILLINGSLEY V CIVIL � No. 47769 A NAL 11 Oom O C) a:Qv-"U x7C)^W h z c4sz Q0L . �Zb<� 4wa=P- �' 3 Q� 0 L o o� 1 oQ THESE DRAWINGS HAVE BEEN PREPARED BY (—gleacomc.com) GLU=, NO. OOPYRIOGIT ©2111 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF Legacy Custom Modular Homes, LUC." U) 0 z U w Cf) O K a W w C/) O r r � N L U w o _J m r W U w w_ U z e o � zLo o ao_ as 5 w Tn Q�� HN-- Oa a o oyoU a z o< > z Q N z a I a a w tt o J 0 N Ct) O aw 5� w o o a \ � a � w \ Q v \� o 47, n 47 a Y m O H o n Ll w O_ b n aD W O Q J p U FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: TYPICAL TWO STORY ELEVATIONS SHEET: 6 r ELEVATION NOTES: 1. SIDE ELEVATIONS SHOWN ARE TYPICAL OF BOTH LEFT AND RIGHT SIDES 2. ALL ELEVATIONS ARE SHOWN WITH A TYPICAL ROOF PITCH, SEE ROOF SYSTEMS DETAILS FOR OTHER AVAILABLE ROOF OPTIONS. 3. CONFIGURATIONS OTHER THAN SHOWN MAY BE USED SUCH AS LEVEL CHANGES, VARIOUS OFFSETS AND SETBACKS. 4. SIDING SHOWN ON ELEVATIONS IS 4" VINYL OR ALUMINUM. OTHER SIDINGS ARE AVAILABLE, INCLUDING T-111, HARDI-PLANK, AND LOG SIDING. (REF. SHEET 18B FOR TYPICAL SIDING INSTALLATION INFORMATION.) 5, SIDING FOR ENDS AND BOTTOM ROW IS SHIPPED LOOSE FOR ON -SITE INSTALLATION BY BUILDER. 6. ALUMINUM SIDING TO BE GROUNDED. 7. SHUTTERS ARE OPTIONAL ON ALL MODELS. 8. EXTERIOR LIGHTS TO BE SHIPPED LOOSE FOR ON -SITE INSTALLATION BY BUILDER. 9. EXTERIOR GFI RECEPTACLES TO BE WEATHERPROOF. 10. PATIO DOORS MAY BE STANDARD OR OPTIONAL. SEE INDIVIDUAL FLOOR PLAN. 11. THE NUMBER OF WINDOWS VARIES ACCORDING TO EACH INDIVIDUAL FLOOR PLAN. 12. WINDOWS AND/OR DOORS MAY BE MOVED, ADDED, OR REMOVED PER INDIVIDUAL PLANS AS LONG AS LIGHT, VENT, BRACED WALL, AND ENERGY REQUIREMENTS ARE MAINTAINED. 13. EMERGENCY EXIT FOR HABITABLE BASEMENT ROOMS TO BE PROVIDED BY BUILDER. 14. BASEMENT WINDOWS ARE OPTIONAL FOR ON -SITE INSTALLATION BY BUILDER. BASEMENT WINDOWS ARE REQUIRED IN RAISED RANCH MODELS TO MEET LIGHT, VENT AND EGRESS REQUIREMENTS. 15. MASONRY VENEER OR OTHER FOUNDATION FACINGS SHALL BE SUPPLIED AND INSTALLED ON SITE BY BUILDER. 16. THE MINIMUM VENTILATION AREA IN ATTIC AND ENCLOSED RAFTER SPACES SHALL BE 1/150 OF THE AREA OF SPACE VENTILATED. VENTILATION REQUIREMENT MAY BE REDUCED TO 1/300 PROVIDED AT LEAST 50% AND NOT MORE THAN 80% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED AT LEAST 3'-0" ABOVE THE EAVE OR CORNICE VENTS WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. 17. TERMINATION HEIGHT OF METAL CHIMNEYS WILL BE A MIN OF 3'-0" ABOVE THE HIGHEST POINT WHERE THEY PASS THROUGH THE ROOF LINE AND A MIN OF 2'-0" HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10'-0". 18. ALL CHIMNEYS TO BE INSTALLED ON SITE BY BUILDER. 19. FUEL BURNING CHIMNEYS WILL BE INSTALLED IN ACCORDANCE WITH STATE AND LOCAL CODES. 20. ALL DRAIN AND WASTE VENTS THROUGH THE ROOF SHALL BE A MIN. 3" DIAMATER AND TERMINATE A MIN. OF 6" ABOVE THE ROOF OR 6" ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER IS GREATER. 21. STORM DRAIN REQUIRED WHEN ONE ROOF PITCHES TOWARD ANOTHER AND SHALL BE PROVIDED ON SITE BY BUILDER. 22. PORCHES AS PER INDIVIDUAL PLAN. 23. PORCHES OR DECKS MAY BE ADDED PER ALL STATE AND LOCAL CODES. 24. EXTERIOR STAIRS, PORCHES, AND HANDRAILS SHALL CONFORM TO THE REQUIREMENTS OF ALL STATE AND LOCAL CODES. 25. DOWN SPOUTS, AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED ON SITE BY BUILDER IN ACCORDANCE WITH STATE AND LOCAL CODES. 26. GARAGES DESIGNED AS INDEPENDENT SELF SUPPORTING STRUCTURES MAY BE ADDED TO ANY STYLE DWELLING AT FRONT, BACK, OR SIDES PER ALL STATE AND LOCAL CODES. FIRE RESISTANCE REQUIREMENTS MUST BE MAINTAINED OR PROVIDED. SEE PG 17 FOR FIRE RESISTANCE REQUIREMENTS. PFS Corporation Northeast Region APPROVED H Raup-3 7111/11 Approval limited to Factory Built Portion slate " OF M4ssq°y o D"I D E. G BILLINGSLEY 0 CIVIL __4 No. 47769 1STEP�O�� U �o°N°N p^MN'r aaM�*¢ a ui r. M c7 o°��z x NzZX3y Nwnx.4`'3 u� w0. a 3 �a o� C) UN TTHESE DRAVANOS HAVE BEEN PREPPARED BY (. glmcoinc.com) GLENCO. INC. CMPYRIGHT ©2011 TTHIS DOCUMENT AND THE SUIB,IECT MATTER CONTAINED HEREIN IS PROPRIETARY AND LMAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF ','Lgacr Custan Modulo, Homes, LLC.' .�. NO ]FILE_; ELEVATION NOTES EDIilON6F.3 06/29/11 ^nnrc "AAV VARY IN DESIGN ROOFS MAY VAI11 '"' ^r`�"'"' 12 3-121 5'-0" TO 16'-0" rt a to Q J d U' W d N W OPT. WALK OUT BAY SHIPPED LOOSE 1111 WINO IN 11 WINO 1011 11111 I I 5'-0" TO 16'-0" .r x fn J CL O' W d (n ly- W OPT. WALK OUT BAY > SHIPPED LOOSE I. 5'-0" TO 16'-0" 1, PFS Corporation Northeast Region APPROVED H Raup - 3 7/11/11 Approval limited to Factory Built Portion state opproral stompe N OF Mgssgo D"I D E. BILLINGSLEY 0 CIVIL --I No. 47769 A a�0r°pN°NU 0— xaa-u aaMva dui�M� �z a ¢yw"o �?OQ� U W°ss a _3 � 2 o� THESE DRAWNOS HAVE BEEN PREPARED BY ("" ,f"conc.com) GLENCO, INC. COPYRUHT ©20111 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED W9THOUT THE WRITTEN PERMISSION Of Legacy Custom Modular Homes, LLC.' U) 0 Z U C] w C/) a LU w (n En O } w t- Cn o U m FILE: SQ.FT.: STATE: TYPE: MODEL: DRAWING: ELEVATION OPTIONS SHEET: 6 G 06/29/11 INSTALLATION SCOPE: EXTERIOR SIDING: WOOD LOG WITH RABBETED LAP FOR FURTHER DETAILS ON THE ITEMS LISTED IN THIS SCOPE, REFER TO THE RESIDENTIAL CODE, SYSTEMS PACKAGE OR INSTALLATION MANUAL AND) PRIOR WALL QEDIINGSL ITS ADDENDUMS. STANDARD LOG SIDING BUTT JOINT: EXTERIOR JAMB STUDS: ALL BUTT JOINTS SHALL OCCUR AT STUD LOCATIONS (TOP NEW) ADJACENT PANELS SHOULD LIGHTLY TOUCH AT THE JOINTS. 2I TRIM BOARD STAGGER JOINTS AND AVOID JOINTS DIRECTLY ABOVE OR WOODEN LOG (TIGHT FIT &CAULK) BELOW EXTERIOR WALL OPENINGS. NAIL ALL BUTT JOINTS SIDING CAULK FROM TOP TO BOTTOM AND SEAL SEAMS AS REOUIRED. - (1/8" GAP) CAP FLASHING TOP LEG OF TRIM TO BE FASTENED FLASHING TO RUN BEHIND SIDING TO FRAMING HEADER THE SAME AS SIDING 2x TRIM BOARD SEE SHEET 1 FOR 16" O.C. (TYP.) NOTE. 7/16- MIN. DSB SHEATHING TYPICAL JAMB -"NOTE: A WEATHER 7/16" MIN. OSB REQUIRED PENETRATION STUDS RESISTIVE BARRIER IS SHEATHING 1/8- EXPANSION GAP FOR KILN REQUIRED Pt DRIED SIDING ONLY (ALL AIR DRIED SIDING SHALL BE INSTALLED TIGHT EXTERIOR OPENING TRIM BOARD DETAIL WOODEN LOG SIDING TO FULL DEPTH OF RABBIT) 2x TRIM BOARD SILL ••(WRB) WEATHER WITH MIN. 1/2- RABBETED LAP RESISTIVE BARRIER ' CONSISTENT TOP NAIL LINE: BLOCKING IF REQUIRED CAP FLASHING 7-1/4' 1-1/2"(t 1/2") CAULK - FOR WIDER TRIM �pQ,V�NF, (MAX) TYPICAL RABBIT IN SHIPLAP IS 1/2" MIN. 2x CEDAR TRIM BOARD 3/8' WOODEN LOG MODERATE CONTACT TO TYPICAL CONSISTENT NAIL LINE: TRIM TO BE FASTENED (1 /8' MAX.) GAP AND 1-1/2"(t 1/2") SIDING TO FRAMING TWO(2) NAILS TOP AND CAULK JOINT THE SAME AS SIDING BOTTOM INTO FRAMING SEE SHEET 1 FOR MEMBERS AT BUTT JOINTS FASTEN WITH CORROSION NOTE. NOTE: DO NOT NAIL LOG SIDING RESISTANT NAILS AT 16" O.C. ONE NAIL TOP AND THROUGH OVERLAP. BOTTOM IN THE FIELD BOTTOM COURSE OF SIDING t5 GENERAL NOTES: CAULK SITE INSTALLED BY OTHERS 1. INSTALL CORNER BOARDS BEFORE APPLYING THE WOODEN LOG (1/8' GAP) SIDING TRIM AND CORNER BOARDS SHALL BE EQUAL TO OR THICKER THAN THE SIDING. CAULK WERE TRIM MEETS WOODEN LOG SIDING. WOODEN LOG GENERAL NOTES, PROVIDING 1 1/2' OF PENETRATION INTO FRAMING. USE TWO NAILS AT SIDING 1. DRIVE FASTENERS PERPENDICULAR TO THE WALL FRAMING. FASTENERS: THE TOP AND BOTTOM OF EACH BOARD, AND ATTACH THE REMAINDER 2. FASTENER HEADS SHALL FIT SNUG, FLUSH OR SLIGHTLY RECESSED WOODEN LOG SIDING AND TRIM SHALL BE INSTALLED OF EACH BOARD WITH NAILS AT 8' O.C. FRAMING MEMBER INCLUDES W THOUT HAMMER INDENTATIONS AGAINST SIDING. USING CORROSION RESISTANT NAILS WITH A 0.25' OS8 EXTERIOR SHEATHING WHEN CALCULATING PENETRATION DEPTH. 3. THE FASTENING SEQUENCE SHALL START AT ONE PANEL END AND (MINIMUM) HEAD DIAMETER, OF SUFFICIENT LENGTH TO 2. WHEN INSTALLING SIDING ALLOW FOR SLIGHT EXPANSION. MAINTAIN PROCEED TO THE OTHER END TO ENSURE A FLAT INSTALLATION. PROVIDE 1-1/2" (MINIMUM) PENETRATION INTO FRAMING A 1/8" (MAXIMUM) GAP AROUND OPENINGS AND EXTERIOR TRIM(KILN 4. 'USE HIGH-PERFORMANCE ACRYLIC -LATEX, ACRYLIC, ACRYLIC -SILICONE, - MEMBERS (INCLUDING OSB SHEATHING). FASTEN LOG DRIED). AIR DRIED SHALL BE IN CONTACT TO 1/8" MAXIMUM. CAULK NOTE: ALL JOINTS INCLUDING BUTT JOINTS MUST BE CAULKED. PDLYURETHANE, POLYSULIFIDE OR TERPOLYMER RUBBER CAULKS OR SIDING USING TWO (2) 0.120" MIN. DIAMETER NAIL PER ALL GAPS BETWEEN SIDING. TRIM AND WINDOW/DOOR FLANGES. - NOTE: EACH DOOR AND WINDOW MUST HAVE A CAP FLASHING SEALANTS TO SEAL GAPS AROUND WIN3. SEE SHEET 1 OF 4 FOR RECOMMENDED CAULKING MATERIALS PURE DOWS, DOORS, CORNERS AND OTHER STUD, NOTE: ALL FLASHING SHALL BE ALUMINUM OR COPPER. EXTERIOR JOINTS. PURE SILICONE AND CLEAR CAULK ARE NOT OR SILICONE CAULKS ARE NOT RECOMMENDED. APPLY CAULKING PER FINISH OPTIONS: RECOMMENDED.' WRCLA. PAGE 10, ITEM 2 'CAULKING' TWO (2) 0.113" DIAMETER RING -SHANK NAIL PER STUD. MANUFACTURE'S INSTALLATION INSTRUCTIONS. -CLEAR SEALER 5. JOINTS BETWEEN LOG SIDING AND DISSIMILAR MATERIALS SHALL OCCUR ALL FASTENERS SHALL BE HOT DIPPED GALVINIZED 4. JOINTS BETWEEN WOODEN LOG SIDING AND DISSIMILAR MATERIALS -SEMI TRANSPARENT STAIN OVER FRAMING MEMBERS OR BLOCKING. PROVIDE FLASHING OR CAULKING MEETING THE REQUIREMENT ASTM A 153 OR TYPE 304 MUST OCCUR OVER FRAMING MEMBERS OR BLOCKING. PROMDE BETWEEN MATERIALS AS REQUIRED. STAINLESS STEEL -SOLID COLOR STAIN FLASHING OR CAULKING BETWEEN MATERIALS AS REQUIRED. SEAL ALL CUT ENDS AND EXPOSED EDGES OR SIDING AND TRIM 6. SIDING GRADE TO BE DETERMINED BY OWNER DETAIL DETAIL: EXTERIOR SIDING: WOOD LOG WITH RABBETED LAP 1 OF 4 2 OF 4 16" O.C. STUDS (TYPJ ylf WOODEN LOG }I/ ' SIDING f WEATHER RESISTIVE BARRIER DEVICE BLOCK ALL CONNECTIONS CAULKED ALL BLOCKING SHALL BE MADE 7/16' MIN. OSB WOODEN LOG SIDING ENOUGH TO ALLOW BOTH SIDING SHEATHING AND CORNER BOARD TO BE TAIL ' ' _ CAULK (1/8' GAP MAX.) FASTENED TO IT (STUD TO STUD) ANY OPENING 700 LARGE FOR A DEMCE BLOOt SHALL 2. CEDAR TRIM BOARDS BOTH WOODEN LOG Q BE FRAMED UxE A WINDOW FACES SHALL BE EQUAL ONCE SIDING T SEE SHEET 2 RABBET AREA FOR THEY ARE ASSEMBLED -.0111111- DEVICE INSTALLATION 2X CEDAR TRIM BOARDS BOTH 7/16- MIN. OSB WEATHER RESISTIVE ALL CONNECTIONS CAULKED FACES SHALL BE EQUAL ONCE SHEATHING BARRIER 16. O.e. (Trr.) THEY ARE ASSEMBLED WOODEN LOG CAULK CAULK (1/6" GAP MAX.) f SIDING (1/8" GAP MAX.) f TRIM TO BE FASTENED TO WOODEN LOG FRAMING THE SAME AS SIDING FIGURE 1 SIDING SEE SHEET 1 FOR NOTE WOODEN LOG SIDING TO BE RUN ACROSS MATE LINE OUTSIDE CORNER W/'CORNER BOARDS ALL INSIDE_ CORNER w/'CORNER BOARDS': FIGURE 2 SIDING AND INSTALLED PER INSTRUCTIONS ANDSIDINGSEAMS NOTE: ALL BLOCKING THAT IS REQUIRED SHALL BE DOCUMENTED FIGURE 1 ON SHOP DRAWINGS. 7/16- MIN. OSB EXTERIOR SIDING SHEATHING FASTEN TO STUDS END WALL DETAIL WOODEN LOG - DETAIL 'A' SIDING FIGURE 2 (STUD TO STUD) EXTERIOR WALL OPENINGS: FOR CONSTRUCTION OF EXTERIOR WALL OPENINGS SUCH AS DRYER VENTS, EXTERIOR LIGHT FIXTURES, RECEPTACLES, FAUCETS, ETC. WHICH CAN BE FRAMED WITHIN A TYPICAL WALL STUD SPACING DETAIL: DETAIL: 4 OF 4 3 OF 4 INSTALL EXTERIOR SHEATHING. INSTALL WEATHER RESISTIVE BARRIER. i. INSTALL WINDOWS AND DOORS SET IN SEALANJT AND PROVIDE FLASHING ON ALL SIDES IN ACCORDANCE WITH RESIDENTIAL CODE SECTIM R703.8 ITEM 1. L INSTALL CEDAR 2X AROUND WINDOW, DOORS„ ETC, SEALING ALL JOINTS WITH CAULKING AS, DEFINED ON DETAIL 1 OF 4. INSPECT CEDAR MATERIAL FOR DEFECTS, DISCOLORATION, ET BEFORE INSTALLING. SEE DETAIL 2 OR 4 FOR; LAYOUT OF BOARDS. i. INSTALL CAP FLASHING ABOVE ALL PROJECTRNG WOOD TRIM WHICH INCLUDES WINDOW AND DOOR OPENING TRIM. 3. INSTALL ALL 2X CORNER BOARDS SEALING ALLIL JOINTS, SEE DETAIL 1 OF 4 FOR CAULKING MATERIALS TO BE USED AND DETAIL 4 OF 4; FOR CORNER DETAILS. INSPECT CEDAR MATERIAL FOR DEFECTS, DISCOLORATION, ETA BEFORE INSTALLING. 7. INSTALL CEDAR SIDING SO THE SHIPLAP OVERLAP IS FIT TIGHT TO THE FULL DEPTH MF THE RABBET (MAX 1/8" EXPANSION GAP FM KILN DRIED SIDING AND TRIM ONLY). AT BUTT( JOINTS THE SIDING AND TRIM SHALL BE SEALED AT THE END GRAIN WITH THE FINISH{ USED ON THAT PROJECT. PROVIDE FLASHING; AND/OR CAULK AT ALL BUTT JOINTS. 8. SEE OA MANUAL FOR INSPECTION KEY POINTTS. PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory BUiH Portion stole o � o O Q r N N U 0 M Il 4 as-_4¢ W ^M 7 m>�oa CIO_-Z ¢N�ao ce v Z00¢ Nww"'3 u U •'i+ < Wxs z 3 c Y C) a i UN THESE DRAWINGS HAVE BEEN PREPARED BY (WwgI.,Inc.com) GLENCO, INC. COPYRIGHT ©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSIDN OF Yegocy Custom Modulor Homes, LLC.' W Z i= w acf) (L LLJ m w C~/� 0O i w r C/) o U JIM FILE: L�� F MSS O� DAVID E. yG BILLINGSLEY '�`_`i saFT.: STATE: TYPE: O CIVIL V CIOMODEL: No. anss ars-T ��� DRAWING: WOOD LOG NAL SIDING DETAILS SHEET: 6 H 1 1 PLAN VIEW SEE STE DETAIL "A" CHIMNEY SADDLE FLASHING DETAIL EXT. SHEATHING STEP FLASHING \/ FELT PAPER SHINGLES � ROOF DECKING EXTERIOR SHEATHING \ \ SHINGLES KICK OUT FLASHING \ STUD WALL _ ROOF DECKING GUTTER \ \ DRIP EDGE KICK OUf FLASHING MOISTURE BARRIER STUD WALL ( MIN.�J/�� STEP FLASHING DETAIL KICK OUT FLASHING METAL FLASHING "(Al] MOISTURE BARRIER STUD WALL EXT. SHEATHING ar r METAL FLASHING SHINGLES UNDERLAYMENT ROOF SHEATHING METAL FLASHING STEP FLASHING DETAIL WINDOW FLASHING DETAIL NOT 1. INSTALL WATER RESISTIVE BARRIER HORIZONTALLY IN A SHINGLE LIKE FASHION, OVERLAPPING SUCCEEDING COURSE BY A MIN. OF 7. CUT WATER RESISTIVE BARRIER AT WINDOW R.O. AND WRAP R.O. WITH WATER RESISTIVE BARRIER. 2. INSTALL SELF -STICKING RUBBERIZED WATER BARRIER AT THE SILL OF WINDOW R.O. AFTER WATER RESISTIVE HOUSE WRAP HAS BEEN INSTALLED AND BEFORE INSTALLING THE WINDOWS. 3. AFTER WINDOW HAS BEEN INSTALLED RUN A STRIP OF SELF -STICKING RUBBERIZED WATER BARRIER ALONG THE NAILING FLANGE DOWN THE SIDES OF THE WINDOW. 4. INSTALL TOP STRIP OF SELF -STICKING RUBBERIZED WATER BARRIER ALONG THE NAILING FLANGE ACROSS THE TOP OF THE WINDOW AFTER SIDE STRIPS HAVE BEEN INSTALLED. PFS Corporation Northeast Region APPROVED N Raup-3 7/11/11 Approval limited to Factory Built Portion stole opprovol stompe -,N OF A(qssgo DAVID E.kP 9G BILLINGSLEY CIVIL No. 47769 Isra � ��/ o � CQIWNQ 'a'6a^U ,xjo�LUr] n0 n1z x ZO<, U U Q w W s = �o a 00 0 THESE,rDRAWTNOS NAYS BEEN PREPARED] RY (Mwrr glencomc.com) Ci'�ENCO, INC. G®PY0GN4©2099 THIS )DOCUMENT AND THE SUBJECT NATTER CONTAINED HEREIN B PROPRIETARY AND MAY KNOT BE REPRODUCED YATlHOUT THE WRITTEN PPERMISSION OF �Legooey Custom Modular [Homes, U.C.' FILE: SO.FT.:: STATE: TYPE: MODEL_, DRAVANNG; FfLASHING [DETAILS SHEET;; 61 06/29/11 ELECT DROP FOR BASEMENT MODELS ELECT DROP FOR BASEMENT MODELS OPTIONAL CRAWL SPACE PROPOSED W/H WASH/DRY LOCATION — PAN REQUIRED UNDER ALL WATER HEATERS ON LIVING LEVELS. -OPTIONAL DW CH & PARE OPT. FIREPLACE SWITCH & WRE FOR OPT. FIREPLACE NOTES: o 0 o Q r`NNU ^M.., u 1. FOR ELECTRICAL NOTES AND DETAILS SEE PGS 7G-7H a Q v ^ aaMeQ >��� z ano Q N W v �ZOQ� N LI]a w� U U� Q m Wss C UN UU THESE DRANINGS HAVE BEEN REPARED BY (—gleoconc.com) GLENW, INC. (COPYRIGHT@2011 THIS DOCUMENT AND THE 'SUBJECT MATTER CONTAINED I HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Homes, L-C,' 0 z N ME LIj Lw r/ o un � � DO PFS Corporation Northeast Region APPROVED H Raup-3 7/11111 Approval limed to Factory BuiR Portion state opprovcl stompe OF Mgss' DAVID E. tiG BILLINGSLEY CIVIL No.47769 V TCH & WIRE 2 OPT. FIREPLACE ITCH & WIRE R OPT. FIREPLACE NOTES: 1. FOR ELECTRICAL NOTES AND DETAILS SEE PGS 70-7H PFS Corporation Northeast Region APPROVED H Raup - 3 7/11/11 Approval limited to Factory Built Portion state approvol slampe OF Mgss90 DAVID E. yG BILLINGSLEY CIVIL -4 No. 47769 0 tF� �r - / S T NALa 1 o :V-. ❑-.o O ryU xav-u .�arr,va -lui..mv x a�u'.13o d U � E W La T 5 a O o O x z2F o� u� THESE DRAWINGS HAVE BEEN PREPARED BY (—.glencolnc.com) GLENW, INC. C®MIOX7 © 2399 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF Legacy Custom Mo&ulor Homes, LLG' C/) 0 z U 0 O C/) a' A, LAJ w C~!) O w r rn U m FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: RANCH ELECTRICAL PLANS SHEET: 7 A.1 MASS REAR FRONT FRONT NOTES: 1. FOR ELECTRICAL NOTES AND DETAILS SEE PGS 7G-7H PFS Corporation Northeast Region APPROVED H Raup - 3 7/11111 Approval limited to Factory Built Portion state opprowl stompe H OP Mgss90 o� DAVID E. tiG BILLINGSLEY U CIVIL co No. 47769 A NABS 9/11 o C) o O Q� a4<4—, } M T>�^W a C, z zno yzz r; U� C7 0 W s 3 1 C 3 7 y Ors F THESE DRAWINGS HAVE BEEN PREPARED BY (rr gencohc.com) GLENCO, INC. COPYRIGHT ©20 9 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Homes. LLC.' CJ) 0 z r= w Cf) a LLI Dr o CC/D o N J Z U a� FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: RANCH ELECTRICAL PLANS SHEET MASS IL�J: 7 n • 1 C pis ELECT DROP FOR BASEMENT MODELS NOTES: ca 0 p ¢� N� O 1. FOR ELECTRICAL NOTES AND DETAILS SEE PGS 7G-7H a ¢ a — u >��W o0 z z��-0 e?0¢c r; ua do w0, 3 0 of 0 FU-I u THESE DRAWINGS NAVE BEEN I'RkEPARED BY (.wr.glmcoinc.com) GI ENCO, INC. UPYRuGrT©2011 THIS DOCUMENT AND THE `SUBJECT MATTER CONTAINED [HEREIN IS PROPRIETARY AND [MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF legacy Custom Modular Homes. LLC.' z 4_ w �. } D_ O Cn U m PFS Corporation Northeast Region APPROVED H Raup-3 7/II/11 Approval limited to Factory Built Portion state opprovol stompe H OF Mgss9c o� DAVID BILLINGSLEY 0 CIVIL N No.47769 /S'T �LO.FT.: STATE: TYfPE: M DEL: DRAWING: CAPE EtLECTRICAL PLANS ass 7C.1 06/29/11 ELECT a E fYSEMEK aaELS NOTES: 1. FOR ELECTRICAL NOTES AND DETAILS SEE PGS 7G-7H PFS Corporation Northeast Region APPROVED H Raup - 3 7/I1/11 Approval limited to Factory Bui" Portion state ,t10F MgSs9C DAVID BILLINGSLEY m, 0 CIVIL No.47769 /STB�'`�G�`��'� o �5 QaoaarvU aaa-u 5>��W MC'z a- ¢UuivO e?o¢ l U � Q w LQ x 9 I ae i 0 0­4 U THESE DRAWINGS HAVE BEEN PREPARED BY (—.glmcohc.com) GLENCO. NC. THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF Legacy Custom Modular Homes, LLC.' C/) 0 z U �CC 0 G o L1J �CO w 0 i U In C) U w O J_ M m w U r m W Y U w_ U w z e o� z U oa u+ 5 5 oawoo N ZO a o a z w z > a N o a U w K O ^W aw a p � o 0 o g 3 Z w � c' o � a LJ w C� p FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: CAPE ELECTRICAL PLANS SHEET: MASS 7D. 1 ELECT DROP FOR BASEMENT MODELS SUB -PANEL MAY BE REQUIRED WITH ELECTRIC BASEBOARD HEAT NOTES: 1. FOR ELECTRICAL NOTES AND DETAILS SEE PGS 7G-7H PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Suitt Portion state o DAVID E. G BILLINGSLEY m{ v CIVIL -1 No.47769 o :' C11cN0 C . Ptl�'a >��W LI x C.ra-z z�w..o NWG�'3 THEE DRAWINGS HAVE BEEN PREPARi ED BY (wwv.glenconc.com) EGLENCo, INC. COPIVRIGHT@2011 THISS DOCUMENT AND THE SUBJLECT MATTER CONTAINED HEREITN IS PROPRIETARY AND MAYY NOT BE REPRODUCED WIITHOUT THE WRITTEN PERMISSION OF 'Leegacy Custom Modular Homes, ci I TYPE: TV STORY ELEQTRICAL PLANS SHEETT; 7E.1 MASS; 11 opnm - REQUIRED WIIH LLLCIRIC BASEBOARD HEAT SUB -PANEL MAY BE REQUIRED WITH ELECTRIC BASEBOARD HEAT NOTES: 1. FOR ELECTRICAL NOTES AND DETAILS SEE POS 7G-7H 0 0 < C, z z yZZXU < Of C 0 U THESE DRAWINGS HAVE BEEN PREPARED BY (_.qI­.hnc.c=) L CLENCO, INC COPYRIGHT© 2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF Legacy Custom Module H—n, U.C.' C/) C0 CO 0 IX jz, Uj 0 I , In PIPS Corporation Northeast Region APPROVED H Raup — 3 7111111 Approval limited to Factory Built Portion state approval stampe jN OF A4,q D"ID E. BILLINGSLEYr1l, CIVIL -4 C/3 No.47769 IST NAL -6/29/11 FILE: SQ.FT.: STATE: TYPE: MODEL: DRAWING: TWO STORY ELECTRICAL PLANS SHEET: MASS 7F.1 W� InOJ'xJVOH'INOJI'h1MM :�m�m„�daa•w Y �Z ZZI I-VL£ (OLS) :XVd t ,. 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S = w o Of 02 3 pro O nloo °� wJ�- m a0'3� 0 CL 0- O N w U 2 Z w0 p W Wp 0 w Z Z 2 Z O N p U N oN wxw Jao W�F om a a ¢ U m o 0 Z O Ow V) a O o a O m N V ir Z� 0O. LA X0 - Fm4 �CpZ �s Z w J of ax w to Os O O ww (n m p- V Z- p o oNo z¢ Z "3Z07 <z� wU w�3*as/ D% :' Ln r ,•: o p fm O w Z (n m ¢ > >-w l! rN -' w- � Qw- tL m CL ¢ U Z w 6 o a O - j Zw m a¢N ¢w pm J ¢UOZ XO ao� o w ao o � Nix ?�\ zx 0U m U WN¢ 4.�0� no rna J gfww w Om w N tl < (n X ¢ w ¢ w ZNZ wOw a0 w O U o Xrx Q3Z N� mzm wZ= U a N ¢ m U X _.. �. ..... • i... v .�-. �. y CLf cu J � cm! U) co N teats a-� _ LL. W q < ` !--- -1--I_ 'q's '-I'qI'��m 8 U- ELECTRICAL NOTES: 1. RECEPTACLES SHALL BE ARRANGED SO THAT AT NO POINT ALONG THE WALL SHALL THE DISTANCE TO A RECEPTACLE BE MORE THAN 6'-0' EXCEPT AT KITCHEN COUNTERTOPS WHERE RECEPTACLES SHALL BE PLACED NO MORE THAN 4' APART. 2. AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF 10'-0" OR MORE IN LENGTH. 3. ANY WALL 2' IN LENGTH OR GREATER REQUIRES A RECEPTACLE (HABITABLE SPACE ONLY). 4. ALL COUNTERTOP RECEPTACLES AND SWITCHES TO MEASURE 44" TO BOTTOM OF BOX FROM FINISHED FLOOR (BOX HEIGHTS ARE APPROXIMATE). 5. WALL SWITCHES TO MEASURE 48" AND RECEPTACLES TO MEASURE 14" TO BOTTOM OF BOX FROM FINISHED FLOOR (BOX HEIGHTS ARE APPROXIMATE). 6. ALL RECEPTACLES TO BE GROUNDED TYPE. 7. ALL NON -LOCKING TYPE 125 VOLT, 15 OR 20 AMP RECEPTACLES AS SPECIFIED IN 210.52 SHALL BE 'LISTED TAMPER RESISTANT. (2011 NEC 406.12) B. A COMBINATION TYPE ARC -FAULT BREAKER IS REQUIRED FOR ALL BRANCH CIRCUITS THAT SUPPLY .120V, SINGLE PHASE, 15 AND 20 AMP OUTLETS INSTALLED IN FAMILY ROOMS, DINING ROOMS, LIVING .ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ROOMS OR AREAS, INCLUDING THE SMOKE ALARMS & LIGHTS/FANS. (2011 NEC 210.2) 9. A GFCI BREAKER OR TAMPER RESISTANT TYPE GFCI RECEPTACLE IS REQUIRED FOR ALL CIRCUITS SERVING ALL COUNTERTOP OUTLETS (2011 NEC 210.52) 10. .A GFCI BREAKER OR READILY ACCESSIBLE LISTED TAMPER RESISTANT GFCI RECEPTACLE IS REQUIRED 'FOR ALL CIRCUITS SERVING ALL BATHROOM RECEPTACLES (2011 NEC 210.52) 11. GFCI PROTECTION IS REQUIRED WHEN OUTLETS ARE WITHIN 6 FEET OF THE OUTSIDE EDGE OF A SINK. 12. 'A READILY ACCESSIBLE LISTED TAMPER RESISTANT TYPE EXTERIOR WEATHER-RESISTANT/WEATHER 'PROOF GFCI OUTLET IS REQUIRED TO BE LOCATED AT BOTH THE FRONT AND REAR OF ALL DWELLING UNITS (2011 NEC 210.52E). OUTLET MUST BE LESS THAN 6 1/2' ABOVE GRADE LEVEL. A RECEPTACLE - US ALSO REQUIRED WHEN PORCH/DECK/BALCONIES ARE 20 SO. FT. OR BETTER AND MAY BE USED TO COMPLY WITH 2O11 NEC 210.52E WHEN AT GRADE LEVEL AND WITHIN 24" REACH.' 13. SMOKE DETECTORS ARE REQUIRED AT THE FOLLOWING LOCATIONS: MASS 13.1. IN EACH BEDROOM 13.2. OUTSIDE EACH SEPARATE BEDROOM IN THE IMMEDIATE VICINITY OF THE BEDROOM 13.3. NEAR THE BASE OF ALL STAIRS WHERE SUCH STAIRS LEAD TO ANOTHER OCCUPIED FLOOR 13.4. EACH ADDITIONAL STORY OF THE DWELLING UNIT INCLUDING BASEMENTS, BUT NOT INCLUDING CRAWL SPACES AND UNOCCUPIED ATTICS. 14. SMOKE DETECTORS TO BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT WITH NO INTERVENING WALL .SWITCH. 15. 'ANY SMOKE DETECTOR LOCATED WITHIN 20' OF A KITCHEN OR A BATHROOM SHALL BE A .PHOTO -ELECTRIC TYPE SMOKE DETECTOR. MASS 16. SMOKE DETECTORS MOUNTED ON CEILING OR WALL PER CODES & LISTING, NFPA 72, AND ARE TO BE INTERCONNECTED SO THAT IF ONE IS ACTIVATED ALL WILL BE ACTIVATED. 17. .CARBON MONOXIDE DETECTORS ARE REQUIRED AT THE FOLLOWING LOCATIONS: 17.1.. ON EACH STORY OF A DWELLING UNIT INCLUDING BASEMENTS, BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. 18. CARBON MONOXIDE DETECTOR MOUNTED ON CEILING OR WALL PER CODES & LISTING. WHEN MORE THAN ONE CARBON MONOXIDE DETECTOR IS REQUIRED, THEY MUST BE INTERCONNECTED SO THAT IF ONE IS ACTIVATED ALL OTHERS WILL BE ACTIVATED. 19. COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTORS MAY BE USED. 20. BATH FANS MUST BE VENTED TO EXTERIOR. 21. ADDITIONAL CIRCUITS MAY BE ADDED OR DELETED AS FLOOR PLAN OR SALES CONTRACT DICTATE. 22. CIRCUITS FOR LAUNDRY, FURNACE AND WATER HEATER INSTALLED IN PANEL BY MANUFACTURER WHEN CRAWL SPACE OPTION IS USED. CIRCUITS ARE INSTALLED BY BUILDER WITH FULL BASEMENT. 23. RECESSED LIGHTING FIXTURES WHEN INSTALLED IN THE BUILDING ENVELOPE MUST BE TYPE IC RATED, WITH NO PENETRATIONS BETWEEN INSIDE FIXTURE AND THE CEILING CAVITY, AND GASKETED OR SEALED TO PREVENT LEAKAGE; OR, TYPE IC OR NON -IC RATED INSTALLED INSIDE A SEALED BOX. 24. WATER HEATER MAY BE OMITTED BY BUILDER.WHEN ALTERNATE SOURCE OF HEAT FOR WATER SUPPLY IS PROVIDED. 25. STEEL PROTECTORS SHALL BE USED TO PROTECT CABLES LESS THAN 1.25" FROM THE NEAREST EDGE IN ALL FRAMING MEMBERS. 26. RON-METALLIC SHEATHED CABLE SHALL BE TYPE NM-B W/GROUND. 27. CONDUCTORS, ELECTRICAL EQUIPMENT AND LIGHT FIXTURES (LUMINARIES) SHALL BE LABELED OR LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. THE EQUIPMENT SHALL BE SUITABLE FOR LOCATION AND USE IN COMPLIANCE WITH ITS LABEL AND LISTING. 28. A 100-200 AMP PANEL BOX MAY BE USED. 29. CLECTRIC DROP AND/OR PANEL BOX LOCATION MAY VARY. 30. .RESERVED. 31. WHIRLPOOL TUBS ARE REQUIRED TO BE ON AN INDIVIDUAL CIRCUIT. IF GFI PROTECTION IS PROVIDED FOR THE WHIRLPOOL TUB UNDER THE TUB OR AT THE TUB A ACCESS PANEL SHALL BE READILY ACCESSIBLE 32. A WALL SWITCH TO CONTROL LIGHTING OUTLETS FOR INTERIOR STAIRWAYS SHALL BE PROVIDED AT EACH FLOOR LEVEL WHERE STAIRWAYS HAVE SIX OR MORE RISERS. 33. LAMP HOLDERS INSTALLED IN WET OR DAMP LOCATIONS SHALL BE OF THE WATER PROOF TYPE. 34. WHEN MORE THAN TWO NM CABLES CONTAINING TWO OR MORE CURRENT CARRYING CONDUCTORS ARE INSTALLED WITHOUT MAINTAINING SPACING BETWEEN THE CABLES (OR PLACED IN THE SAME OPENING) SHALL BE FIRE- OR DRAFT -STOPPED USING THERMAL INSULATION, CAULK OR SEALING FOAM, THE ALLOWABLE AMPACITY OF EACH CONDUCTOR SHALL BE ADJUSTED IN ACCORDANCE WITH TABLE E3605.3 35. ABOVE GROUND CABLES SHALL BE PROTECTED PER THE REQUIREMENTS OF SECTION E3702. 36. PANEL SHALL BE PROVIDED WITH A MAIN DISCONNECT GRANTED THAT THE PANEL IS INSTALLED IN A MANNER THAT WOULD MAKE THE PANEL A SUB=PANEL. 37. FOYERS NOT PART OF A HALLWAY 10' OR GREATER IN LENGTH AND HAVING AN AREA GREATER THAN 60 SO FT SHALL HAVE RECEPTACLE(S) LOCATED IN EACH WALL SPACE 3 FEET OR MORE IN WIDTH AND UNBROKEN BY DOORWAYS, FLOOR -TO -CEILING WINDOWS AND SIMILAR OPENINGS. (210.52(I)) PFS Corporation Northeast Region APPROVED H Raup-3 7/ I V t1 Approval limited to Factory Built Portion state �'(H OF Mgssgo DAVID E. tiG BILLINGSLEY CIVIL -4 No. 47769 I s T E�' VOPYfG IGHT © 2011 iTHIS DOCUMENT AND THE S4UBJECT MATTER CONTAINED W,EREIN IS PROPRIETARY AND EMAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF "Legacy Custom Modular Homes, LLC.. ccn U .Z w`tp o' F� cy .� � t1LI O wQ In J D m U, Vrt'AWING EtLFECTRICAL NOTES MASS 7 SKEET: / H . 4 06/29/11 NOTES: 1. FOR ELECTRICAL NOTES AND DETAILS, SEE PGS 7G-7H. 2. UNITS WATTS (U/W) IS CALCULATED AS FOLLOWS: U/W = "U" x 70/3.4148 3. INFILTRATION IS CALCULATED AS FOLLOWS: 3.1. 0 = EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.1 3.2. 1 EXPOSED WALLS W/DOOR OR WINDOW: CUBIC FOOT AREA = 0.253 3.3. 2 EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.506 4. ALL WALL/FLOOR/CEILING JOINTS AT ENVELOPE SHALL BE FOAM TAPED OR DOUBLE CAULKED. 5. ELECTRICAL DEVICES IN EXTERIOR ENVELOPE COVERED WITH APPROVED HOUSE WRAP SHALL NOT REQUIRE GASKETS. 6. RECESSED FIXTURES SHALL BE I.C. LISTED OR INSULATION CLEARANCE MAINTAINED. j 7. HEAT LOSS CALCULATED WITH FLOOR INSULATION PER INDIVIDUAL PLAN SPECIFICATIONS. ANY DEVIATION FROM THIS IS THE BUILDER'S RESPONSIBILITY. 8. CIRCUIT LOAD FOR ELECTRIC BASEBOARD HEAT SHALL NOT EXCEED 80% OF THE AMPACITY (3750 WATTS PER HEATING CIRCUIT), 9. JUNCTION BOXES IN CEILING ARE FOR POWER TO THERMOSTATS AND MAY BE OMITTED WHEN OUTLET BOX FOR THERMOSTAT PREVENTS OVERLOADING. 10. NO RECEPTACLES CAN BE LOCATED OVER ELECTRIC BASEBOARDS. o 0 Qrry�O o-M�!'r c4<4- u ..l a. c,`ra x>-^.4 Ll0 S-z x ¢0w o Nwa�3 �u UJ wows (_1 O m21 C0U uu THESE DRAWINGS HAVE BEEN PREPARED BY (rr.glenconc.coml GLENCO, INC. COPYRIGHT©2099 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF Legacy Custom Modular Homes, LLC,* c 0 z zt O cCc/) K G a W w CO I; o CA o t4 V I' Lu.1 I. r m Dot m i, os ,moo w PFS Corporation +. Y w Northeast Region �:.,� '^ c=.t APPROVED o o a H Raup-3 7111/11 Approval limited to .� �O a o a Z 80 Z Factory Built Portion - I_' a W w a N o a U to R W O o \ < o m O 0 0 n 00 e U o Z LaJ W, p n m rn Q K state approval stompe FILE: OF N Mgssgc DAVID E. 9G BILLINGSLEY 03 0 CIVIL ch No. 47769 SO.FT.: STATE: TYPE: MODEL: 'C '9�. �U �Q DRAWING: RANCH ELECTRIC NAL HEAT PLAN M f SHEET: 06/29/11 NOTES: 1. FOR ELECTRICAL NOTES AND DETAILS, SEE PIGS 7G-7H. 2. UNITS WATTS (U/W)IS CALCULATED AS FOLLOWS: U/W = "U" x 70/3.4148 3. INFILTRATION IS CALCULATED AS FOLLOWS: 3.1. 0 = EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.1 3.2. 1 EXPOSED WALLS W/DOOR OR WINDOW: CUBIC FOOT AREA = 0.253 3.3. 2 EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.506 4. ALL WALL/FLOOR/CEILING JOINTS AT ENVELOPE SHALL BE FOAM TAPED OR DOUBLE CAULKED. 5. ELECTRICAL DEVICES IN EXTERIOR ENVELOPE COVERED WITH APPROVED HOUSE WRAP SHALL NOT REQUIRE GASKETS. 6. RECESSED FIXTURES SHALL BE I.C. LISTED OR INSULATION CLEARANCE MAINTAINED. 7. HEAT LOSS CALCULATED WITH FLOOR INSULATION PER INDIVIDUAL PLAN SPECIFICATIONS. ANY DEVIATION FROM THIS IS THE BUILDER'S RESPONSIBILITY. 8. CIRCUIT LOAD FOR ELECTRIC BASEBOARD HEAT SHALL NOT EXCEED 807 OF THE AMPACITY (3750 WATTS PER HEATING CIRCUIT). 9. JUNCTION BOXES IN CEILING ARE FOR POWER TO THERMOSTATS AND MAY BE OMITTED WHEN OUTLET BOX FOR THERMOSTAT PREVENTS OVERLOADING. 10. NO RECEPTACLES CAN BE LOCATED OVER ELECTRIC BASEBOARDS. PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Built Portion state 1,6 OF M4SS90 DAVID E. tiG BILLINGSLEY CIVIL N No. 47769 o 0 o10 o Q r N N U r4Qe U ao M^Q x>o�w Qo�a_-z aj cC '�ko �20¢3� `�waw3 U U �+ z a Oo U�u SEE`DRAWINGS HAVE BEEN IEDD BY (—glmcoioc.com) CLENCO, INC. CIDP RIGHT©2®91 THIS -COMMENT AND THE SUBJECCT MATTER CONTAINED HEREINI IS PROPRIETARY AND MAY NdOT BE REPRODUCED WITgHOU7 THE WRITTEN FPERMISSION OF �Legaocy Custom Modulor FHames. LLC.' cr)1 z' U DI 0 CCi K G LUI W C/3I O cn: o N� U m 9/11 NOTES: 1. FOR ELECTRICAL NOTES AND DETAILS, SEE PGS 7G-7H. 2. UNITS WATTS (U/W) IS CALCULATED AS FOLLOWS: U/W = "U' x 7f0/3.4148 3. INFILTRATION IS CALCULATED AS FOLLOWS: 3.1. 0 = EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.1 3.2. 1 EXPOSED WALLS W/DOOR OR WINDOW: CUBIC FOOT AREA = 0.253 3.3. 2 EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA,- 0,506 4. ALL WALL/FLOOR/CEILING JOINTS AT ENVELOPE SHALL BE FOAM TAPED OR DOUBLE CAULKED. 5. ELECTRICAL DEVICES IN EXTERIOR ENVELOPE COVERED WITH APPMVED HOUSE WRAP SHALL NOT REQUIRE GASKETS. 6. RECESSED FIXTURES SHALL BE I.C. LISTED OR INSULATION CLEARAINCE MAINTAINED. 7. HEAT LOSS CALCULATED WITH FLOOR INSULATION PER INDIMDUAL_FPLAN SPECIFICATIONS. ANY DEVIATION FROM THIS IS THE BUILDER'S RESPONSIBILITY. 8. CIRCUIT LOAD FOR ELECTRIC BASEBOARD HEAT SHALL NOT EXCEEM 80% OF THE AMPACITY (3750 WATTS PER HEATING CIRCUIT). 9. JUNCTION BOXES IN CEILING ARE FOR POWER TO THERMOSTATS A1;ND MAY BE OMITTED WHEN OUTLET BOX FOR THERMOSTAT PREVENTS OVERZLOADING. 10. NO RECEPTACLES CAN BE LOCATED OVER ELECTRIC BASEBOARDS;. PFS Corporation Northeast Region APPROVED H Raup-3 7111111 Approval limited to Factory Built Portion state approval stompe -," oF Mgss9c DAVID E. yG BILLINGSLEY a U CIVIL No. 47769 A NAL N 06/29/11 o 0 O o0L � z x z�5. LJ Nu1wu'3 c s q 4(. 6 o� ZO 0 I� u THESE DRAW NCS HAVE BEEN PREPARED BY I_gleocokx'c—) GLENW, NC. COPYRIGHT ©20 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED W1THOUT THE WRITTEN PERMISSION OF 'Legocy Cust— Modular Homes, LLC.- FILE: SQ.FT.: STATE: TYPE: MODEL: DRAWING: RANCH ELECTRIC HEAT PLAN SHEET: 8 B NOTES: 1. FOR ELECTRICAL NOTES AND DETAILS, SEE PIGS 7G-7H. 2. UNITS WATTS (U/W) IS CALCULATED AS FOLLOWS: U/W x 70/3.4148 3. INFILTRATION IS CALCULATED AS FOLLOWS: 3.1. 0 = EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.1 3.2. 1 EXPOSED WALLS W/DOOR OR WINDOW: CUBIC FOOT AREA = 0.253 3.3. 2 EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.506 4. ALL WALL/FLOOR/CEILING JOINTS AT ENVELOPE SHALL BE FOAM TAPED OR DOUBLE CAULKED. 5. ELECTRICAL DEVICES IN EXTERIOR ENVELOPE COVERED WITH APPROVED HOUSE WRAP SHALL NOT REQUIRE GASKETS. 6. RECESSED FIXTURES SHALL BE I.C. LISTED OR INSULATION CLEARANCE MAINTAINED. 7. HEAT LOSS CALCULATED WITH FLOOR INSULATION PER INDIVIDUAL PLAN SPECIFICATIONS. ANY DEVIATION FROM THIS IS THE BUILDER'S RESPONSIBILITY. 8. CIRCUIT LOAD FOR ELECTRIC BASEBOARD HEAT SHALL NOT EXCEED 80% OF THE AMPACITY (3750 WATTS PER HEATING CIRCUIT), 9. JUNCTION BOXES IN CEILING ARE FOR POWER TO THERMOSTATS AND MAY BE OMITTED WHEN OUTLET BOX FOR THERMOSTAT PREVENTS OVERLOADING. 10. NO RECEPTACLES CAN BE LOCATED OVER ELECTRIC BASEBOARDS. PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Built Portion state approval stompe OF M4ss9C DAVID E. 9G BILLINGSLEY �°, CIVIL CIO No.47769 o 0 CIO 0 aam-*¢ O I za �o c7 ui yNzx� r�vma�.E`'3 d� C7 c W .°zs aaa o � z�� O0 U THESE DRAWINGS HAVE BEEN PREPARED BY I_ glenconc.com) GLENCO, INC. COPYRIGHT ©2®19 THIS DOCUMENT AND THE SUBJECT NATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF Legacy Custom Modular Homes, LLC.' SO.FT.: STATE: TYPE: MODEL: DRAWING: CAPE ELECTRIC HEAT PLAN SHEET: n C 06/29/11 NOTES: 1. FOR ELECTRICAL NOTES AND DETAILS, SEE PIGS 7G-7H. 2. UNITS WATTS (U/W)IS CALCULATED AS FOLLOWS: U/W = "U" x 70/3.4148 3. INFILTRATION IS CALCULATED AS FOLLOWS: 3.1. 0 = EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.1 3.2. 1 EXPOSED WALLS W/DOOR OR WINDOW: CUBIC FOOT AREA = 0.253 3.3. 2 EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.506 4. ALL WALL/FLOOR/CEILING JOINTS AT ENVELOPE SHALL BE FOAM TAPED OR DOUBLE CAULKED. 5. ELECTRICAL DEVICES IN EXTERIOR ENVELOPE COVERED WITH APPROVED HOUSE WRAP SHALL NOT REQUIRE GASKETS. 6. RECESSED FIXTURES SHALL BE I.C. LISTED OR INSULATION CLEARANCE MAINTAINED. 7. HEAT LOSS CALCULATED WITH FLOOR INSULATION PER INDIVIDUAL PLAN SPECIFICATIONS. ANY DEVIATION FROM THIS IS THE BUILDER'S RESPONSIBILITY. 8. CIRCUIT LOAD FOR ELECTRIC BASEBOARD HEAT SHALL NOT EXCEED 80% OF THE AMPACITY (3750 WATTS PER HEATING CIRCUIT). 9. JUNCTION BOXES IN CEILING ARE FOR POWER TO THERMOSTATS AND MAY BE OMITTED WHEN OUTLET BOX FOR THERMOSTAT PREVENTS OVERLOADING. 10, NO RECEPTACLES CAN BE LOCATED OVER ELECTRIC BASEBOARDS. PFS Corporation Northeast Region APPROVED H Raup-3 7111111 Approval limited to Factory Built Portion state approval stompe H OF Mgss9c DAVID E. yG BILLINGSLEY o CIVIL ch No.47769 10 o 0 QIq� o N V P4 U .]a MOQ a°� Z cC � Q0w o ezo¢' '5=13 U W x = �o a �i 02 I—� u THESE DRAWINGS HAVE BEEN PREPARED BY (—.4—oinasoml GLENCO, INC. COPYRIGHT@2019 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'LegocY Custom Modular Homes. LLC." MLE: STATE: Y)RAWING: CAPE ELECTRIC HEAT PLAN `-SHEET: 8 D 06/29/11 J MASTEI BATH I :I SUB —PANEL REQUIRED WHEN ELECTRIC BBH � O a 46 48 N= t a 12/2 wRE ID NN a O = YmkLE 1RNDE MBTNLED M SIIB PNEL BEDROOM 92 HALL 6 !7 G 12/1 HIRE 1a NIP 2M v NSINLE0 aD N W8 wa PIML BEDROOM #4 HALL BATH O BEDROOM #1 BEDROOM #3 O T 0 11N= ! w IR/Y NIP A /2 TARE 38 Q P0]D to - ' to YQ1W R61NL£D x w8 IL @ 44 I NOTES: 1. FOR ELECTRICAL NOTES AND DETAILS, SEE PGS 7G-7H. 2. UNITS WATTS (U/W) IS CALCULATED AS FOLLOWS: U/W = 'U' x 70/33'4148 3. INFILTRATION IS CALCULATED AS FOLLOWS: 3.1. 0 = EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA ==(0,1 3.2. 1 EXPOSED WALLS W/DOOR OR WINDOW: CUBIC FOOT AREA = 0.2,53 3.3. 2 EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = (h.506 4. ALL WALL/FLOOR/CEILING JOINTS AT ENVELOPE SHALL BE FOAM TAPEtD OR DOUBLE CAULKED. 5. ELECTRICAL DEVICES IN EXTERIOR ENVELOPE COVERED WITH APPROVED) HOUSE WRAP SHALL NOT REQUIRE GASKETS. 6. RECESSED FIXTURES SHALL BE I.C. LISTED OR INSULATION CLEARANCE MAINTAINED. 7. HEAT LOSS CALCULATED WITH FLOOR INSULATION PER INDIVIDUAL PLANT SPECIFICATIONS. ANY DEVIATION FROM THIS IS THE BUILDER'S RESPONSIBILITY. 8. CIRCUIT LOAD FOR ELECTRIC BASEBOARD HEAT SHALL NOT EXCEED 8071% OF THE AMPACITY (3750 WATTS PER HEATING CIRCUIT). 9. JUNCTION BOXES IN CEILING ARE FOR POWER TO THERMOSTATS AND M/AY BE OMITTED WHEN OUTLET BOX FOR THERMOSTAT PREVENTS OVERLOAD'I!NG. 10, NO RECEPTACLES CAN BE LOCATED OVER ELECTRIC BASEBOARDS. PFS Corporation Northeast Region APPROVED H Raup — 3 7/11/11 Approval limited to Factory Built Portion state opprovol slampe DAVID E. tiG BILLINGSLEY CIVIL No. 47769 ono 0 Q rcINU oo�_z a a'0ui"p �?0¢3� �waw3 �a Ud w�= yo z O�� 0 H U THESE DRAWINGS HAVE BEEN PREPARED BY (.I.r.glencoinc.Com) GLENCO, INC. C OPi7G30GHT©2i11 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Homes, LLC.' z U w � O m a W oc/) o L) m U m FILE: SQ.FT.: STATE: TYPE: MODEL: DRAWING: TWO STORY LECTRIC HEAT SHEET: n PLA 06/29/11 SUB -PANEL MAY BE REQUIRED WITH ELECTRIC BASEBOARD HEAT BREAKFAST AREA FAMILY ROOM I II i ofl i _. QT R KITCHEN i I T OLIVING ROOM FOYER DINING ROOM SUB -PANEL MAY BE REQUIRED WITH ELECTRIC BASEBOARD HEAT T E MASTER BATH o f O i E O ABATTHH1- ! ? O I I i I LtR� SE.SAING j 7 -L-- I _----------- V _N: BEDROOM 12 MASTER BEDROOM NOTES: 1. FOR ELECTRICAL NOTES AND DETAILS, SEE PGS 7G-7H. 2. UNITS WATTS (U/W) IS CALCULATED AS FOLLOWS: U/W = 'U' x 70/3.414(8 3. INFILTRATION IS CALCULATED AS FOLLOWS: 3.1. 0 = EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.11 3.2. 1 EXPOSED WALLS W/DOOR OR WINDOW. CUBIC FOOT AREA = 0.253 3.3. 2 EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.5063 4. ALL WALL/FLOOR/CEILING JOINTS AT ENVELOPE SHALL BE FOAM TAPED 04Z DOUBLE CAULKED. 5. ELECTRICAL DEVICES IN EXTERIOR ENVELOPE COVERED WITH APPROVED HOUSE WRAP SHALL NOT REQUIRE GASKETS. 6. RECESSED FIXTURES SHALL BE I.C. LISTED OR INSULATION CLEARANCE MAINTAINED. 7. HEAT LOSS CALCULATED WITH FLOOR INSULATION PER INDIVIDUAL PLAN SPECIFICATIONS, ANY DEVIATION FROM THIS IS THE BUILDER'S RESPONSIBILITY. 8. CIRCUIT LOAD FOR ELECTRIC BASEBOARD HEAT SHALL NOT EXCEED 80% OFF THE AMPACITY (3750 WATTS PER HEATING CIRCUIT). 9. JUNCTION BOXES IN CEILING ARE FOR POWER TO THERMOSTATS AND MAY BE OMITTED WHEN OUTLET BOX FOR THERMOSTAT PREVENTS OVERLOADING;, 10. NO RECEPTACLES CAN BE LOCATED OVER ELECTRIC BASEBOARDS. PFS Corporation Northeast Region APPROVED H Raup-3 7111111 Approval limited to Factory Built Portion state approval stompe OF M,1,9. D"ID E. tiG 4 BILLINGSLEY CIVIL C/) No. 47769 Q��9FGtST�P���4�Q� O q�W O 6rr.,NU a;Qv^U x>��W z zw o �zo¢3 U d W °zs 'a �n O�� U u THESE DRAWINGS HAVE BEEN PREPARED BY (wwv.gleocomc.com) GLENCO, INC. OOPYRIG T@2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF Legacy Custom Modular Hamel, LLG' 0 z U w U) K� c C \ t.l_I O c) o U m FILE: SQ.FT.: STATE: TYPE: MODEL: DRAWING: TWO STORY LECTRIC HEAT PLA SHEET: ('Dr 06/29/11 NOTES: 1. INFILTRATION IS CALCULATED AS FOLLOWS: 1.1. 0 = EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = C01 1.2. 1 EXPOSED WALLS W/DOOR OR WINDOW. CUBIC FOOT AREA = 0.25q� 1.3. 2 EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.5�06 2. HEAT LOSS CALCULATED WITH FLOOR INSULATION PER INDIVIDUAL PLAN: SPECIFICATIONS. ANY DEVIATION FROM THIS IS THE BUILDER'S RESPONSIBILITY. 3. REFERENCE INDIVIDUAL PLANS TO DETERMINE NUMBER OF HEATING ZONFtS IN A PARTICULAR STRUCTURE. 4. ALL CROSSOVER CONNECTIONS ARE TO BE COMPLETED ON SITE BY OTHERS AND SHALL BE MADE WITH PEX CONNECTORS, COPPER SWEAT FITTINGS; COPPER UNIONS OR OTHER METAL CONNECTIONS IN ACCORDANCE WITH,�<ALL STATE AND LOCAL CODES, 5. HEAT PIPING THAT IS NOT LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED IN FIELD BY OTHER TO A MINI R-2. PFS Corporation Northeast Region APPROVED H Raup-3 7111111 Approval limited to Factory Suitt Portion state approval stompe ��P��H OF Mgss9c DAVID E. yG BILLINGSLEY a 0 CIVIL � No. 47769 10 O p�o�NOV O— n�> o C) x —o N?z A w E 3 3 U c67 � s w°$ z�� O0 U THESE DRANICS HAVE BEEN PREPARED BY I_glmcoiac.mm) GLENCO, INC. COPYRIONT©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legocy Custom Modular Romm, LLC.' Z w � O C/) of a LIJ w � O cf) 0 N � C M U m FILE: SQ.FT.: STATE: TYPE: MODEL: DRAWING: RANCH HWBB HEAT PLAN SHEET: 9 9/ 11 =o 00 Y�OJ'iJV03INOJI'MMM ova. 9�la,W w.c<»_ ZZII'bL£(OLO:XVq OSZ£-t'L£ (OLO:gNOHd OL8LI Vd `3AONDSNI73S 37'I 93WOII"TIOOW WOIS:IJ i�� P ,r DV09 NODI O < ti�t-`b �• W O:VO'dITHONVSgtZ 71301InE a ®€ = W S a SE)NIMVI4 SW31SAS :103r08d/N3WOlsno _ z O vMi u0'I N w II Np2 z 2N z w II 11 a N Y�� 0 Q ¢ w¢ Z m e w Z p U p � K Q N E m w U v o m a w a¢ z m m � Z o 03 U U O~ Z OU N t W z 2 303'a N W p�0 J W Sjj� OO�N z �U W z 3 p Z cn 2 mUw -p pw2 Zlw- owoo�o� 0 Q OO xw U �3��Qo ¢�z 3pozv=i Z z Z¢ w w o pp o z W O .- N wow cr u 2- a a � U N Ww � l i Q W N lwi 2 J � d Q Q W N z W d W W J Z ti ni rj = N <UON2F--� O z cV M SiN 60/ll/lll 0ON310 :31VOS :31V0 :A8 NMV80 SNOISIA38 I 31VO r C Q W Cat? J tCO. b O 8 0 16 Cmi C M t c W 1 �a iL Q �Z �� CA °o o 9L 2 Q _1 V 0 C? r,� QQ ZP� C1 d O. om _C .t+ a y�harYO0 d z `LL Q�/ NOTES: 1. INFILTRATION IS CALCULATED AS FOLLOWS: 1.1. 0 = EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA =- Cb.1 1.2. 1 EXPOSED WALLS W/DOOR OR WINDOW: CUBIC FOOT AREA = 0.25S3 1.3. 2 EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.5506 2. HEAT LOSS CALCULATED WITH FLOOR INSULATION PER INDIVIDUAL PLANI SPECIFICATIONS. ANY DEVIATION FROM THIS IS THE BUILDER'S RESPONSIBILITY. 3. REFERENCE INDIVIDUAL PLANS TO DETERMINE NUMBER OF HEATING ZONES IN A PARTICULAR STRUCTURE. 4. ALL CROSSOVER CONNECTIONS ARE TO BE COMPLETED ON SITE BY OTHERS AND SHALL BE MADE WITH PEX CONNECTORS, COPPER SWEAT FITTINGS, COPPER UNIONS OR OTHER METAL CONNECTIONS IN ACCORDANCE WITH PALL STATE AND LOCAL CODES. 5. HEAT PIPING THAT IS NOT LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED IN FIELD BY OTHER TO A MIND R-2. PFS Corporation Northeast Region APPROVED H Raup-3 7/11111 Approval limited to Factory Built Portion slate �A o� MAssgcti o DAVID E. G BILLINGSLEY 0 CIVIL No. 47769 o � q�� O a¢a�u ^rn0 A>��z ¢� a O zv� X^ zo a �.u, Ua < S W x = K 3 F�1 a 5- U THESE DRAWINGS HAVE BEEN PREPARED BY (evv.glenconc.com) GLENCO, INC. COPYRIGHT ©2®1 1 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF *Legacy Custom Modulo, Homes, LLC.* m ¢ U ; } m p 0 W Y W_ W U Z 01 Z. oa a a a x U $ N $ C) VI aoaz�l.i ae 0 Z a z o a, U of o Q U N 0 N 5 o w O � F \ Q o m O Q _ p oo 0 U o � Z w > � < - o h ILt: SO FT. STATE: TYPE: MODEL: DRAWING: RANCH HWBB HEAT PLAN SHEET: 06/29/11 NOTES: o quo O Q�NNU 1. INFILTRATION IS CALCULATED AS FOLLOWS: o < 4 -' r D:Q-U 1.1. 0 = EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.1 1.2. 1 EXPOSED WALLS W/DOOR OR WINDOW: CUBIC FOOT AREA = 0.253 1.3. 2 EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.506 0 0 0 z x n _- 2. HEAT LOSS CALCULATED WITH FLOOR INSULATION PER INDIVIDUAL PLAN h 0 z j� 0 SPECIFICATIONS. ANY DEVIATION FROM THIS IS THE BUILDER'S a w 3 RESPONSIBILITY. w n 3. REFERENCE INDIVIDUAL PLANS TO DETERMINE NUMBER OF HEATING ZONES IN 3 A PARTICULAR STRUCTURE. 4. ALL CROSSOVER CONNECTIONS ARE TO BE COMPLETED ON SITE BY OTHERS AND SHALL BE MADE WITH PEX CONNECTORS, COPPER SWEAT FITTINGS, COPPER UNIONS OR OTHER METAL CONNECTIONS IN ACCORDANCE WITH ALL v Q STATE AND LOCAL CODES. w ° 5. HEAT PIPING THAT IS NOT LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED IN FIELD BY OTHER TO A MIN R-2. O�� U I-1 u THESE DRAWINGS HAVE BEEN PPREPARED BY (w 91"comc.com) CLEINC ' INC. (COPYRIGHT ©2®11 THIS DOCUMENT AND THE `SUBJECT MATTER CONTAINED IHEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF Legacy Custom Modular Homes, LLC.' PFS Corporation Northeast Region APPROVED H Raup - 3 7111111 Approve) limited to Factory Built Portion state approval stampe 1,6 OF A44ss9c D"ID E. yG BILLINGSLEY, CIVIL y No. 47769 C0 z ME W � m FtjLE: SSO.FT.: STTATE: CAPE HWBB HEAT PLAN StHEET: 9 C 1 it i __________m r______________________ r__-_______ i r i r __J L_____________________ J L__________F N__F I __________1 i_____________________i ---------- NOTES: 1. INFILTRATION IS CALCULATED AS FOLLOWS: 1.1. 0 = EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.1 1.2. 1 EXPOSED WALLS W/DOOR OR WINDOW: CUBIC FOOT AREA = 0.253 1.3. 2 EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.505 2. HEAT LOSS CALCULATED WITH FLOOR INSULATION PER INDIVIDUAL PLAN SPECIFICATIONS. ANY DEVIATION FROM THIS IS THE BUILDER'S RESPONSIBILITY. 3. REFERENCE INDIVIDUAL PLANS TO DETERMINE NUMBER OF HEATING ZONES IN4 A PARTICULAR STRUCTURE. 4. ALL CROSSOVER CONNECTIONS ARE TO BE COMPLETED ON SITE BY OTHERS AND SHALL BE MADE WITH PEX CONNECTORS, COPPER SWEAT FITTINGS, COPPER UNIONS OR OTHER METAL CONNECTIONS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. 5. HEAT PIPING THAT IS NOT LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED IN FIELD BY OTHER TO A MIN R-2. PFS Corporation Northeast Region APPROVED H Raup - 3 7/11111 Approval Bmited to Factory Built Portion stale approval stompe H OF Mgss90 DAVID E. �G BILLINGSLEY CIVIL No. 47769 o i o ;A o Q rcvNU x>��� oo�oz za �o Qoc c ezOQ3,3 4wau'3 w�= } ar�ja o� O2� 0 U THESE DRAWINGS HAVE BEEN PREPARED BY (r gtencoinc.com) GLENCO, INC. THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY N07 BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Homes, LLC.' in z UCC O G a W �Fw O w r Cn o N ED U m FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: CAPE HWBB HEAT PLAN SHEET: /1 D 11 NOTES: 1. INFILTRATION IS CALCULATED AS FOLLOWS: 1.1. 0 = EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.1 1.2. 1 EXPOSED WALLS W/DOOR OR WINDOW: CUBIC FOOT AREA = 0.253 1.3. 2 EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.506 2. HEAT LOSS CALCULATED WITH FLOOR INSULATION PER INDIVIDUAL PLAN SPECIFICATIONS. ANY DEVIATION FROM THIS IS THE BUILDER'S i RESPONSIBILITY. 3. REFERENCE INDIVIDUAL PLANS TO DETERMINE NUMBER OF HEATING ZONES IN y A PARTICULAR STRUCTURE. 4. ALL CROSSOVER CONNECTIONS ARE TO BE COMPLETED ON SITE BY OTHERS AND SHALL BE MADE WITH PEX CONNECTORS, COPPER SWEAT FITTINGS, COPPER UNIONS OR OTHER METAL CONNECTIONS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. 5. HEAT PIPING THAT IS NOT LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED IN FIELD BY OTHER TO A MIN R-2. PFS Corporation Northeast Region APPROVED H Raup — 3 7111/11 Approval limited to Factory Built Portion ,state opprwal sloml y nNG �SN dF MgS Sc\1S Ts140�� o o ;0 o Q I�NNV rx¢v-u ]0.�na Aar,-z z0aj-0 yzzx� Nwa4`3 3 �B Ud Q w w�� a 3 O�� 0 I-U-I u THESE DRAW1NGS HAVE BEEN PREPARED BY (rW 4encolnc.com) GLENCO, INC. COPYRIONT ©2®11 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WTHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Homes, LLC.' C/) 0 z U - cf)cc 0 G P, LU W U) o FILE: SO.FT.: STATE: TIDE: MODEL: DRAWING: TWO STORY HWBB HEAT PLAN SHEET: ^ r 06/29/11 BREAKFAST AREA FAMILY ROOM ------------- R. KITCHEN I I OLIVING ROOM T DINING ROOM NOTES: p o O Q N N V 1. INFILTRATION IS CALCULATED AS FOLLOWS: o�,�..i w d a - u 1.1. 0 = EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.1) 'c ^, v r 1.2. 1 EXPOSED WALLS W/DOOR OR WINDOW: CUBIC FOOT AREA = 0.253 o o S LO 1.3. 2 EXPOSED WALLS W/ DOOR OR WINDOW: CUBIC FOOT AREA = 0.5* A x "l o 2. HEAT LOSS CALCULATED WITH FLOOR INSULATION PER INDIVIDUAL PLAN a N z x y SPECIFICATIONS. ANY DEVIATION FROM THIS IS THE BUILDER'S e ? O ¢ 3 RESPONSIBILITY. 3. REFERENCE INDIVIDUAL PLANS TO DETERMINE NUMBER OF HEATING ZONESSI'IN A PARTICULAR STRUCTURE. 4. ALL CROSSOVER CONNECTIONS ARE TO BE COMPLETED ON SITE BY OTHERS U AND SHALL BE MADE WITH PEX CONNECTORS, COPPER SWEAT FITTINGS, ¢ w COPPER UNIONS OR OTHER METAL CONNECTIONS IN ACCORDANCE WITH ALLIL w s STATE AND LOCAL CODES. a a a 5. HEAT PIPING THAT IS NOT LOCATED ENTIRELY WITHIN THE BUILDING = THERMAL ENVELOPE SHALL BE INSULATED IN FIELD BY OTHER TO A MIN g v R-2. 00 U� IH V THESE DRAWINGS HAVE BEEN PREPARED BY (ww.91mcoinc.00m) GLENCO, INC. COPY IGHT ©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF .Legacy Custom Modular Homes, LLC." PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 APProval limited to Factory Built Portion state approvol stompe MgsR DAVID E. BILLINGSLEY v CIVIL ti No. 47769 FILE: SQ.FT.: STATE: TYPE: MODEL: DRAWING: TWO STORY HWBB HEAT PLAN SHEET: 9 F 06/29/11 r i SAMPLE ONLY (DESIGNS ARE TO BE DONE BY A CERTIFIED 1JVAC DESIGNER) n{ qF DINING mp ©© BEDRQDM #3 II II II 1 1 II It II II It II II II II I I I I I I II II f RN w O KITCHEN , I � O U N N K U X LIVING ROOM T-STAT PULL WRE HEDROOM 2 MASTER BEDROOM I� 1 I i II I� I I II II 1 1 it I B X 18 SUPPLY DUCT 8 X 18 SUPPLY DUCT (TYP) FIRST FLOOR OF RANCH DUCT OPENING IN FLOOR -_--------------- - _. IIIII%1�1%I%I� I� 1� 1�-I�I�IIIII%I NOTES: 1. HVAC MAY BE OMITTED BY MNAUFACTURER AND SUPPLIED AND INSTALLED o��° u ON SITE BY OTHERS. 0-- waeU 2. SEE SHEET 1OF-1OH FOR TYPICAL HEAT LOSS CALCULATION EXAMPLES. a at, dva Mc7 3. CALCULATIONS FOR INDIVIDUAL FLOOR PLANS AVAILABLE UPON REQUEST. 4. DUCT SIZE AND LOCATION MAY VARY PER INDIVIDUAL FLOOR PLANS. Q z s_- z 5. GRILLE SIZE, TYPE, AND LOCATION MAY VARY PER INDIVIDUAL FLOOR PLANS. z � Lii zo 6. DUCT MATERIALS MAY BE FIBERGLASS OR GALVANIZED STEEL. z a ' 7. SUPPLY DUCTS IN ATTICS SHALL BE INSULATED ON SITE BY OTHERS TO A wc�" 3 MIN. R-8. ALL OTHER DUCTS SHALL BE INSULATED TO A MIN R-6. 3 8. DUCT SYSTEM IS TO BE DESIGNED TO CONFORM WITH CODE 8.1. EQUIPMENT CONNECTED TO DUCT SYSTEM SHALL BE SIZED BY CERTIFIED DESIGNER. U 8.2. CONSTRUCTION OF DUCT SYSTEM SHALL BE OF CLASS 0 OR 1 d w MATERIALS AS DESIGNATED PER RESIDENTIAL CODE TABLE M1601.1(1) w 8.3. FIBROUS DUCT CONSTRUCTION SHALL CONFORM TO THE SMACNA -a a 'FIBROUS DUCT CONSTRUCTION STANDARDS" o d 8.4. MINIMUM THICKNESS OF METAL DUCT SHALL BE PER RESIDENTIAL CODE TABLE M1601.1.1(2). 0 8.5. RESERVED U 8.6. STUD CAVITIES TO BE USED FOR DUCTING SHALL MEET THE FOLLOWING CONDITIONS: 8.6.1. SUCH CAVITIES OR SPACES SHALL NOT BE UTILIZED AS A PLENUM FOR SUPPLY AIR. 8.6.2. CAVITIES OR SPACES SHALL NOT BE PART OF A REQUIRED THESE DRAWNGS HAVE BEEN FIRE -RATED ASSEMBLY. PKEPARED BY (m. 4nco"mc.com) G rNCp' NC. 8.6.3. STUD WALL CAVITIES SHALL NOT CONVEY ARI FROM MORE THAN (�®pgG�pC�a4©�®99 ONE FLOOR LEVEL. 8.6.4. WALL CAVITIES IS NOT PART OF A WALL USED TO RESIST SHEAR. THIS DOCUMENT AND THE 9. ALL FORCED AIR SYSTEMS TO BE CONTROLLED BY A PROGRAMMABLE THERMOSTAT PER N1103.1.1 I SUBJECT MATTER CONTAINED FHEREIN IS PROPRIETARY AND 10. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT MAY NOT BE REPRODUCED OR SHEET METAL FITTINGS SHALL BE MECHANICALLY FASTENED. WITHOUT THE WRITTEN MECHANICAL FASTENERS FOR USE WITH FLEXIBLE, NONMETALLIC AIR DUCTS PERMISSION OF 'Legacy Custom Modular SHALL COMPLY WITH UL 181 B AND SHALL BE MARKED 181 B—C. Homes, U.C- En CD z En �w o m SYMBOLS WEP FLOOR GRILLE AND BOOT TAKEOFF BOOT ® WALL STACK AND BOOT BASEBOARD DIFFUSERS AND BOOT © ROUND DUCT SIZE PFs Corporation Northeast Region APPROVED H Raup-3 7111111 Approval limited to Factory Built Portion slate approval stompe -a OF A44 o DAVID E. G BILLINGSLEY 0 CIVIL ch No. 47769 10 4.Zl FILE: SSO.FT.: STATE: TIIYPE: MIODEL: 0JRAWING: RANCH HVAC LAYOUT StHEET: 10 9/11 SAMPLE ONLY (DESIGNS ARE TO BE DONE BY A CERTIFIED HVAC DESIGNER) (TYP) SINGLE WIDE RANCH NOTES: 1. HVAC MAY BE OMITTED BY MNAUFACTURER AND SUPPLIED AND INSTALLED) ON SITE BY OTHERS. 2. SEE SHEET 1OF-10H FOR TYPICAL HEAT LOSS CALCULATION EXAMPLES. 3. CALCULATIONS FOR INDIVIDUAL FLOOR PLANS AVAILABLE UPON REQUEST. 4. DUCT SIZE AND LOCATION MAY VARY PER INDIVIDUAL FLOOR PLANS. 5. GRILLE SIZE, TYPE, AND LOCATION MAY VARY PER INDIVIDUAL FLOOR PLANTS. 6. DUCT MATERIALS MAY BE FIBERGLASS OR GALVANIZED STEEL. 7. SUPPLY DUCTS IN ATTICS SHALL BE INSULATED ON SITE BY OTHERS TO A\ MIN. R-8. ALL OTHER DUCTS SHALL BE INSULATED TO A MIN R-6. 8. DUCT SYSTEM IS TO BE DESIGNED TO CONFORM WITH CODE 8.1. EQUIPMENT CONNECTED TO DUCT SYSTEM SHALL BE SIZED BY CERTIFIED DESIGNER. 8.2. CONSTRUCTION OF DUCT SYSTEM SHALL BE OF CLASS 0 OR 1 MATERIALS AS DESIGNATED PER RESIDENTIAL CODE TABLE M1601.1(1), 8.3. FIBROUS DUCT CONSTRUCTION SHALL CONFORM TO THE SMACNA "FIBROUS DUCT CONSTRUCTION STANDARDS" 8.4. MINIMUM THICKNESS OF METAL DUCT SHALL BE PER RESIDENTIAL COD5E TABLE M1601.1.1(2). 8.5. RESERVED 8.6. STUD CAVITIES TO BE USED FOR DUCTING SHALL MEET THE FOLLOWhI"$ CONDITIONS: 8.6.1, SUCH CAVITIES OR SPACES SHALL NOT BE UTILIZED AS A PLENUIM FOR SUPPLY AIR. 8.6.2. CAVITIES OR SPACES SHALL NOT BE PART OF A REQUIRED FIRE -RATED ASSEMBLY. 8.6.3. STUD WALL CAVITIES SHALL NOT CONVEY ARI FROM MORE THAN; ONE FLOOR LEVEL. 8.6.4. WALL CAVITIES IS NOT PART OF A WALL USED TO RESIST SHEARR. 9. ALL FORCED AIR SYSTEMS TO BE CONTROLLED BY A PROGRAMMABLE THERMOSTAT PER N1103.1.1 10. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENTT OR SHEET METAL FITTINGS SHALL BE MECHANICALLY FASTENED. MECHANICAL FASTENERS FOR USE WITH FLEXIBLE, NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL 181 B AND SHALL BE MARKED 181 B-C. SYMBOLS Ip FLOOR GRILLE AND BOOT TAKEOFF BOOT ® WALL STACK AND BOOT BASEBOARD DIFFUSERS AND BOOT © ROUND DUCT SIZE PFS Corporation Northeast Region APPROVED H Raup-3 7/I I/11 Approval limited to Factory Built Portion slate o � o-12 o Q uN>; aa�v UQ voz Zu6i N�zx'� Nwr. u U; W Ha<3 '*01 0�� 0 U� 1�1 U SE DRAWINGS HAVE BEEN THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION Or 'Legocy Custom Mod lar Homes, LLG' C/) 0 Z U �CC K G o Lu w� � cf) o U m FILE: OF M4S �tt,P S,qc O� DAVID E. yG BILLINGSLEY °v CIVIL -4 No. 47769 SO.FT.: STATE. TYPE: MODEL: 10 '9� �� (VQ DRAWING: RANCH NAL HVAC LAYOUT i SHEET: 1 O /t 11 SAMPLE ONLY (DESIGNS ARE TO BE DONE BY A CERTIFIED HVAC DESIGNER) FK7 0 0 Ld 0 10 14xI6x4B Attic Plenum 2X8 8x22 H.D. 12X8 RETURN B 0 g 8 B 12X8 12 B 12XB R.A. CEILING GRILLES (TYP)SECOND FLOOR OF CAPE SHED R.A. IN ATTIC SPACE 8 X 22 X 28' SUPPLY DUCT aLd O II I I S r, � I Io S I I I I }fy lnJ/ 5 I Ip I h 1ltr 1 1 I 1 I 1 I1 ID 11 1 1 1L 1 fin II 11 SUPPLY IN CANItt HETWEEN FLOORS 0 )SUPPLY DUCT 11 II 11 II II II II I I II II II II 1 1 I I II II II 11 II II II II II 1 II 1 I IV I$ PPL 1� II I l0 1 ( RISERY II II II II I I I I II II 11 11 11 to II I11 1z II II 11� II 11� II II 11 II II II II 11 1 I 11 II I I II 11 11 11 II BASEBOARD DIFFUSER BOOT II II II II II II 11 11 (TYP) SECOND FLOOR OF CAPE SHED SUPPLY DUCT OPENING IN FLOOR TRUSSES 1st FLOOR OF TWO STORY, CAPE OR RANCH SECOND FLOOR OF TWO STORY OR CAPE OPT. 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II II II 6 1 below II II (TYP) SECOND FLOOR OF CAPE SUPPLY 2x FLOOR PERIMETER CEILING/FLOOR JOIST OPT. SECOND FLOOR OF CAPE CAPE SHED NOTES: p o 0 6rivNV 1. HVAC MAY BE OMITTED BY MNAUFACTURER AND SUPPLIED AND INSTALLED x ¢ - u ON SITE BY OTHERS. d w M 10, 2. SEE SHEET 10E-10H FOR TYPICAL HEAT LOSS CALCULATION EXAMPLES. O p Suj z 1CALCULATIONS FOR INDIVIDUAL FLOOR PLANS AVAILABLE UPON REQUEST, z x —o 4. DUCT SIZE AND LOCATION MAY VARY PER INDIVIDUAL FLOOR PLANS. ¢ " U h ° 5. GRILLE SIZE, TYPE, AND LOCATION MAY VARY PER INDIVIDUAL FLOOR PLANS. w 6. DUCT MATERIALS MAY BE FIBERGLASS OR GALVANIZED STEEL. � � � 7. ATTIC SUPPLY DUCTS SHALL BE INSULATED ON SITE BY OTHERS TO A MIN. R-8. ALL OTHER DUCTS SHALL BE INSULATED TO A MIN R-6. 8. DUCT SYSTEM IS TO BE DESIGNED TO CONFORM WITH CODE �. u 8.1. EQUIPMENT CONNECTED TO DUCT SYSTEM SHALL BE SIZED BY U CERTIFIED DESIGNER. d 8.2. CONSTRUCTION OF DUCT SYSTEM SHALL BE OF CLASS 0 OR 1 w 5 MATERIALS AS DESIGNATED PER RESIDENTIAL CODE TABLE M7601.1(1) a � a 8.3. FIBROUS DUCT CONSTRUCTION SHALL CONFORM TO THE SMACNA ��� o u "FIBROUS DUCT CONSTRUCTION STANDARDS"� Z 8.4. MINIMUM THICKNESS OF METAL DUCT SHALL BE PER RESIDENTIAL CODE O Q TABLE M1601.1.1(2). 8.5. RESERVED �U1 8.6. STUD CAVITIES TO BE USED FOR DUCTING SHALL MEET THE FOLLOWING CONDITIONS: 8.6.1. SUCH CAVITIES OR SPACES SHALL NOT BE UTILIZED AS A PLENUM FOR SUPPLY AIR. THESE DRAWINGS HAVE BEEN PREPARED BY (wrrglencoinctorn) 8.6.2. CAVITIES OR SPACES SHALL NOT BE PART OF A REQUIRED OLENCO, INC. FIRE -RATED ASSEMBLY, 8.63. STUD WALL CAVITIES SHALL NOT CONVEY ARI FROM MORE THAN COPYRIGHT ©2099 ONE FLOOR LEVEL. 8.6.4. WALL CAVITIES IS NOT PART OF A WALL USED TO RESIST SHEAR. THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED 9. ALL FORCED AIR SYSTEMS TO BE CONTROLLED BY A PROGRAMMABLE HEREIN IS PROPRIETARY AND THERMOSTAT PER N1103.1.1 MAY NOT BE REPRODUCED WITHOUT THE WRITTEN 10. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT PERMISSION OF OR SHEET METAL FITTINGS SHALL BE MECHANICALLY FASTENED. 'Legacy Custom Modular MECHANICAL FASTENERS FOR USE WITH FLEXIBLE, NONMETALLIC AIR DUCTS Horses, LUC.* SHALL COMPLY WITH UL 181 B AND SHALL BE MARKED 181 B-C. Z _ IU pmM IW ly J SYMBOLS FLOOR GRILLE AND BOOT TAKEOFF BOOT ® WALL STACK AND BOOT BASEBOARD DIFFUSERS AND BOOT © ROUND DUCT SIZE PFs Corporation Northeast Region APPROVED H Raup - 3 7/11/11 Approval limited to Factory Built Portion slate opprovol slompe N C F Mgss�o o� DAVID E. 4 BILLINGSLEY O CIVIL v c� No. 47769 /STE4�O�� 06/29/11 SAMPLE ONLY (DESIGNS ARE TO BE DONE BY A CERTIFIED HVAC DESIGNER) DUCT OPENING IN FLOOR TRUSSES 1st FLOOR OF TWO STORY, CAPE OR RANCH SECOND FLOOR OF TWO STORY OR CAPE CEILING JOIST OPT. SECOND FLOOR OF TWO STORY 2a FLOOR PERIMETER FLOOR JOIST CLEAR SPACE FOR HVAC DUCT WORK CEILING JOIST 2x CEILING PERIMETER OPT. SECOND FLOOR OF TWO STORY r Z BEDROOM #3 I1 BEDROOM #2 ' II ;TUB$� x 60 11 onT-$TAT uJ 1 I PULL WRE II II III II LIN. S� 60 MASTER HowER BEDROOM OD 6 6 6 (TYP) SECOND FLOOR OF TWO STORY SUPPLY 6 x 18 SUPPLY DUCT ;I ;I II 11 II DINING II II II II II 11 mom' II ^11 I II 11 II 11 II II �I II II 11 II H H ;; 11 11 SIT„ CHEW: 11 I I I I I I I I I I I II II I I I I I I I I I I 11 II II I I I I I I 11 I I I I I I 7 Si4 l REF'G II I 3II II I I I I :11 II I I � , I I I I I\ I PAN I� " ; I LIVING;; I I I I II II 11 ROOM 11 II II II 11 II II II I� , , I II II 11 II 11 I I I I I I I I I I I 1 1 I I I HH 6 //iij;yi \-2-1/4 x 14 Wall Stack (typ) (TYP) FIRST FLOOR OF TWO STORY BEDROOM #3 BEDROOM #2 x 32 x 60 TUB B x T_$TAT u, zxe on PIAL WIRE B e Lk60 LIN ATTIC B HOWER MASTER Izze O BEDROOM (TYP) SECOND FLOOR OF TWO STORY R.A. NOTES: 1. HVAC MAY BE OMITTED BY MNAUFACTURER AND SUPPLIED AND INSTALLED ON SITE BY OTHERS. 2. SEE SHEET 10E-10H FOR TYPICAL HEAT LOSS CALCULATION EXAMPLES. 3. CALCULATIONS FOR INDIVIDUAL FLOOR PLANS AVAILABLE UPON REQUEST. 4. DUCT SIZE AND LOCATION MAY VARY PER INDIVIDUAL FLOOR PLANS. 5. GRILLE SIZE, TYPE, AND LOCATION MAY VARY PER INDIVIDUAL FLOOR PLANS;. 6, DUCT MATERIALS MAY BE FIBERGLASS OR GALVANIZED STEEL. 7. SUPPLY AND RETURN DUCTS SHALL BE INSULATED ON SITE BY OTHERS TO, A MIN. R-8. DUCTS IN FLOOR TRUSSES SHALL BE INSULATED TO A MIN R-6. 8. DUCT SYSTEM IS TO BE DESIGNED TO CONFORM WITH CODE 8.1. EQUIPMENT CONNECTED TO DUCT SYSTEM SHALL BE SIZED BY CERTIFIED DESIGNER. 8.2. CONSTRUCTION OF DUCT SYSTEM SHALL BE OF CLASS 0 OR 1 MATERIALS AS DESIGNATED PER RESIDENTIAL CODE TABLE M1601.1(1) 8.3. FIBROUS DUCT CONSTRUCTION SHALL CONFORM TO THE SMACNA "FIBROUS DUCT CONSTRUCTION STANDARDS" 8.4. MINIMUM THICKNESS OF METAL DUCT SHALL BE PER RESIDENTIAL CODE - TABLE M1601.1.1(2). 8.5. RESERVED 8.6. STUD CAVITIES TO BE USED FOR DUCTING SHALL MEET THE FOLLOWING; CONDITIONS: 8.6.1. SUCH CAVITIES OR SPACES SHALL NOT BE UTILIZED AS A PLENUMI FOR SUPPLY AIR. 862 CAVITIES OR SPACES SHALL NOT BE PART OF A REQUIRED FIRE —RATED ASSEMBLY. 8.6.3. STUD WALL CAVITIES SHALL NOT CONVEY ARI FROM MORE THAN ONE FLOOR LEVEL. COPYRIGHT©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED 8.6.4. WALL CAVITIES IS NOT PART OF A WALL USED TO RESIST SHEAR. HEREIN IS PROPRIETARY AND 9. ALL FORCED AIR SYSTEMS TO BE CONTROLLED BY A PROGRAMMABLE MAY NOT BE REPRODUCED THERMOSTAT PER N1103.1.1 WTHR THE WRITTEN PEERMISSION OF 10. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT Legacy Custom Modular OR SHEET METAL FITTINGS SHALL BE MECHANICALLY FASTENED. Horom LLC.' MECHANICAL FASTENERS FOR USE WITH FLEXIBLE, NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL 181 B AND SHALL BE MARKED 181 B-C. SYMBOLS R7 FLOOR GRILLE AND BOOT TAKEOFF BOOT ® WALL STACK AND BOOT BASEBOARD DIFFUSERS AND BOOT © ROUND DUCT SIZE PFS Corporation Northeast Region APPROVED H Raup - 3 7/11/11 Approval limited to Factory Built Portion stote opprovol stompe kk OF MgSs9� o� DAVID E. �G BILLINGSLEY m, CIVIL C6 N0.47769 Cn CT3 Z U oU) a W N f o C o I~il U m FILE: SQ.FT.: STATE: TYPE: MODEL: DRAWING: TWO STORY HVAC LAYOUT SHEET: 1 O c 06/29/11 DETAIL A - TOP VIEW DETAIL B - TYPICAL CROSS OVER DETAIL C - ALTERNATE CROSSOVER SPLICE BLOCK WITH SPACER 1 FLOOR JOIST SIDE VIEW: REMOVED GASKET (SEE NOTE 5) PERIMETER JOIST FOR CLARITY 6 SIDE VIEW; REMOVED GASKET (SEE NOTE 5) FOR CLARITY g PERIMETER JOIST (2) SCREWS AT EACH (2) 2x6 SPFa3 FLOOR JOIST 36" MIN 36" MIN IIN. 2x6 SPF#3 T�'NNE WO JOTS PAS E H SIDE OF DUCT OPE ING JOTS PASTMIN2x6 SPFg3 HEAT DUCT PERIMETER JOIST 5`x14" CUT OUT (9) #8x3" WOOD SCREWS EACH SIDE OF DUCT OF DUCT OPENING 5"x14" CUT OUT g Bx3" WOOD SCREWS EACH SIDE OF DUCT 90% PVA GLUE COVERAGE z REQUIRED BETWEEN MEMBERS __z MARRIAGE (9) i8 X 3' WOOD SCREWS GASKET (SEE NOTE 5) LINE FLOOR JOIST FLOOR JOIST EACH SIDE OF DUCT. EAT DUC HEAT DUC EAT DUC HEAT DUC END VIEW: (SECTION B-B) GASKET (SEE NOTE 5) E N D VI E W: (SECTION B-B) CASKET (SEE NOTE 5) DETAIL D - PERIMETER FRAME FLOOR SYSTEM: TOP VIEW DETAIL E - PERIMETER FRAME FLOOR SYSTEM: SIDE VIEW DETAIL F - PERIMETER FRAME FLOOR SYSTEM: END VIEW 48" 16-19 2X8 (MIN) FLOOR JOIST PERIMETER FRAME BEAM INSTALLED ONSITE TO REMOVED SUPPORT SECTION OF GASKET (SEE NOTE 5) FOR CLARITY PREMIER JOIST THAT WAS E REMOVED FOR DUCT CUT-OUT PERIMETER JOIST CONNECTION LEAVING 2- (MIN) ALONG 2X8 (MIN.) FLOOR JOIST 2X8 PERIMETER JOIST (MIN.) 24" (MIN.) THE TOP OF THE JOIST PERIMETER FRAME BEAM INSTALLED ONSITE TO SUPPORT SECTION OF PREMIER JOIST HEAT THAT IS REMOVED FOR DUCT - - - - - DUCT CONNECTION PERIMETER JOIST , • EAT DUCT HEAT DUC 404" CUT OUT GASKET (SEE NOTE 5) MARRIAGE 2X3 FILLER BLOCK LINE GASKET (SEE NOTE 5) (2) 3/8`X 3-1/2" LAGS SCREWS E 2X3 FILLER BLOCK: ATTACHED TO EACH SIDE OF CROSSOVER INTO PERIMETER FRAME BEAM WITH PERIMETER JOIST SELF -TAPPING SCREWS SECTION E— E: DETAIL G - 200 FLOOR SYSTEM: TOP VIEW DETAIL H - 200 FLOOR SYSTEM: SIDE VIEW DETAIL I - 200 FLOOR SYSTEM: END VIEW 48" T 2X10 FLOOR JOIST REMOVED GASKET (SEE NOTE 5) FOR CLARITY CUT-OUT PERIMETER JOIST FIELD INSTALLED SUPPORT F LEAVING 2" (MIN) ALONG 2X10 FLOOR JOIST BEAM THE TOP OF THE JOIST I- - - - - PERIMETER JOIST t - - - -, < EAT DUCT HEAT DUC 5"x14" CUT OUT CASKET (SEE NOTE 5) — MARRIAGE CUT-OUT PERIMETER JOIST LINE - - - F FIELD INSTALLED SUPPORT BEAM GASKET (SEE NOTE 5) 2X10 PERIMETER JOIST _ FIELD INSTALLED SUPPORT BEAM SECTION F—F: GENERAL NOTES: 1. MARRIAGE WALL SUPPORT COLUMN SHALL NOT BE PLACED ABOVE IN -FLOOR CROSSOVER DUCT LOCATIONS 2. SHEARWALLS THAT ATTACH TO THE MARRIAGE WALL AND ARE STRAPPED TO THE PERIMETER JOIST, SHALL NOT BE LOCATED WITHIN 32-INCHES OF AN IN -FLOOR CROSSOVER DUCT 3. THE INTERIOR OF THE HEAT DUCT SHALL REMAIN AIR -TIGHT, THE CORNERS INSIDE THE DUCT NEAR THE TABS SHALL BE CHECKED TO ENSURE THERE ARE NO GAPS OR EXPOSED LUMBER, IF SO, THE CAP(S) SHALL BE REPAIRED USING AN APPROVED METAL DUCT TAPE. 4. WHEN ATTACHING THE FLOOR DECKING TO A SPACER BLOCK OR CUT PERIMETER JOIST, STAPLES SHALL NOT PENETRATE INTO HEAT DUCT. 5. GASKET IS R-19 INSULATION 2" MINIMUM WIDTH OR A FORMED PIECE OF FIBERGLASS DUCT BOARD. FASTEN GASKET WITH 1' X 1-1/2" X 16 GA. STAPLES AT 4" O/C MAXIMUM. 6, SEE CALCULATIONS MANUAL SECTION 3 FOR CUT OUT DESIGN AND SUBSTANTIATION. 7. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM OR SHEET METAL FITTINGS SHALL BE MECHANICALLY FASTENED. MECHANICAL FASTENERS FOR USE WITH FLEXIBLE, NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL181 8 AND SHALL BE MARKED 181 B-C. PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Built Portion state ­H OF M9Ssgc9 o DAVI D E. o BILLINGSLEY TO v CIVIL cf) ,`\ ,(� No. 47769 l\ 'V�k. fiCi I S T' ES`�O��Cr�41 o � oho 0 r N U C v a. _- 4 r>��w z <Ow-o y Z X Z u Ua CQ7 WQr 1 a 3 O� 0 U THESE DRAWINGS HAVE BEEN PREPARED BY (­glmcoinc.com) GLENCO, INC. COPY SIGHT ©2019 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF "Legacy Custom Modular Homes, LLC." 0 z w � O C/D a LJJ o C V) U o J CO m y x s ¢ w U m m s U w w U z o o� z ca oa a a a s p a o o_ I;j Z w of o a N W a n O) 0 N w 5 Q W a - co O m o 00 o Z z a w'on me'o ¢ w CJO FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: HVAC SECTIONS AND DETAILS SHEET: 1 O D 06/29/11 HVAC DESIGNS ARE TO BE DONE ON AN INDIVIDUAL PLAN BASIS BY A CERTIFIED HVAC DESIGNER NOTES: 1. MINIMUM MAIN TRUNK HEAT DUCT SIZE - 60 SO. INCHES. 2. MINIMUM IN -FLOOR CROSSOVER DUCT SIZE - 60 SQ. INCHES. 3. FOR DUCT MATERIAL, REFER TO PRIMARY HEAT DUCT DETAILS SPECIFIED ON INDIVIDUAL FLOOR PLANS. 4. MINIMUM PERIMETER FLEX DUCT - 5" DIA. 5. EACH FLOOR PLAN HAS A DUCT SYSTEM LAYOUT ON AN HVAC MANUFACTURING DRAWINGS WHICH SHOWS THE LOCATION AND SIZE FOR DUCTS AND REGISTERS. 6. DATA PLATE INFORMATION: THE COOLING CAPACITY OF THE DUCT SYSTEM IN BTUH SHALL BE CALCULATED USING A DAPIA APPROVED COMPUTER PROGRAM, THE NORDYNE "CERTIDUCT" PROGRAM OR PROVIDED BY AN HVAC SUPPLY COMPANY. 7. DUCT SYSTEM IS TO BE DESIGNED TO CONFORM WITH CODE 7.1 CONSTRUCTION OF DUCT SYSTEM SHALL BE PER ACCA MANUAL D, AND BE OF CLASS 0 OR 1 MATERIALS AS DESIGNATED PER TABLE M1601.1(1), WHICH EVER APPLIES. 7.2 FIBROUS DUCT CONSTRUCTION SHALL CONFORM TO THE SMACNA "FIBROUS DUCT CONSTRUCTION STANDARDS" / \ 7.3 MINIMUM THICKNESS OF METAL DUCT SHALL BE PER TABLE M1601.1.1(2) OPTIONAL 50 SQ. IN. MIN. /oo \ 7.4 PER SECTION M1601.2, FACTORY MADE DUCTS SHALL BEAR A LISTING AND GRADUATED DUCT AT ENDS / LABEL COMPLYING WITH UL 181 AND UL 181A OR UL 181B, AND THEIR FLAME / SPREAD INDEX SHALL BE NO MORE THAN 200 PER SECTION M1601.1.1, #6. \ 7.5 DUCTS AND LININGS SHALL HAVE A FLAME -SPREAD INDEX NOT GREATER / \ THAN 25, AND A SMOKE -DEVELOPED INDEX NOT GREATER THAN 50, WHEN / pG� \ ALT. CROSS -OVER LOCATION LISTED PER ASTM E84. THEY SHALL BE TESTED PER ASTMC 411 AT THEIR NOT UNDER FURNACE SERVICE TEMPERATURE, BUT NOT BELOW 250' / 7.6 PER SECTION M1601.3.1. JOINTS AND SEAMS OF DUCT SYSTEMS SHALL MADE SUBSTANTIALLY AIRTIGHT BY MEANS OF TAPES, MASTICS, \ GASKETING OR OTHER APPROVED CLOSURE SYSTEMS. \ 7.7 SUPPORTING SHALL COMPLY WITH SECTION M1601.3.21 / \ 8. ACCA MANUAL J IS REQUIRED FOR EQUIPMENT SIZING. \ 9. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUITION SYSTEM EQUIPMENT OR SHEET METAL FITTINGS / \ \ SHALL BE MECHANICALLY FASTENED. / TYP. OPTIONAL \ pvG MECHANICAL FASTENERS FOR USE WITH / P� IN -LINE REGISTERS FLEXIBLE, NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL 181 B AND SHALL BE MARKED AS/ HEAT /PFS Corporation UL 181 B-C. / REGISTERS / \ O / Northeast Region SEE HVAC SECTION / / APPROVED H Raup-3 7/11/11 APProval limited to FactoryBuik Portion \ F<O \ \ SEE HVAC SECTION P \ NAILS PG 10D �OSSO�F 0 / j / SUPPORT MAIN DUCT �\ FLEX DUCT stale �ZH OF Algsq FBILLI.NGSLEY E. s 9 o� 0] � - ,Q ^M.-.r .aU ,>caW Fa 0 zav�o cU w zo< 4:ix"3 ¢w War a�3 a o�� a 1u U THESE 11AW111 NAVE BEEN PREPARED BY (wwr.genconc.com) GLENCO, INC. COPYRIGNT ©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WTHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modulo Hanes, LLC.' STATE: TYPE: MODEL: DRAWING: HVAC ISOMETRIC & NOTES SHEET: 10 r 06/29/ 11 Customer I File Name: TYP At 23'8 x 40' RANCH BATH#1 DINING gTHCEN BEDRMM2 BEDRM#3 RR ENTRY Room Name: BEDRNts, Length (feet in decimal; 12.66J 5.5 17.75 10.5833 10.75 64167 WHd, 11.833 11.833 833 11.83 11-833 11.833 11.833 A24.3417 Exterior Wall length 24.5 5.5 19-4167 167 23-58 224167 10.75 6.4167 Ceiling Height a 8 8 8 8 a 12 Area Loss(Ux.A.) Area Low(UxAl Area Loss(UXAt Area Loss H-IxAl Area Losstu I Area Loss(UxA) Area Low(I.W.) Area Loss IUYAI Area Loss(UxA) Windows (U value) 0.30 15.3 5.8 0 DO 15.3 5.8 8 3.0 153 5.8 15.3 5.8 0.0 30.6 11.6 0.0 0.33 0.0 0.0 0.0 00 0.0 0.0 0.0 OC 0.0 0 Doors (U value) 0.14 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.28 - 0.0 0 0 0.0 2L8 6.1 0.0 0_0 21.8 6.1EEE1 0.0 0.0 0.33 Ext Walls (U value) 0.055 180-7 9.9 44 2A 60.0335 33 158.84 8.7 1640336 9.0 70.7 3.9 552004 3.0 161.7336 8.9 0 0.0 0 180.7 0.0 44 0 0 60.0336 . OD 158.84 0.0 164.0336 0.0 70.7 0.0 55.2004 0.0 161.7336 0.0 0 0.0 Floors (UvalLie) 0.049 149.888611 7.3 65.0815 32 111A27811 5.5 139.0025 6.8 125..232189 GA 12720475 6.2 75.9288111 3.7 144A61997 7.1 O 0.0 0 1 49 .8 886 11` 0.0 65.Be15 0.0 111.AZ7811 " 0.0 139.0025 0.0 125.232189 0.0 127.20475 0.0 75.9288111 0.0 144A61997 0.0 0 0.0 Ceiling (U value) 0.033 149.888611 4.9 65.0815 21 IlIA27811 37 139.0025 46 125232189 4.1 127.20475 4.2 75.9288111 25 144.461997 4.8 0 0.0 ;.. 0 149.888611 ':. 0.0 ;` 65.0815 0.0 111.427811 0.0 139.0026 - 0.0 125232189 `. `. 0.0 12720475 0.0 75.9288111 00 144AS1997 0A 0 0.0 Infiltration Volume Volume Volume Volume Volume volume Volume Volume Volume 0.016 1199.10889 19 520.652 8 891 A22489 14 1112.02 18 1001.86751 16 1017.638 16 911.145733 15 1155.69598 18 0 0 Total (U x A) 47 16 33 47 41 36 30 51 0 Design Temp 63 Heat Loss (UxAxT) 4312 1469 2969 4298 3756 3325 2734 4644 0 Electric (250 watts PLF) 6 2 4 6 5 5 4 6 0 Hot Water (550 BTU's PLF) 9 3 6 9 8 7 6 10 0 n�a Q.i3 �aaa ` Window Area 100 0 00 0 D Floor Area 939 Total BTU Loss 0505 0140 0.280 '033 Door Area 0 0 44 0 06 Ceiling Area 939 Wall Area (tstfir+clg penniq B21 a' ResCheck Information ( ustnmer I Fila Narri TYP 7A'XA7' Sfl TMni, RANCH Room Name: Ln/rwN:xrr BA1N BEDRM #2 BEDRM #1 Length (feet in decimal) 1 BA833 5 8.334 10.667 Width 14 14 14 14 Exterior Wall length 50.1667 10 16667 35.334 Ceiling Height 8 8 8 8 Area Loss(UxA) Area Loss(UxA) Area Loss (LI A) Area Loss{UxA) Area Loss(Ll Area Loss(L)XA) Area Loss(UXA) Area Loss (IJ A) Area Loss(UxA) Windows (Uvalue) 0.38 6L2 23.3 0.0 15.3 5.8 30.6 11.6 00 0.0 0.0EEI 0.0EEE� 00 0.33 O.0 Do 0.0 D.0 0.0 0-0 0 0 0.0 0.0 0 Doors (U value) 0149 0.0 0.0 EE�0.0 EEEI 0.0 0.0 00 0.0 0.0 0.0 0358 ` - 22 7.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 Ext Walls (U value) 0055 3181336 175 80 44 118036 65 252072 139 0 00 0 00 0 0.0 0 0.0 0 0.0 0 �3169336 -'-`. D.0 80 D.0 318036 , ". `09 �25Z072 ...... - 0.0 ` ' 0 -'r00 .; 0 ,� .0.0 .� • �0 - .;."0-0 0 0.0 �i0 .0.0 Floors [U value) 0.049 253.1662 12.4 70 3A 116.676 5.7 149.338 73 0 0-0 0 0.0 0 0-0 0 0.0 0 0.0 0 253.1662 ° 0.0 70 ,. ID-0 116676 00 :149.338 00 '; '0 'bO ' 0 00 .0 0.0 '0 0.0 0 `0.0 Ceiling (Uvalue) 0.033 2531662 8.4 70 23 116,676 39 149.338 4.9 0 0 0 0 a 0 0.0 0 0.0 0 0.0 0 '2531662 0.0 70 00 116.676 '' 00 149338 ',. 00 0 00 ` 0 00 0 0.0 0 0.0 0 0.0 Infiltration Volume Volume Volume Volume Volume Volume Volume Volume Volume 0.016 2025.3296 32 560 9 933AC8 15 1194.704 19 0 0 0 0 0 0 0 0 0 0 Total (U x A) 102 19 37 57 0 0 0 0 0 Design Temp 68 Heat Loss (UxAx1j 7614 1429 2753 4253 a 0 0 0 0 Electric (25ow us PLF) 10 2 4 6 0 0 0 0 0 Hot Water (550 BTU's PLF) 16 3 6 9 0 0 0 0 0 0-39 0 330-00 . WindowArea 1480 00 00 Floor Area 590 Total BTU Loss 16049 0350 000 DoorArea 00 '30.0 0.0 .Ceiling Area 590 Wall Area (lstfl+cfg penm) 898.0 , . ResCheck Information o 2 q^� O O '"MST ax>�^� Z X z°w o yZC) ,P..oQ3 U U �+ W z 5 a is T O�� 0 FU V THESE DRAWINGS HAVE BEEN PREPARED BY (-glencoix.com) GLENCO. INC. COPYRIGHT ©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED W1THOUT THE WRITTEN PERMISSION OF Legacy Custom Modulor Homes, LLC.. co 0 Z w O U) K D_ (y w C CO 0 U m PFS Corporation Northeast Region APPROVED H Raup - 3 7/11/11 APP-Val limited to Factory Built Portion state FILE: ���Sti "tSs9C o� DAVID E. 9G BILLINC,SLEY SO.FT.: STATE: TYPE` CIVIL � No. 47769 MODEL DRAWING: TYPICAL HEAT NA l �G LOSS CALCULATIONS SHEET: 1 O F 06/29/11 A.usrurncr r ruc namc. Room Name: BEER00h11 LNtJG R06td 13ATH1 KTCHEN BE{RODM4 BA1N2 �Fd0CNd3 Length (tEet in dec im a) 155417 24.d563 8.75 9 8333 17.4583 6.375 22.5417 Width 12 fit - T24 12 nA167 12 1ITZ 12 17.3333 Extedor Wall length - 27.5417 38.4563 20.75 21.8333 58.9583 6.375Ceiling Heigtt B 8 8 8 8 8 8 Area Loss (UxA Area Loss (UXA Area Loss (UxA) Area Loss (UXA Area Loss (UxA Area Loss (UxA' Area Loss (UxA) Area Loss (UxA; Area Lass (UXA Windows (U value) 0.38 30.6 11.6 d5.4 - 17.4 153 5.8 8 3.0 30.6 11.6 8 30 d5.9 17.4 O.0 45.9 17.4 0.33 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 Doors (U value) 0.0 0.0 0.0 0-0 0.0 0.0 0 0 0.0 0.fi4 11.28 00 00 21.8 61 00 0.0 0.0 19.5 5.5 0.0 0.0 0.0 0 Ext Walls (U value) D.055 489.7336 10.4 223.9664 423 176.7 9.7 i58 8.7 140.7333 7.7 147.fi664 ': 8.1 425.7654 234 51 2.0 500.7664 '50D.7664 20.5 -'D `189.733� 00.,. 2239664:� 00 17&7 0.0 .... 158 °...�� 00 �`1407336'.. 00 t47.1£6d -00 �425.7664 `0.0 "'S1"'-00 00 Floors (U value) 0049 186.5004 9.1 293A996 14A 144 7.1 105 5.1 113OD04 5.5 117.9906 58 302,609951 14.8 76.5 3.7 390.722049 19.1 -186.50e 0.0 2934996 , DO 144 00 105 0.0 1130004 00 117.9996 00 302609951 0-0 765 00 390.722049 ; 0.0 Ceiling (U value) 0.033 186.5004 &2 293.4996 9.7 144 ILB 105 35 113.0004 3 7 117-DM 3.9 302.609951 10 0 76-5 2.5 390,722049 129 ..:.. ...d 186.509 .. ..0.0 293-4996 0.0 144 0.0 105 .. 00 1130004 `.. 0.0 1IT99M 00 302609951 00 765 0.0 390.722049 0.0 Infiltration Volume Volume Volume Volume Volume Volume Volume Volume Volume 0.016 1492.0032 24 2347.9968 38 1152 18 840 13 904.0032 14 9439968 15 2420.87961 39 612 10 3125.77639 50 Total (U X A) 61 97 46 34 43 41 104 19 127 Design Temp 83 Heat Loss (UxAxT) 5590 8902 4179 3084 3935 3777 9532 1723 11598 Electric (250 Watts PLF) 8 12 6 4 6 5 13 3 15 Hot Wate r(550 BTU's PLF) 12 18 9 7 8 8 20 4 24 Wall Area (lstIT+clgPeiim.) 16680 ResCheck Information PFS Corporation Northeast Region APPROVED H Raup - 3 7111111 Approval limited to Factory Built Portion state approval stompe ��P��N �F Mgss9c DAVID E. yG BILL.INGSLEY CIVIL C, No. 47769 0 ;� O10 O NV d r V Q o-xiuJ^M� a0--z a < Cd so zx o?oa> Nwa"3 U -+ §\` o t� o Ors 0 U H U THESE DRAWNGS HAVE BEEN PREPARED BY (_ glencona.com) GLENW, INC. THIS DOCUMENT AND THE SUBJECT NATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF Legacy Custom Modular Homes, LLC.* FILE: SQ.FT.: STATE: TYPE: MODEL: DRAWING: TYPICAL HEAT LOSS CALCULATIONS SHEET: � O /1 9/11 Customer! File Name: TYPICAL zrfi z40'rwo STORY Room Name: (lstnoor) DININGRM KITCHEN i2BATH LRONGRDGtA FAMILYRM Length (feet in decimali 138333 145417 5.9167 25Wirth 13.75 13.75 4.75 �EAKAREA 5 13.75 13 75 Exterior Wall length 38 677 14.5417 0 75 280208 29.4792 Ceiling Height 8 8 8 8 8 Area La ss(UxA) Area Loss(UxA) Area Loss(UxA) Area Loss(UxA) Area Loss(UxA) Area Loss(UxAI Area Loss(UxA) Area Loss(UxA. Windows (Uvalue) 0.38 39.9 152 8 3.0 0.0 30.6 11.6 30.6 11.6 30.fi 71.6 0.0 0.0 0.33 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 Doors (U value) 0.149 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 028 0.0 0.0 EEEI 0.0 0.0 21.8 GA 40 11.2 0.0 D-0 0-33 ExtWalls [U value) 0.055 1642664 10.1 108 3336 6 0 0 0 0 204.4 112 171.7664 9 4 1652336 9.1 0 0.0 0 0.0 0 184.2664 00 108.3336 00 0 0.0 204.4 00 171.7664 0.0 165.2336 0.0 D 0.0 0 0.0 Floors (U value) 0.049 190207875 9.3 199.948375 9.6 28.104325 14 15184375 7-8 1962235 9.6 2162765 10.6 0 - 0.0 0 00 0 190.207875. ' 0.0 199.948375 0.0 28.104325 00 159.84375 0.0 196.2235 0.0 216.2765 0.0 0 0.0 0 - 0.0 Ceiling (Uvalue) 0 190.207875 0.0 199.946375 0.0 28.104325 00 159.84375 O.0 196.2235 0.0 2162765 0.0 0 0.0 0 00 '0 190.207875 - "0.0 199.948375 00 28.104325 --.0.0 159.8437S ;00 ': 1962235 ". 0.0 2162765 -0.0 0 0.0 0 -0.0 Infiltration Volume Volume Volume Volume Volume Volume Volume Volume 0.016 1521.663 24 1599.587 26 224.8346 4 1278.75 20 1569.788 25 1730.212 28 0 0 0 0 Total (U x A) 59 44 5 51 62 70 0 0 Design Temp a3 Heat Loss (UxAxT) 6383 4053 454 4671 5662 6409 0 0 Electric (250 watts PLF) 7 6 i 7 8 9 0 P. 0 Hot Water (550 BTU's PLF) 11 9 1 10 12 13 0 0.38 SIM 0_D0 .Window Area --1400 =00 - -00 .: Floor Area -:.991 ..`.Total BTU Loss 26623 0.149 0.280 0.33 Door Area Go 62 0 00 Ceiling Area 9?1 Wall Area (istfir +cfg Perim) 12380 ResCheck Information Customer/ File Name: Room Name: (2nd Tioor) MSTREATH BATH BEDROOM STUDY BEDROOM STORAGE Lenqth (feet m decimal? 8.2084 6.9167 11.625 12.2604 10.0208 7.7292 Widh N13.25 1375 13.75 13.75 13.75 13.75 13.75 Exterior Wall length 21.9584 20.6667 25.375 36.9896 23.7708 23.4792 eifing Height 8 8 8 8 8 8 Area Loss(UxA) - Area Loss(UxA Area Loss(UxA) Area Loss(Ux.A) Area Loss (UxA.I Area Loss(UxA) Area Loss Al Windows (U value) 0.38 30.6 11.6 8 3.0 0.0 15.3 5.8 30.8 11.7 15.3 58 0.0 0.33 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 Doors (U value) 0.149 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.358 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 Ext Walls (U value) 0.D55 185.4 10.2 167.6672 92 165.3336 �.a 91 187.7 10.3 265.1168 146 174.8664 , - 96 18T8336 A 0 185.4 0.0 '167.6672 0.0 '.165,3336 : 0.0 187.7 00 `;2651168 .. 00 174MU 0.0 �187.8336 a10.3 0.0 Floors (U value) 0 182.1875 0.0 112.8655 0.0 95.104625 0.0 159.84375 0.0 168.5805 0.0 137.786 0.0 106.2765 0.0 _0 182,1875 0.0 112,8655 0.0 95.104625 0.0 159.84375 0.0 ` 1685805 0.0 137.786 0.0 ''106.2765 0.0 Ceiling (U value) 0.033 182.1875 6.0 112.8655 3.7 95.104625 &1 159.64375 5.3 1685805 5.6 137.786 4.5 106.2765 a5 182.1875 0.0 112.8655 0.0 95.104625 00 159.84375 0.0 168.5805 00 137,786 0.0 106.2765 0.0 Infiltration Volume Volume Volume Volume Volume Volume Volume 0.016 1457.5 23 902.924 14 760.837 12 1278.75 20 1348.644 22 1102288 18 850.212 14 Total [U x A) 51 30 24 42 53 38 27 Design Temp 83 Heat Loss (UxAxT) 4671 2779 2228 3823 4878 3434 2505 Electric (250wattsPLF) F 7 4 3 5 7 5 4 Hot Water 550 BTUs PLF 10 6 5 8 10 7 6 a 3a >� ttnn Window Area 1000 00 00 FlocrArea'` 3d3 0.149 0 358 0 00 Door Area 00 0.0 0.0 Ceiling Area Wall Area(lst fir+clg perim) 1584.0 ResCheck information PFS Corporation Northeast Region APPROVED H Raup - 3 7/11/11 Approval limited to Factory Built Portion state of A4gssgcti DAVI D E. BILLINGSLEY n U CIVIL No. 47769 A ! S T OOMIGHT ©2111 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Hamel, LLC.' FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: TYPICAL HEAT LOSS CALCULATIONS SHEET: 1 0 06/29/11 DWV SYMBOLS LEGEND SYMBOL DESCF&'WN FIXTURE SYMBOL DRAIN VENT - -- ON SITE ON SITE CONNECTION <09 ON SITE PIPING SIZE OF TRAP INCHES SLOPE INCHES PER FOOT DISTANCE FROM TRAP FEET 1 Y y 5' 1 Y2 4 6' 2 4 8' 3 t 2' 4 16' DVW FITTINGS 1O LONG SWEEP TEE O2 LONG SWEEP ELBOW 0 SANITARY TEE ® CLEAN OUT PLUG O5 LONG SWEEP STREET ELBOW © 45' WYE O7 90' ELBOW ®` VENT TEE 9O PIPE INCREASER 10 DOUBLE SANITARY TEE 11 45' VENT ELBOW 12 P—TRAP 13 DBL LONG SWEEP TEE 14 PIPE REDUCER 15 45' ELBOW 16 DBL WYE VENT DETAIL WATERPROOF 6' MINOR FLANGE � RADON VENT COMPLYING WITH IRC APPENDIX F SHALL 6' ABOVE ANTICIPATED BE INSTALLED WHERE REQUIRED BY LOCAL AUTHORITY SNOW ACCUMULATION ROOF LINE HAVING JURISDICTION TO THE FOLLOWING SPECS: 3 1. THE MANUFACTURER SHALL INSTALL A 3" MIN. VENT PIPE UP TYPICAL THROUGH THE BUILDING FLOORS AT LEAST 2' INTO THE ATTIC SPACE -ADJOINING AND CAPPED BELOW THE ROOF. VENT 2. RADON VENT PIPE SHALL BE ACCESSIBLE FOR FUTURE FAN INSTALLATION THROUGH AN ATTIC OR OTHER AREA OUTSIE THE HABITABLE SPACE. 3. ALL EXPOSED AND VISIBLE INTERIOR RADON VENT PIPES SHALL BE IDENTIFIED WITH AT LEAST ONE LABEL ON EACH FLOOR AND IN ACCESSBILE ATTICS. THE LABEL SHALL READ: "VENT PIPING FOR FUTURE RADON REDUCTION SYSTEM". 4. AN ELECTRICAL CIRCUIT TERMINATED IN AN APPROVED BOX SHALL BE INSTALLED BY THE MANUFACTURER IN THE ATTIC OR OTHER ANTICIPATED LOCATION OF VENT PIPE FANS. O I 3" RADON ® VENT 1 1/2" i`.� 1 1/2" THROUGH \ O ROOF I I g I "I I 1 1/2 I I 1 11 4511 "y/ 1 1/2" 2" I VAN I I 1 1/2" i 1t P-TRAOP 12 '•''VAN @)( I T ROOF H \> \ 11 . 45' I 1 1 /2" O, 1 1/2��� ' 2 P-TRAP „I ® 1 1/212 " 1 1/2" I. �� i I I 8 I 1 � .'� I, I I I `• Q 1Q $ i i i i Ld OPTIONAL 1 1/2"i TUB i 2° � r��/ ®���� i i w DRAIN TO 1 1 1/2-1 i 1 1 /2 I i i� EXTERIOR i N P-TRAP 11 1/2" I\© 13" i ' 1 1/2- 2" I 1 Z:) I� t 2 i WC 1 i I ® W/DRAN O I I I O N I 'KIT 1 1/2" i OI O 1 1/2'� u 3" i 1® TUB SINK I ® I 2 12 i r- 1 1/2 " 1 ' I i y i 2" 1 1 2' 1 k s 3 ' 1 1 /2° r-- �1 0 ' SHWR 15 I I 3 / lO P-TRAP I 0 2" 2,. i i ' Q AIR (2„ OPT)© 1 1/2 P-TRAP O LAV 1 1/2 1 ©�W)nC i GAP P-TRAP 1 I _RUN TO SUMP 2" ,rn \ P-TRAP 3 O I WASHER PPIT OR OTHER 3/4" DIELECTRIC UNION 2"� 12 ' 8 I BOX NON -HAZARDOUS 3/4" T AND P /3n LOCATION RELIEF VALVE 15 PxZ - 12 2" �C�" 3/4" W/ UNTHREADED O 2" PTRAP END TEMP. SENSING I?'j ELEMENT 3/4' W/ UNTHREADED\W� R 1 /3" 6 / 6 TO MAIN EXTEND TkP DRAIN SEWER HOOKUP 2� IOR TO EXTER HOME. 3 \ 1 rJ/ i i' • 2" NOTES: - SEE PAGES 11F-11H FOR PLUMBING NOTES & DETAILS O 2 RADON VENT COMPLYING WITH IRC APPENDIX F SHALL BE INSTALLED WHERE REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. . OPT. DISHWASHER TO MAIN SEWER SYSTEM PFS Corporation Northeast Region APPROVED H Raup-3 7/1I/tt Approval limited to Factory Built Portion stole OF MgssVC, o? DAVID E. t- BILLINGSLEY 1 °v CIVIL � No. 47769 (� Is-Fea�o���� o 0 o^�No o-��r KQe-U .-1 Q'rrn�Q nao,z N0aino zoa3 �wau'3y BEEN COPVG3M9©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Ouslom Modular Homes, LLC.' FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: RANCH DWV SCHEMATIC SHEET: RC I 06/29/11 SUPPLY SYMBOLS LEGEND SYMBOL Oz FIXTURE SYMBOL COLD HOT ON SITE CONNECTION ON SITE PIPING SUPPLY FITTINGS 1O TEE O2 DBL TEE O3 ELL D4 SHUT OFF VALVE ® FLOOR LINE w WC 1LAV 1/2" 1/2" yQ t t ' LAV ; 1/2" O ;O 3/4" l3 -9 1/2%, 3/1 0 T� 1/2" 3/4" DIELECTRIC UNION 3/4" T AND P RELIEF VALVE 3/4" W/ UNTHREADED TEMP. SENSING ELEMENT END WATER HEATER EXTEND T&P DRAIN TO EXTERIOR OF HOME. 1" MAIN SUPPLY SHWR HB 1/2" I OPTIONAL ' I W/H � � 3/4" I KIT SINK 9 1/2" 1/2"I OPTIONAL HOSE Be +n• V/FI oie o r C� C t� C I t DW b, v TD O Q l� J ® 3/4" 1/2" i 1/2" O $ 3/4" r 3 �� 0 LAV 3/4' WC SHWR P ` 3/4^ O 0 Q O 1/2" 1/2' O ��' O 3/4' TO O Q � 3 (NOTES: - SEE PAGES 11F-11H FOR PLUMBING NOTES & DETAILS HB / HB OPTIONAL HOSE BIB l/ PFS Corporation Northeast Region APPROVED H Raup - 3 7/il/il - Approval limited to Factory Built Portion state °pprovol stampe OF Mgss9c DAVID E. yG BILLINGSLEY a � CIVIL � Na.47769 � o� O p Q INN() o_M,�r a'Qa^"U po�'z z��-o �zo¢3 �wa.u'3 U� Q� w= o�� 0 U� 1--1 U THESE DRAWINGS HAVE BEEN PiREPARED BY (wv.glmcooccoml GLENGO, INC. � (COPYRIGHT ©2391 THIS DOCUMENT AND THE `SUBJECT MATTER CONTAINED I HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom McAular Homes, LED," C'3 Z a Trr � W � C/) o 4, m 06/29/11 DWV SYMBOLS LEGEND SYMBOL MSCFI'" 0 FIXTURE SYMBOL DRAIN VENT ---- ON SITE ON SITE CONNECTION ON SITE PIPING SIZE OF TRAP INCHES SLOPE INCHES PER FOOT DISTANCE FROM TRAP FEET 1 Ya X 5' 1 a 6' 2 a 8' 3 Y8 12' 4 Y8 16, DVW FITTINGS 10 LONG SWEEP TEE 2� LONG SWEEP ELBOW O SANITARY TEE ® CLEAN OUT PLUG O5 LONG SWEEP STREET ELBOW © 45' WYE O7 90' ELBOW ® VENT TEE 90 PIPE INCREASER 10 DOUBLE SANITARY TEE 11 45' VENT ELBOW 12 P—TRAP 13 DBL LONG SWEEP TEE 14 PIPE REDUCER 15 45' ELBOW 16 DBL WYE VENT DETAIL WATERPROOF 6' MIN OR FLANGE 6" ABOVE ANTICI DATED SNOW ACCUMULATION - Z ROOF LINE 3 TYPICAL -ADJOINING VENT 1 1 /2'; ( f 3 3" VENT THROUGH ROOF �^ 3" RADON THROUGH ROOF �1 I . 1 1/2" I I 1 1/2"I I I I I I I I I 1 1 /2"I 1 i B P—TRAP I LAV Q 1 1 /2" i P—TRAP 3 O WC ©I A3- 1/2" 2" 3" 1 1/2" i O I I LAV I 3%� f e? 1 1/2"I Q3 i 3" 2" FUTURE VENT 1 1/2" �1�WC BASEMENT MODELS ONLY P—TRAP 0 3'/I I I LAV ' 0 1 1/2" I I P—TRAP '1 1/2" © 3" 3" i KIT SINK 3 TO r I TUB 2" P—TRAP 12 O3 OC 0AJ 1 1/2"P1/2"TRAP DW 3/4' DIELECTRIC UNION �`�` 1 1/2" 1© 2" RELIEF VALVEP I 41. \\O O 3/4' W/ UNTHREADED END TEMP. SENSING W TER HEATER ELEMENT 3/4' W/ UNTHREADE = 3, / 2' EXTEND T&P DRAIN 3• Y ' / �' TO EXTERIOR OF HOME. �© 2" 15 ' J TO MAIN NOTES: SEWER HOOKUP — SEE PAGES 11F-11H FOR PLUMBING NOTES & DETAILS PPS Corporation Northeast Region APPROVED H Raup-3 RADON VENT COMPLYING WITH IRC APPENDIX F SHALL lim BE INSTALLED WHERE REQUIRED BY LOCAL AUTHORITY Approval limited to Factory Built Portion HAVING JURISDICTION TO THE FOLLOWING SPECS: 1. THE MANUFACTURER SHALL INSTALL A 3" MIN. VENT PIPE UP THROUGH THE BUILDING FLOORS AT LEAST 2' INTO THE ATTIC SPACE AND CAPPED BELOW THE ROOF. 2. RADON VENT PIPE SHALL BE ACCESSIBLE FOR FUTURE FAN INSTALLATION THROUGH AN ATTIC OR OTHER AREA OUTSIE THE HABITABLE SPACE. 3. ALL EXPOSED AND MSIBLE INTERIOR RADON VENT PIPES SHALL BE IDENTIFIED WITH AT LEAST ONE LABEL ON EACH FLOOR AND IN ACCESSBILE ATTICS. THE LABEL SHALL READ: "VENT PIPING FOR FUTURE RADON REDUCTION SYSTEM". state opproral stampe 4. AN ELECTRICAL CIRCUIT TERMINATED IN AN APPROMED BOX SHALL BE INSTALLED BY THE MANUFACTURER IN THE ATTIC OR OTHER ANTICIPATED LOCATION OF VENT PIPE FANS. (ti OF M4,9, yc DAVID E. BILLINGSLEY U CIVIL No. 47769 ISTEP��C.�'4Z- 0 :� p-_0_N0 0 N a¢a-7U ¢ �jo�[0z1 ❑� �z N- ZkL' Z0 Nu�iil`'3 3 �u U� r � W x a` U I oa �U THESE DRAWNGS HAVE BEEN PREPARED BY (v gl,nao'mcoom) GLENCO, INC. COPYRIGHT@20111 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED W1THOU1 THE WRITTEN PERMISSION OF "Legacy Custom Modular Homes, U.C.' 0 O Q UJ N Cn o U DO FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: CAPE DWV SCHEMATIC SHEET: 1.1 IRC 06/29/11 SUPPLY SYMBOLS LEGEND SYMBOL Q FIXTURE SYMBOL COLD HOT ON SITE CONNECTION ON SITE PIPING SUPPLY FITTINGS O TEE O2 DBL TEE O3 ELL >4 SHUT OFF VALVE ® FLOOR LINE 3/4" DIELECTRIC UNION 3/4" T AND P RELIEF VALVE 3/4" W/ UNTHREADED TEMP. SENSING END ELEMENT WATER HEATER EXTEND T&P DRAIN TO EXTERIOR OF HOME. HB TUB/ SHWR 3/4»�` 3/4" 1/2" iLAV O I of 1/2" I I m I WC 1/2" of 9 LAV 1/2" 1/2" LAV ; 1/2" 1 3 O L i 3 3/4„ Q . Q 3/4" NOTES: - SEE PAGES 11F-11H FOR PLUMBING NOTES & DETAILS U v 3/4" �\ 3/4" 3/4" 3/4 1" Q1P��C� WC I O I 1/2" Q 11/2" i1/2„ I I I I I I I I , 1 II •4IV4I 1/2" I .1;2 ®� 3/4 3/4" .3/4" J 3/4"O Q KIT SINK HB 1/2„y 1/2" DW 1/2„ — F I Q O� 1/2" 1/2"� 1/2" PFS Corporation Northeast Region APPROVED H Rau ,-3 7/11/11 Approval limited to Factory Built Portion stole �k�OFA4,1 P DAVID E. yG BILLINGSLEY CIVIL No. 47769 9fi�rs7EQ``� 4 o O�� O Q N N U a¢a-U aaM�¢ z a h a�w..>O N W c 3 BEEN COPTRIGHT @ 2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF *Legacy Curt— Modular Homes, L-C.' C/) QD Z U w cf) a L1J w U =N FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: CAPE SUPPLY SCHEMATIC SHEET: 11 06/29/11 VENT DETAIL WATERPROOF DWV SYMBOLS LEGEND 6'MIN OR FLANGE ICIPATED 8YI COL LION FIXTURE SYMBOL DRAIN VENT ---- ON SITE ON SITE CONNECTION Q� ON SITE PIPING SIZE OF TRAP INCHES SLOPE INCHES PER FOOT DISTANCE FROM TRAP FEET 1 Ya Ya 5' 1 s a 6' 2 a 8' 3 12' 4 A 16' DVN FITTINGS 10 LONG SWEEP TEE 20 LONG SWEEP ELBOW 3� SANITARY TEE ® CLEAN OUT PLUG 5� LONG SWEEP STREET ELBOW OO © 45' WYE 90' ELBOW VENT TEE O PIPE INCREASER 1� DOUBLE SANITARY TEE WC 11 45' VENT ELBOW ® 3' 1® P—TRAP 13 DBL LONG SWEEP TEE 14 PIPE REDUCER NB 15 45' ELBOW P-TRAP 16 DBL WYE 6 ABOVE ANT SNOW ACCUMULATION ROOF LINE - z 3 TYPICAL -ADJOINING VENT 7 RID01 Yart b i� r 1WUIW IIOOf 2. 1/2' { 1 3' { 3" i { {1 1/2" { '1 1/2'' i �LAV P 11RAP { { { i� I I s © P' AP { 1/2' � { { O 1 1/2' { O ©1F { 3. 2 { { 1 1/2 I , KIT t SINK W 1/2' I 2. Ile P. rYew a r nn,r — AS 3/4' DIELECT&TERHEATER 3/4' T AN RELIEF VAL 3/4' W/ UNTHREADEDTEMP. SENSING END ELEMENT 3/4' W/ UNTHREADED\-r- — EXTEND T&P DRAIN TO EXTERIOR OF HOME. NOTES: — SEE PAGES 11F-11H FOR PLUMBING NOTES & DETAILS I I I 7 RRIII,ROR aW ROOR� i 13. i { ; r IYM Wxr� I i I { i 3' � CLEAN OUT 3' 10 12' ey 3 •` j . RADON VENT COMPLYING WITH IRC APPENDIX F SHALL BE INSTALLED WHERE REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION TO THE FOLLOWING SPECS: 1. THE MANUFACTURER SHALL INSTALL A 3" MIN. VENT PIPE UP THROUGH THE BUILDING FLOORS AT LEAST 2' INTO THE ATTIC SPACE AND CAPPED BELOW THE ROOF. 2. RADON VENT PIPE SHALL BE ACCESSIBLE FOR FUTURE FAN INSTALLATION THROUGH AN ATTIC OR OTHER AREA OUTSIE THE HABITABLE SPACE. 3. ALL EXPOSED AND VISIBLE INTERIOR RADON VENT PIPES SHALL BE IDENTIFIED WITH AT LEAST ONE LABEL ON EACH FLOOR AND IN ACCESSBILE ATTICS. THE LABEL SHALL READ: "VENT PIPING FOR FUTURE RADON REDUCTION SYSTEM'. 4. AN ELECTRICAL CIRCUIT TERMINATED IN AN APPROMED BOX SHALL BE INSTALLED BY THE MANUFACTURER IN THE ATTIC OR OTHER ANTICIPATED LOCATION OF VENT PIPE FANS. I � i 2.\ 2.� I 3 3' 3" © CLEAN OUT�<, WC 3., 4? \ /U •\ 3:� •`(LVP-1RAP •,\ 3 t 3' \ TO MAIN \ SEWER HOOKUP 3' I/2 " 7T,AP PFS Corporation Northeast Region APPROVED H Raup-3 7/11111 Approval limited to Factory Built Portion state of Mgss9cy p DAVID E. G oBILLINGSLEY U CIVIL C-4 No. 47769 9FGST EQ�O `��� l CQm� O rQrry N�% r :•.] vj : . rn C7 >Rst") :zx IDSSo ¢ NZ o UU .. a { wx$ < 3 O0� �u THEFfE DRAWINGS HAVE BEEN PREPARLID BY (m.glmw:rc.wm) MLENCO. INC. THISS DOCUMENT AND THE SUBJJECT MATTER CONTAINED HERLEIN IS PROPRIETARY AND MAYY NOT BE REPRODUCED Y4ITHOUT THE WRITTEN PERMISSION OF 'Ctegecy Custom Modular Homes. LLC." L S LYi to un LLW u 0n SO>FFT.: WING: TWO STORY WV SCHEMATIC RC 11 D .1 /11 SUPPLY SYMBOLS LEGEND SYMBOL Oz FIXTURE SYMBOL COLD HOT ON SITE CONNECTION 0 ON SITE PIPING 3/4" W/ END NOTES: - SEE PAGES 11F-11H FOR PLUMBING NOTES & DETAILS SUPPLY FITTINGS 0 TEE 0 DBL TEE 9 ELL D4 SHUT OFF VALVE ® FLOOR LINE HB 0 WSHR O TUB/ SHWR Q I I 1/2' I I I I O >O3 PFS Corporation Northeast Region APPROVED H Raup-3 7/11/I1 Approval limited to Factory Built Portion stale approval stompe SH OF AMgSs�C DAVID E. 9G BILLINGSLEY M CIVIL N No. 47769 0, 9�c/SYEP�° O p'o O Q r NNU o-�-_,. aamaa z z �w�-o yzzxu �wa�3 V U w=5 �a 0 O� UN THESE DRAWINGS HAVE BEEN PREPARED BY (—glenconc.com) GLENCO, INC. COPYRIGHT @ 2®11 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF *Legocy Custom Modular Homes, LLG' FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: TWO STORY SUPPLY SCHEMATIC SHEET: 1 1 r 06/29/11 TUB OVERFLOW DRAIN ---. 1 1 /2%;;z:� TUB DRAIN 1 1 /2;,KA TUB/SHOWER 1 1/2" VENT FINISHED FLOOR LINE VENT STANDPI PE-� 18" MIN. 1" 42" MAX. 2" SAN. TEE LONG TURN 2" TRAP FINISHED FLOOR FINISHED FLOOR LINE LINE / 3" VENT FROM DRAIN 1 ST FLOOR THRU ROOF >Z;?LONG TURN ��1/8 BEND / DRAINS TO NON -HAZARDOUS LOCATION CLOTHES WASHER WASHER/WATER HEATER PAN WASHER PAN REOUIRED ONLY WHEN WASHER IS LOCATED ON 2ND STORY 3/4" DISHWASHER DRAIN LOOPED HIGH AND THREADED THRU HOLE IN CABINET SIDE OR 3" MAIN VENT SECURELY FASTENED TO COUNTER & W.C. VENT OR WALL OR AIR GAP DBL. BRANCH VENTS GARBAGE SAN� ,111_�AS REQUIRED DISPOSAL TEE 2" VENT FOR r� a FUTURE BASE- DISH- SAN. MENT FIXTURES WASHER TEE 2" P-TRAP AIR GAP FITTING .FINISHED FLOOR WYE-BRANCH LINE FITTING WATER CLOSET AND MA NJ/ENT KITCHEN SINK/DISHWASHER/DISPOSAL C' MIN OR 6" ABOVE ANTICIPATED SNOW ACCUMULATION VENT EXTENSION - PIPE INCREASER REDUCER (OCCURS MIN 12" BELOW ROOF FROST CLOSURE TRAP SHOWER �1 1/2" VENT .-2" VENT FINISHED FLOOR VANITY 1 1/2" LINE DRAIN SAN. TEE 1 1/2" FINISHED FLOOR TRAP 2" SHOWER DRAIN BATHROOM VANITY SE DRAWINGS HAVE BEEN 1 1 /2" VENT INSTALLATION AND WEATHERPROOFING PER MANUFACTURERS INSTRUCTIONS C0pyR1gff@2®99 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAV NOT BE REPRODUCED 3" VENT WITHOUT THE WRITTEN PERMISSION OF 'Legacy Costom Modular 6" MINIMUM Homes, LLC.' SINK DRAINS AIR GAP SAN. TE% / VENT THRU ROOF DETAIL z FINISHED DISHWASHERDISHWASHER o FLOOR 1 1 /2\�"DRAIN LINE a w LINE 2" TRAP no o can � u U J M ¢] KITCHEN SINK/DISHWASHER DETAIL AN AIR ADMITTANCE VALVE MAY BE USED IF THE FIXTURE DOES NOT DRAIN INTO A VENTED LINE (NOT PERMITTED IN NJ) _\ (NOT PERMITTED IN MA) � A I THE VENT PIPE FROM A FIXTURE DRAIN, EXCEPT WATER CLOSETS CONNECTION TO VENT "D" AND SIMILAR SIPHONIC FIXTURES, SHALL NOT CONNECT BELOW THE TOP WEIR OF THE TRAP. THE VENT PIPE MAY BE CONNECTED AT A LOWER ELEVATION IF THE FOLLOWING ARE MET: — "A" TRAP 1. THE VERTICAL SECTION OF THE DRAIN PIPE SHALL INLET SIZE BE AT LEAST ONE PIPE SIZE LARGER THAN THE TRAP "C" VERTICAL LEG INLET SIZE. 2. THE HORIZONTAL PIPE CONNECTED TO THE TRAP OUTLET SHALL BE AT LEAST TWO PIPE DIAMETERS LONG. 3. THE DEVELOPED LENGTH OF THE TRAP ARM SHALL NOT EXCEED THE VALUES STATED IN THE APPLICABLE PLUMBING CODES. JE A - TRAP SIZE PER ALL APPLICABLE PLUMBING CODES "B" - TRAP ARM LENGTHS: 1 1/4" TRAP - 5'-0" 1 1/2" TRAP - 6'-0" 2" TRAP - 8'-0" 3" TRAP - 12'-0" 4" TRAP - 16'-0" "C" - SIZE IS ONE SIZE LARGE THAN TRAP SIZE "D" - DISTANCE FROM CROWN WEIR AND VENT CONNECTION ACCORDING TO MAX. DISTANCE OF VENT FROM FIXTURE TRAP PFS Corporation Northeast Region APPROVED IN Raup - 3 7/11111 Approval limited to Factory Built Portion state approval stampe OF 4,16 DAVID E. 9G BILLINGSIL 0 CIVIL No. 47769 A IS'T FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: PLUMBING DETAILS SHEET: 2W6 IRC 11 F 2009 RC 06/29/11 \1=1/ A B 3" VENT THRU ROOF 3" DROP TO 1ST FLR TABLE P-2206.7.1 MAXIMUM LENGTH OF TRAP ARM "A" DIA. LENGTH (INCHES) (FEET) 1-1/4 3.5' 1-1/2 5' 2 8 3 10' 4 14' DOUBLE WYE WITH 1/8 BE TO 3' THRU TEE LAVATORY (FIXTURE INSTAL- LATION ON VENT STACK) P-TRAP J FINISH FLOOR LONG TURN TEE WYE — WITH I BEND ALLOWABLE FALL IN TRAP ARM: THE TOTAL FALL IN TRAP ARM DUE TO PIPE SLOPE SHILL NOT EXCEED ONE PIPE DIAMETER, NOR SHALL THE VENT PIPE CONNECTION TO A FIXTURE DRAIN, EXCEPT FOR WATER CLOSETS AIIO SIMILAR FIXTURES, BE BELOW THE WEIR OF THE TRAP, VERTICAL LEG FOR WASTE FIXTURE DRAINS: A VERTICAL LEG ( "B" IN DIAGRAM) MAY BE INSTALLED IN THE TRAP ARM OF A WASTE - FIXTURE DRAIN IN LIEU OF THE USUAL TRAP ARM TO VENT CONNECTION. TYPICAL INSTALLATIONS INCLUDE ISLAND SINKS AND FIXTURES NOT ADJACENT TO A WALL. VERTICAL LEG TRAP ARM INSTALLATIONS SHALL MEET THE FOLLOWING CRITERIA: 1. MINIMUM TRAP DIAMETER SHALL MEET CODES 2. THE DIAMETER OF SECTION "A" SHALL BE EQUAL TO THE DIAMETER OF THE TRAP. 3. THE LENGTH OF SECTION "A" SHALL BE NOT LESS THAN 8" AND IN ACCORDANCE WITH TABLE P-2206.7.1. 4. THE DIAMETER OF SECTION "B" SHALL BE ONE PIPE SIZE LARGER THAN THE DIAMETER OF SECTION :A". 5. THE LENGTH OF SECTION "B" SHALL BE NOT MORE THAN 36 INCHES 6. THE DIAMETER OF SECTION "C" SHALL BE ONE PIPE SIZE LARGER THAN THE DIAMETER OF SECTION 'B". 7. THERE IS NO RESTRICTION ON THE LENGTH OF SECTION "C". 8. BENDS SHALL BE THE DIAMETER OF THE LARGEST CONNECTED SECTION. TUF WYE STANDPIPE HEIGHT WASHER AND TRAP SIZE BOX X Z SAN TE CV WET VENT THRU ONE D.F.U. ONLY P- TRAP WATER CLOSET 1/4 BEND 1/8 BEND (LONG SWEEP OR SHORT SWEEP SEE NOTES) SAN-TEE KITCHEN SINK (OFFSET SAN-TEES WITH BACK-TO- BACK FIXTURES) CONTINUOU WASTE LAVATORY TAIL PIECE FOR (BACK-TO-BACK LAVATORY INSTALLATION) OVER FLOW AND WAE P-TRA TUB/SHOWER OR WHIRLPOC P-TRA OPTION SAN-TEED v CLOSET FLANG 1/4 BEND 1/4 BEND SAN-TEE LONG SWEEP LONG SWEE P-TRAP LONG BEND & 1/4 BEND P-TRAP LONG SWEEP KITCHEN SINK/DISHWASHER/DISPOSAL WATER CLOSETS & MAIN VENT 1/4 BEND LONG TURN WYE WITH LONG TURN DOUBLE 1/4 BEND SEE NOTE 1/8 BEND TEE WYE:,,,q= 1/4 BEND LONG TURN 1/4 BEND SAN-TEE P-TRAP ISLAND VENT (MA ONLY) SAN—TEE KITCHEN SINK CONTINUOU WASTE P—TRAP VERTICAL FIXTURE DRAIN CLEAN OUT VENT THRU ROOF OR CONNECT TO OTHER VENTS VERTICAL FIXTURE VENT 4" GRADE PER FOOT 14" FOOT VENT 2" HORIZ. DRAIN PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Built Portion state approval stampe tt OF MgssgC o� DAVID E. yG BILLINGSLEY 0 CIVIL -4 No. 47769 /ST<rP�����'� NEAREST fl PARTITION, BEEN THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Homes, LLC.' FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: PLUMBING DETAILS SHEET: 11 G /11 PLUMBING NOTES: 1. ALL PLUMBING CONSTRUCTION AND MATERIAL BELOW THE MODULAR FLOOR AND BETWEEN FLOORS IS THE RESPONSIBILITY OF THE BUILDER/CONSTRACTOR AND IS TO BE DONE IN ACCORDANCE W/STATE AND LOCAL CODES. 2. CONCEALED PIPING IN UNHEATED AREAS, INCLUDING OUTSIDE WALLS, SHALL BE PROTECTED AGAINST FREEZING IN PLANT. PIPING SHALL BE KEPT OUT OF UNHEATED AREAS WHERE POSSIBLE. 3. ALL WASTE AND VENT LINES IN MODULES ARE ABS OR PVC PIPE. ALL SUPPLY LINES IN MODULES ARE COPPER, PEX, OR CPVC. 4. PITCH ON HORIZONTAL WASTE LINES IS �" PER FOOT FOR 3" DIAMETER PIPE AND LARGER, J" PER FOOT FOR LESS THAN 3" DIAMETER PIPE. 5. WASTE LINES: INSTALL WYE WITH CLEAN -OUT PRIOR TO EXITING WALL FOR CONNECTION TO DISPOSAL SYSTEM. 4" MINIMUM WASTE LINE TO SEPTIC (BY BUILDER IN FIELD). 6. WASHER SHALL HAVE MINIMUM 2" TRAP. 7. REMOVABLE TRAPS UNDER ALL SINKS TO PROVIDE CLEAN -OUT ACCESS. 8. GARBAGE DISPOSAL MUST HAVE SEPARATE TRAP. DISHWASHER CANNOT DISCHARGE INTO GARBAGE DISPOSAL. 9. KITCHEN SINK SHALL HAVE 2" DRAIN WHEN A GARBAGE DISPOSAL OR DISHWASHER ARE CONNECTED. 10. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE 45' VPYES, LONG SWEEP 90' ELBOWS, LONG SWEEP Y'S, 6TH, 8TH, OR 16TH BENDS, APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. SHORT SWEEPS ARE PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION ON 3" PIPE AND LARGER. 11. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6" ABOVE THE FLOOD LEVEL OF THE HIGHEST FIXTURE IN THAT BRANCH. 12. PVC-DWV PIPE SUPPORTS: AT BRANCHES, CHANGES IN DIRECTION, AND AT THE BASE, EACH FLOOR AND MID STORY (VERTICAL) MAXIMUM EVERY 4'-0" AT THE END OF BRANCHES, AND CHANGE OF DIRECTIONS OR ELEVATION, 13. PIPE PENETRATING FIRE RATED ASSEMBLIES INCLUDING FLOOR/CEILING SHALL BE FIRE STOPPED WHERE REQUIRED BY ALL CODES WITH MATERIAL EQUIVALENT TO CONSTRUCTION THROUGH WHICH IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL, OR USE METAL PIPE FROM A MINIMUM OF ABOVE THE FIRE RATED ASSEMBLY AND DOWN. 14. FIRE STOPPING SHALL BE PROVIDED AND VERIFIED BEFORE IT IS COVERED OR CONCEALED IN THE CONSTRUCTION PROCESS. 15. ANY STRUCTURAL MEMBER SUBJECT TO HOLE DRILLING, CUTTING, OR NOTCHING SHALL COMPLY WITH SECTION 602.6 AND 802.7. IF THE LIMITS ARE EXCEED THE MEMBER SHALL BE LEFT IN A SAFE STRUCTURAL CONDITION BY BEING REINFORCED, REPAIRED, OR REPLACED IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE CODE. 16. FIELD INSTALLED (ON -SITE) PIPING SHALL BE APPROVED BY THE LOCAL BUILDING CODE ENFORCEMENT OFFICER. PIPING SHALL BE FIELD TESTED FOR LEAKS. 17. BrATH TUBS, INCLUDING GARDEN TUBS, HYDRO -MASSAGE, AND HOT TUBS SHALL HAVE A 1 �" MIN OVERFLOW. 18. JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT FLOORS, WALLS, & COUNTERTOPS. 19. EACH FIXTURE SHALL BE INDIVIDUALLY DIRECT OR WET VENTED. 20. EACH DWELLING UNIT SHALL HAVE ONE MAIN 3" STACK FROM BUILDING DRAIN. 21. A''L VENTS THROUGH ROOF TO BE 3" MIN DIAMETER AND SHALL TERMINATE ABOVE THE ROOF. SEE PG 11F - "VENT THRU ROOF DETAIL" FOR REQUIRED EXTENSION ABOVE THE ROOF LINE. 22. BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2" VENT TO BASEMENT STUBBED BELOW THE FIRST FLOOR, THEN CAPPED AND LABELED. BASEMENT VENT MAY BE DELETED WHEN CLOTHES WASHER IS ON THE FIRST OR SECOND FLOOR. 23. ALL TRAP ARMS MUST BE SUPPORTED WITH J" MINIMUM BEARING.(MA ONLY) 24. ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS IN ACCORDANCE WITH APPLICABLE PLUMBING CODES. 25. TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET. MAXIMUM VERTICAL DROP FROM FIXTURE OUTLET TO TRAP WEIR IS 24". 26. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS, CLEANOUTS OR SLIP JOINTS. ACCESSIBLE TRAPS SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEAN OUT OPENING SIZED THE SAME AS THE TRAP. 27. MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE IN ACCORDAN E WITH ALL APPLICABLE PLUMBING CODES. 28. PIPING SHALL BE PROTECTED WITH SHIELD PLATES WHEN PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1 3/4- FROM EDGE OF MEMBER. 29. FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN 10 PIPE DIAMETERS DOWNSTREAM OF STACK BASE AND NOT CONNECT INTO SECOND FLOOR DRAIN STACK. 30. POTABLE WATER SYSTEM SHALL BE DISINFECTED ON SITE BY BUILDER IN ACCORDANCE WITH APPLICABLE STATE PLUMBING CODES. 31. ISLAND FIXTURE VENTING SHALL NOT BE PERMITTED FOR FIXTURES OTHER TH N SINKS AND LAVATURES.. (SEE ISLAND DETAILS). 32. ANTI -SIPHONING DEVICE, VACUUM BREAKERS, AND AIR GAPS: FOR WATER DIS RIBUTION SYSTEMS "PROTECTION OF POTABLE WATER SUPPLY". 32.1. WATER HEATER LOCATED AT OR ON LIVING SPACE LEVEL MUST HAVE A14 ANTI -SIPHONING DEVICE INSTALLED. 32.2, CLOTHES WASHER MUST HAVE AN ANTI -SIPHONING DEVICE INSTALLED (17 NOT BUILT INTO THE APPLIANCE). 33. WATER HAMMER ARRESTORS SHALL BE INSTALLED WHERE QUICK CLOSING VAL S ARE UTILIZED. (I.E. WASHING MACHINES AND DISHWASHERS). 34. AIR ADMITTANCE VALVES MAY BE USED WHERE YOU ARE NOT ABLE TO CONN CT TO A VENTED LINE OR VENT DIRECTLY THROUGH THE ROOF. (NOT PERMITTED IN NJ, MA STATES) 35. PIPE INSTALLED DOWNSTREAM OF THE POINT OF DELIVERY SHALL NOT EXTENE THROUGH ANY TOWNHOUSE UNIT OTHER THAN THE UNIT SERVED BY SUCH PIPING. PFS Corporation Northeast Region APPROVED H Raup-3 7111111 Approval limited to Factory Built Portion state H OF Mgssq�ti o DAVID E. BILLINGSLEY n U CIVIL ch No. 47769 o i <' � q Q - m ..7 d'M7d o0 x azu o NZoxy Awci .� 3 >'; UH w0= o2 a U m COFI 7G5W ©2011 THISS DOCUMENT AND THE SUB,EECT MATTER CONTAINED HEREPM IS PROPRIETARY AND MAY(NOT 8E REPRODUCED W7TTHOUT THE WRITTEN PERMISSION Or 'Leeeocy Custom Modular Homes, LLC.' FILE: STATE TYPE:. [PLUMBING NOTES SHEET, 11 H 9/11 DETAIL-E SEE 12J RIDGE VENT & SHINGL CAPS FIELD INSTALLED SELF SEALING CUSS 'C' OR _\ BETTER FIBERGLASS SHINGLES 1122 OVER 15/ FELT PAPER (MIN) 3-12 I / ON 7/16' W.S.P. OR BETTER FIXED OR FLIP EAVE OVERHANG DEL ALL WIDTHS - ALL PITCHES SEE SEE 12H INSULATION W/ V.B. PER �INDMDUAL RES-CHECK ALUM. DRIP EDGE tx/2x6 MIN. SUBFASCIA W/ ALUM.—/ FASCIA OR CEDAR FASCIA COMPRESSION ` STRIP (CONT.) VENTED SOFFIT ALUM. VINYL, LOG OR CEDAR OPT. 1/8' THERM-O-PLY SIDING, STUCCO, OR T1-11 MARRIAGE WALL SHEATHING (REF. SHT 18B FOR SIDING INSTALLATION INFORMATION) DETAIL- SEE 1211 2X3/2X4 STUDS & 16' O( GRADE TO SILL PER W/ DBL TOP PLATE LOCAL REQUIREMENTS 19/32' MINT & G o O.S.B. OR PLYWOOD TOP OF SILL PLATE (GLUED & NAILED) 2x FLOOR JOIST INSULATION W/ V.B. PER - INDIVIDUAL RES-CHECK --" FLOOR INSULATION MAY BE: 1.) INSTALLED IN THE FACTORY 2.) SHIPPED AND INSTALLED IN THE FIELD j� 3.) PROVIDED AND INSTALLED BY OTHERS FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC DESIGNED BY LICENSED PROFESSIONAL .PER LOCAL CODES AND LOCAL SOIL CONDITIONS CONCRETE FLOOR 2. RIDGE BOARD RD SIZE MUST BE LARGER FACE CUT OF ADJACENT RAFTER) FLIP RAFTER/TRUSS EXTENSIONS OPTIONAL CATHEDRAL CEILING REFERENCE TABLES R802.5.1(1) - R802.5.1(9) FOR TRUSS DESIGNS, SPACING AND SPECIFICATIONS ICE SHIELD CONSISTING OF AT LEAST TWO LAYERS OF UNDERIAYMENT CEMENTED TOGETHER OR A WATERPROOF MEMBRANE SHALL EXTEND FROM THE EAVE'S EDGE TO A POINT 24' INSIDE THE EXTERIOR WALL LINE. 11 `1/7 OR 5/8- DRYWALL -2X CEILING GIRDER (HIGH STRENGTH 1/2' DRYWALL REQUIRED W/ 24' O.C. FRMG)) DETAIL -A J 1/2' DRYWALL SEE 12H DETAIL C - SEE 121 DETAIL B - SEE 5C OPTIONAL FLOOR TRUSS PER APPROVED TRUSS PRIM 7 2X6 MIN PRESSURE TREATED STANDARD PIPE STEEL COLUMN OR CONCRETE FILLE STEEL COLUMN (SIZED BY OTHERS) SEE FOUNDATION PLAN FOR SPACING REBAR MAY BE REQUIRED () NOTE: PENDING SOIL CONDITIONS LOLLY COLUMN/FOOTING ALL BUILDING FOUNDATION AND SUPPORT STRUCTURES 2' MAX. DR. GRAVEL MIN. 4' THICK — SHALL BE PROTECTED FROM FROST ACCORDING TO COMPACTED AND LEVELED OFF SECTION R403.1.4.1 OF THE APPLICABLE VERSION (ON PREVIOUSLY UNDISTURBED SOIL) OF THE RESIDENTIAL CODE OR APPLICABLE STATE CODE. DETAIL-B TYP. RANCH SECTION SEE 721 GRADE TO SILL PER LOCAL REQUIREMENTS rr TOP OF SILL PLATE C -1 ICI .!I 1 Ilel 19/37 MIN T & G O.S.B. OR PLYWOOD (GLUED & NAILED) fly 2x FLOOR JOIST INSULATION W/ V.B. PER 2x LEDGER OR INDIVIDUAL RES-CHECK JOIST HANGERS FLOOR INSULATION MAY BE: 1.) INSTALLED IN THE FACTORY 2.) SHIPPED AND INSTALLED IN THE FIELD 3.) PROVIDED AND INSTALLED BY OTHERS SUPPORT PIER DETAIL-C SEE 121 6 MIL VAPOR BARRIER, OVERLAYED 12' AT SEAMS OPTIONAL FLOOR TRUSS PER APPROVED TRUSS PRINT -(4) 2x FLOOR GIRDER BOLTED W[TF z '" 1/2' THRU BOLTS 0 4' O.C. OR � I bo a 3Ar TAGS 032' O.C. U N ON -SITE BY OTHERS _ 2x12 TREATED SILL PLATEII I IE I IE PIER FOOTING CRAWL SPACE NL ALL BUILDING FOUNDATION AND SUPPORT STRUCTURES SHALL BE PROTECTED FROM FROST ACCORDING TO SECTION R403.1.4.1 OF THE APPLICABLE VERSION OF THE RESIDENTIAL CODE OR APPLICABLE STATE CODE. F MIN AIR SPACE PROVIDED W/BAFFLES 0 EVERY OTHER RAFTER. DBL 2X TOP PLATE STUD GRADE//3 OR BETTER INSULATION W/ V.B. PER INDMDUAL RES-CHECK 7/16' OSB OR 1/2' PLYWOOD SHEATHING 2X4/2X6 SPF STUD GR OR BETTER 0 24' O.C. MAX REFERENCE TABLE R602.3(5) FOR LIMITATIONS EXTERIOR FINISH OVER WATER RESISTIVE BARRIER OVER 7/167 AGENCY RATED SHTG 1/2R DRYWALL rOAM SEAL TAPE OR DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS NIP BAETI HIP DETAIL I.P ROOr DESIGNS YALL BE DONE BN AN NOMa— —Es, GI.COIA 1 11L BE PROADEO ALONG m. APP_O SETS 2X6 MIN PRESSURE TREATED SILL FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC DESIGNED BY LICENSED PROFESSIONAL PER LOCAL CODES AND LOCAL SOIL CONDITIONS ROOF SHEATHING THICKNESS NOTES: I. SEE PAGE 5C FOR FOUNDATION DETAILS 2. SEE PAGE 2 FOR GENERAL NOTES QhryN1-; 3. ALL STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM THE APPROVED CALCULATIONS O^ 4—u a MANUAL. SEE NOTES 10-12 BELOW. aQ. 14 14 4. ALL SHEATHING USED IS AGENCY RATED. o a 5. FOR INSULATION REQUIREMENTS SEE INDIVIDUAL RES-CHECK. Z 94 So a!y 6. MAY BE BUILT AS DUPLEX. COMMON WALLS MUST BE COMPLETED ON -SITE BY Q z O< BUILDER/DEVELOPER. 1 OR 2 HOUR FIRE SEPARATION WALL MUST BE CONTINUOUS FROM wnT BASEMENT FLOOR TO UNDERSIDE OF ROOF SHEATHING, AS PER LOCAL AND STATE CODES. 7. FOUNDATION DRAWINGS AND DETAILS ARE FOR REFERENCE ONLY. 8. FOUNDATIONS MUST BE DESIGNED BY LICENSED LOCAL PROFESSIONAL FAMILIAR WITH SOIL S CONDITIONS PER LOCAL AND STATE CODES. v 9. ALL LIFTING, SETTING, AND FINISH MUST BE COMPLETED BY OTHERS ON -SITE AS PER w x SET -MANUAL AND ALL STATE AND LOCAL CODES. - 10. ROOF SYSTEMS: DESIGN & SPACING OF APPROVED DESIGN MAY VARY DUE TO SNOW LOADS: a REFERENCE THE APPROVED CALCULATIONS MANUAL SECTIONS 8 & 9. 4 F 11. BEAMS, HEADERS & FLOOR/CEILING GIRDERS: STRUCTURAL MEMBER SIZES SHALL BE DERIVE[b o o FROM SECTION 6 OF THE APPROVED CALCULATIONS MANUAL. u 12. EXTERIOR/MATEWALL STUDS & COLUMNS: STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM - SECTION 4 & 5 OF THE APPROVED CALCULATIONS MANUAL. 13. ATTIC VENTING IS ACCOMPLISHED THROUGH A SYSTEM OF SOFFIT/RIDGE VENTS AND IS DETAIILED 14. 15. IN THE QUALITY ASSURANCE MANUAL. INSULATION AND VAPOR BARRIERS TO BE INSTALLED PER CODE THESE DRAWINGS HAVE BEEN PREPARED BY (vwN.glenconc.eom) GLENCO, VAPOR BARRIER SHALL BE INSTALLED ON THE HEATED SIDE OF THE INSULATION. INC. 16. 17. EXPOSED VAPOR BARRIER SHALL BE COVERED WITH CODE COMPLIANT COVERINGS (i.e. DRYWAtLL)C©�99 FRICTION FIT BATT INSULATION SHALL BE INSTALLED AROUND BASEMENT STAIR WELL OPENIMS 1HIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND AND ATTIC STAIR WALLS. 18. "W.S.P." IS AN ABBREVIATION FOR "WOOD STRUCTURAL PANEL". 19. ASPHALT SHINGLES MAY BE USED IF INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 MAY HOT BE REPRODUC D WTHOUT THE WRITTEN SHINGLES CLASSIFIED USING ASTM D 3161 ARE ACCEPTABLE FOR USE IN WIND ZONES LESS THAN 110 MPH . SHINGLE CLASSIFIED USING ASTM D 3161, LegocyRCustoOm Modular CLASS F ARE ACCEPTABLE FOR USE IN ALL CASES WHERE SPECIAL FASTENING IS REQUIRED. Homes, U.C.' 20. SEE RAFTERS CONNECTIONS IN SECTION 8 OF THE CALCULATIONS MANUAL OR PER INDIVIDUALL PLAN SUBMITTAL. 1ERR5 �pg5 .a 401, N 80 VARIES WNEs vMIES SKYLIGHT PPS Corporation FRMG DETAIL Northeast Region APPROVED H Raup-3 7/11/11 APProval limited to Factory Bulk Portion state IN OF A44gssq�y o MID E. G BILLINGSLEY m4 CIVIL -4 No. 47769 A /STEQ�O���Q� ED r m Y U W_ eo w U ED z z a a S In a 5 = U z a a > o F-- U o_oaz�L.i Z Q Wa= wp 4 K 6 K In z0 o U n rn a a a w O �a �o a o o ED _ 000- z Z ¢ w ^ o a � TYPICAL RANCH CROSS SECTION SHEET: n 06/29/11 Ty s SELF SEALING CLASS 'C' OR RIDGE VENT & SHINGLE rrDETAIL-E BETTER FIBERGLASS SHINGLES CAPS FIELD INSTALLED / SEE 12J OVER 151 FELT PAPER (MIN) / ON 7/167 W.S.P. OR BETTER REFERENCE TABLES R802.5.1(1) - (, R802.5.1(9) FOR TRUSS DESIGNS, SPACING AND SPECIFICATIONS 12 FIXED OR FLIP LAVE OVERHANG �3-12 ALL WIDTHS - ALL PITCHES SEE PAGE 12H ALUM. DRIP EDGE (/ COLLAR TIE lz/2.6 MIN. SUBFASCIA W/ ALUM. INSULATION W/ V.B. PER FASCIA OR CEDAR FASCIA INDIVIDUAL RES-CHECK /-/ VENTED SOFFIT DETAIL -SEE 12 ALUM, VINYL, LOG OR CEDAR ___zZZZ:::j SIDING, STUCCO, OR T1-11 - (REF. SHF 1BB FOR SIDING INSTALLATION INFORMATION) DETAIL-B 19/3Y MIN. T & G OPTIONAL FLOOR TRUSS PER - SEE 121 O.S.B. OR PLYWOOD APPROVED TRUSS PRINT a(GLUED & NAILED) (]�( 2. FLOOR JOISTS .I TOP OF SILL PLATE -/ - II -II INSULATION W/ V.B. PER II - INDMDUAL RES-CHECK FLOOR INSULATION MAY BE: IT 1.) INSTALLED IN THE FACTORY 2.) SHIPPED AND INSTALLED IN THE FIELD _ •I •IEIIIJI 3.) PROVIDED AND INSTALLED BY OTHERS GRADE TO SILL PER - LOCAL REQUIREMENTS I IIF ll IIEIIF E EIIEII,I, Ii1 7 MAX. DIA. GRAVEL MIN. 4' THICK- REBAR MAY BE REQUIRED COMPACTED AND LEVELED OFF (PENDING SOIL CONDITIONS) (ON PREVIOUSLY UNDISTURBED SOIL) NOTE: ALL BUILDING FOUNDATION AND SUPPORT STRUCTURES SHALL BE PROTECTED FROM FROST ACCORDING TO SECTION R403.1.4.1 OF THE APPLICABLE VERSION OF THE RESIDENTIAL CODE OR APPLICABLE STATE CODE. CRAWL SPACE - ICE SHIELD CONSISTING OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A WATERPROOF MEMBRANE SHALL EXTEND FROM THE EAVE'S EDGE TO A POINT 24' INSIDE THE EXTERIOR WALL LINE. -1' MIN AIR SPACE PROVIDED W/BAFFLES 0 EVERY OTHER RAFTER. DBL 2X TOP PLATE, STUD GRADE/13 OR BETTER INSULATION W/ V.B. PER INDIVIDUAL RES-CHECK 7/16' OSB OR 1/2' PLYWOOD SHEATHING 2X4/2X6 SPF STUD GR OR BETTER ® 24- O.C. MAX REFERENCE TABLE R602.3(5) FOR LIMITATIONS EXTERIOR FINISH OVER WATER RESISTIVE BARRIER OVER 7/16' AGENCY RATED SHTG 1/2' DRYWALL FOAM SEAL TAPE OR DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS -2X6 MIN PRESSURE TREATED SILL 6 MIL VAPOR BARRIER, \-FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC OVERLAP IT AT SEAMS AND DESIGNED BY LICENSED PROFESSIONAL BE SEALED OR TAPED PER LOCAL CODES AND LOCAL SOIL CONDITIONS NOTES: 1. SEE PAGE 5C FOR FOUNDATION DETAILS 2, SH PAGE 2 FOR GENERAL NOTES 3. ALL STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM THE APPROVED CALCULATIONS MANUAL. SEE NOTES 10-12 BELOW. 4. ALL SHEATHING USED IS AGENCY RATED. 5. FOR INSULATION REQUIREMENTS SEE INDIVIDUAL RES-CHECK. 6. MAY BE BUILT AS DUPLEX. COMMON WALLS MUST BE COMPLETED ON -SITE BY BUILDER/DEVELOPER.1 OR 2 HOUR FIFE SEPARATION WALL MUST BE CONTINUOUS FROM BASEMENT FLOOR TO UNDERSIDE OF ROOF SHEATHING, AS PER LOCAL AND STATE CODES. 7. FOUNDATION DRAWINGS AND DETAILS ARE FOR REFERENCE ONLY. 8. FOUNDATIONS MUST BE DESIGNED BY LICENSED LOCAL PROFESSIONAL FAMILIAR WITH SOIL CONDITIONS PER LOCAL AND STATE CODES. 9. ALL LIFTING, SETTING, AND FINISH MUST BE COMPLETED BY OTHERS ON -SITE AS PER SET -MANUAL AND ALL STATE AND LOCAL CODES, 10. ROtDF SYSTEMS: DESIGN & SPACING OF APPROVED DESIGN MAY VARY DUE TO SNOW LOADS. REFERENCE THE APPROVED CALCULATIONS MANUAL SECTIONS 8 & 9. 11. BEAMS, HEADERS & FLOOR/CEILING GIRDERS: STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM SECTION 6 OF THE APPROVED CALCULATIONS MANUAL. 12. EXTERIOR/MATEWALL STUDS & COLUMNS: STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM SECTION 4 & 5 OF THE APPROVED CALCULATIONS MANUAL. 13. AT71C VENTING IS ACCOMPLISHED THROUGH A SYSTEM OF SOFFIT/RIDGE VENTS AND IS DETAILED IN THE QUALITY ASSURANCE MANUAL. 14. INSULATION AND VAPOR BARRIERS TO BE INSTALLED PER CODE 15. VAPOR BARRIER SHALL BE INSTALLED ON THE HEATED SIDE OF THE INSULATION. 16. EXPOSED VAPOR BARRIER SHALL BE COVERED WITH CODE COMPLIANT COVERINGS (i.e. DRYWALL). 17. FRICTION FIT BATT INSULATION SHALL BE INSTALLED AROUND BASEMENT STAIR WELL OPENINGS AND ATTIC STAIR WAILLS. 18. "W:S.P." IS AN ABBREVIATION FOR 'WOOD STRUCTURAL PANEL". 19. ASPHALT SHINGLES MAY BE USED IF INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 SHINGLES CLASSIFIED USING ASTM D 3161 ARE ACCEPTABLE FOR USE IN WIND ZONES LESS THAN 110 MPH . SHINGLE CLASSIFIED USING ASTM D 3161, CLASS F ARE ACCEPTABLE FOR USE IN ALL CASES WHERE SPECIAL FASTENING IS REQUIRED. 20. SEE RAFTER CONNECTIONS IN SECTION 8 OF CALCULATIONS MANUAL OR PER INDIVIDUAL PLAN SUBMITTAL. RIDGE VENT & SHINGLE CAPS FIELD INSTALLED REFERENCE TABLES R802.5.10) - R802.5.1(9) FOR TRUSS DESIGNS, SPACING AND SPECIFICATIONS FIXED OR FLIP EAVE OVERHANG ALL WIDTHS -ALL PITCHES SEE 12H ALUM. DRIP EDGE 1r/2.6 MIN. SUBFASCIA W/ ALUM. FASCIA OR CEDAR FASCIA VENTED SOFFIT HORIZONTAL THRUST BEAM CALCULATED PER INDIVIDUAL PLAN ALUM, VINYL, LOG OR CEDAR SIDING, STUCCO, OR T1-11 (REF. SHT 18B FOR SIDING INSTALLATION INFORMATION) DETAIL-B SEE 121 ( TOP OF SILL PLATE- i1 IIII_Irll .• IT GRADE TO SILL PER III I IIEF I - LOCAL REQUIREMENTS BlF111-lit -1 •IEIIE ICI I'i-11- REBAR MAY BE REQUIRED (PENDING SOIL CONDITIONS) NOTE ALL BUILDING FOUNDATION AND SUPPORT STRUCTURES SHALL BE PROTECTED FROM FROST ACCORDING TO SECTION R403.1AI OF THE. APPLICABLE VERSION OF THE RESIDENTIAL CODE OR APPLICABLE STATE CODE. HIP DETAIL HP ROOF DESIGNS MILL BE DONE ON AN NDMDU BASE& CMCD 0T WU BE PROVIDED MONO MOH APPROVAL SM JTERS D» e0 iR Ow i� ,ABES -a VAfiES SKYLIGHT FRMG DETAIL 12 3-12 INSULATION W/ V.B PER INDIVIDUAL RES-CHECK DETAIL -A SEE 12H 19/32' MIN. T & G OPTIONAL FLOOR TRUSS PER O.S.B. OR PLYWOOD APPROVED TRUSS PRINT (GLUED & HAILED) P. FLOOR JOISTS z INSULATION W/ V.B. PER E� INDIVIDUAL RES-CHECK co 8 E�iT FLOOR INSULATION MAY BE: 1.) INSTALLED IN THE FACTORY - 1 2.) SHIPPED AND INSTALLED IN THE FIELD 1 3.) PROVIDED AND INSTALLED BY OTHERS _ _ I Ell ,LIE II 2' MAX. DA. GRAVEL MIN. C THICK T� Ll- COMPACTED AND LEVELED OFF (ON PREVIOUSLY UNDISTURBED SOIL) nui II 6 NIL VAPOR BARRIER, OVERLAP 12' AT SEAMS AND BE SEALED OR TAPED CRAWL SPACE ROOF SHEATHING THICKNESS o :� SELF SEALING CLASS 'C' OR C-10 O QO - M '- r BETTER FIBERGLASS SHINGLES nt Q v -» U OVER 151 FELT PAPER (MIN) .a a v ui11 U ON 7/16' W.S.P. OR BETTER 0 Q o o z a �zZiCO O �nii 3 ICE SHIELD CONSISTING OF AT LEAST TWO �' 3 LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A WATERPROOF MEMBRANE SHALL EXTEND FROM THE EAVES EDGE TO A POINT 247 INSIDE THE >' U EXTERIOR WALL LINE. -' a�9 V5 0.s5 �1' MIN AIR SPACE PROVIDED W/BAFFLES a ® EVERY OTHER RAFTER. T-DBL 2X TOP PLATE, STUD GRADE/13 OR BETTER Z po V INSULATION W/ V.B. PER INDIVIDUAL RES-CHECK 7/167 OSB OR 1/Y PLYWOOD SHEATHING �2X4/2X6 SPF STUD GR OR BETTER 0 24' O.C. MAX THFESE DRAWINGS HAVE BEEN PREPAARED BY (-.j,r.inc.com) - REFERENCE TABLE R602.3(5) FOR LIMITATIONS (GLENCO, [Me EXTERIOR FINISH OVER WATER RESISTIVE \ BARRIER OVER 7/16' AGENCY RATED SHTG 71F75 DOCUMENT AND THE 1/Y DRYWALL SUBJJECT MATTER CONTAINED FOAM SEAL TAPE OR DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT, WALLS HEREEIN IS PROPRIETARY AND MAINOT BE REPRODUCED WMTHOTHE WRITTEN MIN PRESSURE TREATED SILL PERMISSION OF 'CEegecy Custom MOEDlOf �2X6 Homes, I. C.' = FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC - DESIGNED BY LICENSED PROFESSIONAL - PER LOCAL CODES AND LOCAL SOIL CONDITIONS . 05 t II_I I INN II I w C_� 0 L4J NV7 U m PFS Corporation Northeast Region APPROVED H RaUp-3 7/11/11 Approval limited to Factory Built Portion state opprovol stompe "\ti OF Afgssq�y o MID E. G BILLINGSLEY a 0 CIVIL No. 47769 10 IST FILE:; SO.FTT : STATE{: TYPE - MODS DRAV ANG: TYfPICAL RANCH CftSS SECTION SHEET: 1 2 A 29/11 CE SHIELD CONSISTING OF AT LEAST TWO LAYERS OF UNDERUYMENT CEMENTED TOGETHER OR A WATERPROOF MEMBRANE SHALL EXTEND FROM THE EAME'S EDGE TO A POINT N' INSIDE THE EXTERIOR WALL LINE. SELF SEALING CLASS 'C OR BETTER FIBERGLASS SHINGLES OVER 15/ FELT PAPER (MIN) ON 7/19' W.S.P. OR BETTER 1' MIN AIR SPACE PROVIDED W/64FRES 0 EVERY OTHER RAFTER. FIXED OR FLIP EAVE OVERHANG -' ALL WIDTHS - ALL PITCHES SEE 12H ALUM. DRIP EDGE�� 1x/2x6 MIN. SUBFASCA w/ ALUM. FASCIA OR CEDAR FASCIA VENTED SOFFIT" - ALUM, VIM'L, LOG OR CEDAR SIDING. STUCCO, OR T1-11 (REF. SHT 1BB FOR SIDING INSTALLATION INFORMATION) DETAIL SEE 121 GRADE TO SILL PER LOCAL REOUIREMENTS� k4Tj-T&�imlAw FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC-, DESIGNED BY LICENSED PROFESSIONAL PER LDCAL CODES AND LOCAL SOIL CONDITIONS REBAR MAY BE REQUIRED (PENDING SOIL CONDITIONS) GRADE TO SILL PER LOCAL REQUIREMENTS I TOP OF SILL DETAIL-E RIDGE VENT A SHINGLE SEE 12J CAPS FIELD INSTALLED / OPTOW CATHEDRAL REFERENCE TABLES R802.5.1(1) - RB025.1(9) FOR TRUSS DESIGNS, SPACING AND SPECIFICATIONS CEILING Li , 12 3-T2 DETAIL-D SEE 12J �NSlMT10N W/ V.B. PER NDMDUAL RES-CHECK COMPRESSION STRIP (CONT.) `DETAIL -A SEE 12H OPT. 1/8' THERM-O-PLY MARRIAGE WALL SHEATHING 2X3/2X4 STUDS 0 1B W/ DBL TOP PU - 19/3r MRf T & C O.S.B. OR PLYWOOD (GLUED & NAILED) 2. FLOOR JOIST INSULATION W/ V.B. PER INDIVIDUAL RES-CHECK '- FLOOR INSULATION MAY BE: L) INSTALLED IN THE FACTORY 2.) SHIPPED AND INSTALLED IN THE FIELD 1) PROVIDED AND INSTALLED BY OTHERS (4) 2. FLOOR GIRDER BOLTED W1TH 1/r THRU BOLTS 0 P O.C. OR 3/87 LAGS 032' O.C. ON -SITE BY OTHERS .. CONCRETE ROOF TIE N FRAMING TO ROOF FASTENING: (1) /8 X 3.5' WOOD SCREW AT EACH DORMER RAFTER TO MAIN ROOF RAFTER CONNECTION. CONSTRUCTION OF ROOF VALLEY TO BE COMPLETED ON -SITE. MATERIALS MAY BE SHIP LOOSE BY FACTORY & SITE INSTALLED. RAFTER/TRUSS EXTENSIONS PREFERENCE GVCULATIO14S VANIML SECTION 8 FOR APPROVED TRUSS C DESIGNS, SPACING AND SPECIFICATIONS OR 5/r DRYWALL X. CEILING GIRDER (HIGH STRENGTH 1/r DRYWALL REQUIRED W/ 24' D.C. FRMG) >-1/2' DRYWALL DETAIL-C DETAIL-B SEE 12H SEE 121 IIlII! OPTIONAL FLOOR TRUSS PER APPROVED TRUSS PRINT 7 2X6 MIN PRESSURE TREATED ! 2. LEDGER OR JOIST HANGERS STANDARD PIPE STEEL COLUMN OR CONCRETE FILLE STEEL COLUMN (SIZED BY OTHERS) SEE FOUNDATKN PUN FOR SPACING __ _____________________ .. _,,..,..,. ,.,.,,�.. V E+M LOLLY COLUMN/FOOTING ALL BUILDING FOUNDATION AND SUPPORT STRUCTURES 6 MIL VAPOR BARRIER, SHALL BE PROTECTED FROM FROST ACCORDING TO r MAX, DA. GRAVEL MIN. f THICK OVERLAYED tr AT SEAMS SECTION R403.1A.1 OF THE APPLICABLE VERSION COMPACTED AND LEVELED OFF OF THE RESIDENTIAL CODE OR APPLICABLE STATE CODE. (ON PREVIOUSLY UNDISTURBED SUL) WLW OR WTW RANCH SECTION -'v(I I� /'DETAIL-C 1 I 1 ✓ SEE 121 19/3r MINT & G O.S.B. OR PLYWOOD (GLUED & NAILED) DIIII 2x FLOOR JOIST NSUUTION W/ VB. PER 2. LEDGER OR INDIVIDUAL RES-CHECK JOST HAGERS FLOOR INSULATION MAY BE 1.) INSTALLED IN THE FACTORY 2.) SHIPPED AND INSTALLED IN THE FIELD 3.) PROVIDED AND INSTALLED BY OTHERS jai Ell IFII SUPPORT PIER) MODAL FLOOR TRUSS PER APPROVED TRUSS PRINT LOLLY k-201)2 FLOORGIRDER BOLTED WITH 1/r THRU BOLTS COR3/B' LAGS 032' O.C. ON -SITE BY OTHERS UTED SILL PLATE t , PIER FOOTING CRAWL SPACE NOTE. HDTE: ALL BUILDING fA1W8NRtP'NQMOIAJILtR19 8MU6LBRX82T STRUCTURES SHALL BE PROTUOTOO BIROLROWOS[DACBOROFRDSD ACCORDING TO SECTION R403.SKTIQND 441RCI.4A OF THE APPLICABLE VERSION OF THE RESIDENTIAL CODE OR APPLICABLE STATE CODE. RAFTER FLOOR JOIST NOTES: 1. SEE PAGE 5C FOR FOUNDATION DETAILS 2. SEE PAGE 2 FOR GENERAL NOTES 3. ALL STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM THE APPROVED CALCULATIONS MANUAL. SEE NOTES 10-12 BELOW. 4. ALL SHEATHING USED IS AGENCY RATED. 2X GABLE ENDWALL/PANEL 5. FOR INSULATION REQUIREMENTS SEE INDIVIDUAL RES-CHECK. (SITE NTALLED) 6. MAY BE BUILT AS DUPLEX. COMMON WALLS MUST BE COMPLETED ON -SITE BY BUILDER/DEVELOPER. 1 OR 2 HOUR FIRE SEPARATION WALL MUST BE CONTINUOUS FROM BASEMENT FLOOR TO UNDERSIDE OF ROOF SHEATHING, AS PER LOCAL AND STATE CODES. SELF SEALNG CLASS'C OR BETTER FIBERGLASS SHINGLES 7, FOUNDATION DRAWINGS AND DETAILS ARE FOR REFERENCE ONLY. OVER 151 FELT PAPER (MIN) ON 7/16' W.S.P. OR BETTER 8 FOUNDATIONS MUST BE DESIGNED BY LICENSED LOCAL PROFESSIONAL FAMILIAR WITH 15/ FELT PAPER (MIN) SOIL CONDITIONS PER LOCAL AND STATE CODES. ? 7/1C W.S.P. OR BETTER 9. ALL LIFTING, SETTING, AND FINISH MUST BE COMPLETED BY OTHERS ON -SITE AS PER {' INSULATION W/ V.B. PER SET -MANUAL AND ALL STATE AND LOCAL CODES. INDMDUAL RES-CHECK 10. ROOF SYSTEMS: DESIGN & SPACING OF APPROVED DESIGN MAY VARY DUE TO SNOW 16' MAX GABLE OVERHANG LOADS. REFERENCE THE APPROVED CALCULATIONS MANUAL SECTIONS 8 & 9. 11. BEAMS, HEADERS & FLOOR/CEILING GIRDERS: STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM SECTION 6 OF THE APPROVED CALCULATIONS MANUAL. 12, EXTERIOR/MATEWALL STUDS & COLUMNS: STRUCTURAL MEMBER SIZES SHALL BE 2X6 MRN--' .-{. PRESSURE TREATED 4 SILL , DBL 2X TOP PLATE. STUD GRADE//3 OR BETTER DERIVED FROM SECTION 4 & 5 OF THE APPROVED CALCULATIONS MANUAL. INSULATION W/ V.B PER INDIVIDUAL RES-CHECK 13. ATTIC VENTING IS ACCOMPLISHED THROUGH A SYSTEM OF SOFFIT/RIDGE VENTS AND 7/16' OSB OR 1/r PLYWOOD SHEATHING IS DETAILED IN THE QUALITY ASSURANCE MANUAL. 2X4/2X6 SPIT STUD OR OR BETTER 0 2+' OC IN 14. INSULATION AND VAPOR BARRIERS TO BE INSTALLED PER CODE REFERENCE TABLE R602-(5) FOR LIMITATIONS 15. VAPOR BARRIER SHALL BE INSTALLED ON THE HEATED SIDE OF THE INSULATION. EXTERIOR FINISH OVER WATER RESISTIVE 16. EXPOSED VAPOR BARRIER SHALL BE COVERED WITH CODE COMPLIANT COVERINGS (i.e. BARRIER OVER 7/16' AGENCY RATED SHTC DRYWALL. 1/r OmWu1 17. FRICTION FIT BATT INSULATION SHALL BE INSTALLED AROUND BASEMENT STAIR WELL 'OAM SEAL TAPE OR OIL. CAULKING BEAD OPENINGS AND ATTIC STAIR WALLS. iNTIRE PERIMETER OF EXT. WALLS 18. "W.S.P." IS AN ABBREVIATION FOR "WOOD STRUCTURAL PANEL". 19. ASPHALT SHINGLES MAY BE USED IF INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 SHINGLES CLASSIFIED USING ASTM D 3161 ARE ACCEPTABLE FOR USE IN -cm-WIND ZONES LESS THAN 110 MPH . SHINGLE CLASSIFIED USING ASTM D 3161, CLASS cm F ARE ACCEPTABLE FOR USE IN ALL CASES WHERE SPECIAL FASTENING IS REQUIRED. 20. SEE RAFTER CONNECTION IN SECTION 8 OF THE CALCULATIONS MANUAL OR PER INDIVIDUAL PLAN SUBMITTAL. STEEL SUPPORT COLUMN (SIZED BY OTHERS) SEE FOUNDATION PLAN FOR SPACING •,, Hw MnE IETE FLOOR HIP DETAIL MP RODE 10b WILL BE DONE IXI AN IN- BASES, ULCUUTIOHS WILL BE PROVIDED ALONG WITH APPRWAL SETS 2X6 MIN PRESSURE TREATED SILL FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC DESIGNED BY LICENSED PROFESSIONAL PER LOCAL CODES AND LOCAL SOIL CONDITIONS ROOF SHEATHING THICKNESS -E. 4 � GYP R W VARIES VARIES LI MAIES SKYLIGHT FRMG DETAIL PFS Corporation Northeast Region APPROVED H Raup-3 7111111 Approval limited to Factory Built Portion MOB o � Cm� � Qu-- xP4<4-¢� J o - u M 0 C) O O Z ; zoa3 :C EE. Ua U .QJ 3 O�� 0 U U BEEN C®PYRIGHT©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF Yegacy Custom Modular Homes, LUC.' FILE: ��N OF M9S OAVID E. G BILLINGSLEY SO.FT.: STATE: TYPE: CIVIL -' No.47769 MODEL: f}, DRAWING: L OR T RANCH NAL CROSS SECTION "+. SHEET: 1 n L KJ B 29/ 11 ICE SHIELD CONSISTING OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A WATERPROOF MEMBRANE SHALL EXTEND FROM THE EAVE'S EDGE TO A POINT 24' INSIDE THE EXTERIOR WALL LINE. SELF SEALING CLASS 'C' OR BETTER FIBERGLASS SHINGLES OVER 151 FELT PAPER (MIN) ON 7/167 W.SP. OR BETTER I- MIN AIR SPACE PROVIDED W/BAFFLES 0 EVERY OTHER RAFTER. FIXED OR FLIP EAVE OVERHANG -' ALL WIDTHS - ALL PITCHES SEE 12H ALUM. DRIP EDGE 1x/2x6 MIN. SUBFASCIA W/ ALUM. , FASCIA OR CEDAR FASCIA VENTED SOFFIT" ALUM, VINYL, LOG OR CEDAR S(REF. SHTIDING, STUCCO, OR T1-11 1BB FOR SIDING INSTALLATION INFORMATXN) DETAIL-B SEE 121 GRADE TO SILL PER LOCAL REQUIREMENTS TOP OF SILL PLATE 1 FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC DESIGNED BY LICENSED PROFESSIONAL PER LOCAL CODES AND LOCAL SOIL CONDITIONS"- L HIP DETAIL HP RODE DEB— — BE DONE ON AN D— BASES, CN.CUTAlMJNS 1nLL BE PROVIDED ALONG WDH MPROVK SETS REBAR NAY BE REQUIRED (PENDING SOIL CONDITIONS) RIDGE VENT & SHINGLE SEE 12J CAPS FIELD INSTALLED OPTIONAL CATHEDRAL CEILING -1 '/ REFERENCE TABLES R802.5.1(1) - _\ AN FOR TRUSS DESIGNS, SPACING AND D SPECIFICATIONS 12 3-12 r SEE 12J W/ V.B. PER RES-CHECK STRIP (CONT.) DETAIL -A SEE 12H OPT. 1/8' THERM-O-PLY MARRIAGE WALL SHEATHING 2X3/2X4 STUDS 0 16' W/ DBL TOP A OPTIONAL FLOOR TRUSS PI APPROVED TRUSS PRINT INSULATION W/ V.B. PER INDIVIDUAL RES-CHECK FLOOR INSULATION MAY BE: 1.) INSTALLED IN THE FACTORY 2.) SHIPPED AND 16TALLED IN THE FIELD 3.) PROVIDED AND INSTALLED BY OTHERS (4) 2x FLOOR GIRDER BOLTED WITH 1/2' THRU BOLTS 0 4' O.C. OR 3/9' LAGS 032' O.C. ON -SITE BY OTHERS CONCRETE FLOOR LOLLY COLUMN/FOOTING NOTE - ALL BUILDING FOUNDATION AND SUPPORT STRUCTURES SHALL BE PROTECTED FROM FROST ACCORDING TO SECTION R403.1,4.1 OF THE APPLICABLE VERSION OF THE RESIDENTIAL CODE OR APPLICABLE STATE CODE. : BOARD MUST BE LARGER UT OF ADJACENT RAFTER) RAFTER/TRUSS EXTENSIONS CONSTRUCTION OF ROOF VALLEY TO BE COMPLETED ON -SITE. MATERIALS MAY BE SHIP LOOSE BY FACTORY & SITE INSTALLED. REFERENCE CAL MANUAL SECTION 8 FOR APPROVED TRUSS -DESIGNS.. SPACING AND SPECIFICA NS CEILING GIRDER �I/? OR S/8' DRYWALL (HIGH STRENGTH 1/Y DRYWALL REQUIRED W/ 24' O.C. FRMG) 1/2' DRYWALL SEE 12H 19/32" MIW T & G O.S.B. OR PLYWOOD (GLUED & WAILED) 2. FLOOR JOIST 2x LEDGER OPTIONAL STAIRS OR JOIST HANGERS STANDARD PIPE STEEL COLUMN OR CONCRETE FILLE STEEL COLUMN (SIZED BY OTHERS) SEE FOUNDATION PLAN FOR SPACING 2*MAX. DIA GRAVEL MIN. 4' THICK 6 MIL VAPOR BARRIER, COMPACTED AND LEVELED OFF OVERLAYED It AT SEAMS (ON PREVIOUSLY UNDISTURBED SOIL) BEEN 1 THIS DOCUMENT AND THE DBL 2X TOP PLATE, STUD CRADE/13 OR BETTER SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND INSULATION W/ V.B. PER INDIVIDUAL RES-CHECK MAY NOT BE REPRODUCED THE WRITTEN 7/16' OSB OR 1/1'WITHOUT PLYWOOD SHEATHING PERMISSION OF 2X4/2X6 SPF STUD GR OR BETTER 0 24' O.C. MAX REFERENCE TABLE R602.3(5) FOR LIMITATIONS Legacy Custom Modulor Homes, LLC." __� EXTERIOR FINISH OVER WATER RESISTIVE BARRIER OVER 7/115' AGENCY RATED SHTG 1/2' DRYWALL 2. FLOOR JOIST FOAM SEAL TAPE OR DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS z 2X6 MIN GRADE PRESSURE TREATED SILL = U 0 STEEL J SPACE) COLD N /CRAWL p (SIZED BY OTHERS) SEE FOUNDATION !/ El W PLAN FOR SPACING CONCRETE FLOOR re �- w o o ' _ CA EA J U M m LOLLY TYP. SPLIT LEVEL SECTION NOTES: 1. SEE PAGE 5C FOR FOUNDATION DETAILS 2. SEE PAGE 2 FOR GENERAL NOTES 3. ALL STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM THE APPROVED CALCULATIONS MANUAL. SEE NOTES 10-12 BELOW. 4, ALL SHEATHING USED IS AGENCY RATED. 5. FOR INSULATION REQUIREMENTS SEE INDIVIDUAL RES—CHECK. 6. MAY BE BUILT AS DUPLEX. COMMON WALLS MUST BE COMPLETED ON —SITE BY BUILDER/DEVELOPER. 1 OR 2 HOUR FIRE SEPARATION WALL MUST BE CONTINUOUS FROM BASEMENT FLOOR TO UNDERSIDE OF ROOF SHEATHING, AS PER LOCAL AND STATE CODES. 7. FOUNDATION DRAWINGS AND DETAILS ARE FOR REFERENCE ONLY. 8. FOUNDATIONS MUST BE DESIGNED BY LICENSED LOCAL PROFESSIONAL FAMILIAR WITH SOIL CONDITIONS PER LOCAL AND STATE CODES. VIEBi 9. ALL LIFTING, SETTING, AND FINISH MUST BE COMPLETED BY OTHERS ON —SITE AS PER SET —MANUAL AND ALL STATE AND LOCAL CODES. 10. ROOF SYSTEMS: DESIGN & SPACING OF APPROVED DESIGN MAY VARY DUE TO SNOW LOADS. REFERENCE THE APPROVED CALCULATIONS MANUAL SECTIONS 8 & 9. 11. BEAMS, HEADERS & FLOOR/CEILING GIRDERS: STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM SECTION 6 OF THE APPROVED CALCULATIONS MANUAL. 4R.WD.12. EXTERIOR/MATEWALL STUDS & COLUMNS: STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM SECTION 4 & 5 OF THE APPROVED CALCULATIONS MANUAL. 13. ATTIC VENTING IS ACCOMPLISHED THROUGH A SYSTEM OF SOFFIT/RIDGE VENTS AND IS DETAILED IN THE QUALITY ASSURANCE MANUAL. 14. INSULATION AND VAPOR BARRIERS TO BE INSTALLED PER CODE 15. VAPOR BARRIER SHALL BE INSTALLED ON THE HEATED SIDE OF THE INSULATION. 16, SKYLIGHT EXPOSED VAPOR BARRIER SHALL BE COVERED WITH CODE COMPLIANT COVERINGS (i.e. DRYWALL). 17. FRICTION FIT BATT INSULATION SHALL BE INSTALLED AROUND BASEMENT STAIR WELL OPENINGS AND ATTIC STAIR WALLS. FRMG DETAIL 18, "W.S.P." IS AN ABBREVIATION FOR "WOOD STRUCTURAL PANEL". 19. ASPHALT SHINGLES MAY BE USED IF INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 SHINGLES CLASSIFIED USING ASTM D 3161 ARE ACCEPTABLE FOR USE IN WIND ZONES LESS THAN 110 MPH . SHINGLE CLASSIFIED USING ASTM D 3161, CLASS F ARE ACCEPTABLE FOR USE IN ALL CASES WHERE SPECIAL FASTENING IS REQUIRED. 20. SEE RAFTER CONNECTION IN SECTION 8 OF THE CALCULATIONS MANUAL OR PER INDIVIDUAL PLAN SUBMITTAL. PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory BuHt Portion state opprovcl OF M4Ss9CY o� DAVID E. yG BILLINGSLEY 0 CIVIL � No. 47769 /S'T FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: SPLIT LEVEL CROSS SECTION SHEET: 12B.1 06/29/11 SEE SECTIONS 8 & 9 OF APPROVED CALCS MANUALS FOR TRUSS/RAFTER CONNECTIONS OPTIONAL CATHEDRAL CEILING REFERENCE TABLES R802.5.1(1) - R802.5.1(9) FOR TRUSS DESIGNS, SPACING AND SPECIFICATIONS SELF SEALING CLASS 'C. OR BETTER FIBERGLASS SHINGLES OVER 151 FELT PAPER (MIN) ON 7/15- W.S.P. OR BETTER f MIN AIR SPACE PROVIDED W/BAFFLES 0 EVERT OTHER RAFTER. FIXED OR FLIP NAVE OVERHANG - ALL WIDTHS - ALL PITCHES SEE 12H ALUM, DRIP EDGE Ix/2x6 MIN. SUBFASCIA W/ ALUM. --- FASCIA OR CEDAR FASCIA VENTED SI ALUM, VINYL, LOG OR CEDAR - SIDING, STUCCO, OR TI-11 (REF. SHT 1BB FOR SIDING INSTALLATION INFORMATION) DETAIL -I SEE 121 GRADE TO SILL PER LOCAL REQUIREMENTS TOP OF SILL FOUNDATION WAIL, FOOTINGS, DRAINAGE, ETC-, DESIGNED BY LICENSED PROFESSIONAL PER LOCAL CODES AND LOCAL SOIL CONDITIONS DBL 2. RIDGE BOARD (BOARD SIZE MUST BE LARGER RIDGE VENT & SHINGLE-, HINGLE THAN FACE CUT OF ADJACENT RAFTER) CAPS FIELD INSTALLED DEVIL-E -- '�, SEE 12J 12 FLIP RAFTER/TRUSS EXTENSIONS 3-1z 1 DMDUAL ES -CHECK R KNEEWALL THIS AREA BUILT DOWN ON SITE TO ALLOW SUFFICIENT THE INSTALLATION OF REO'D INSULATION INSULATION W/ V.B. PER INDIVIDUAL ES -CHECK 191 WIN T& G O.S.B. OR PLYWOOD (GLUED & NAILED) 2. CEILING JDIST 4'-0" RWR DECKING SITE INSTALLED THIS AREA 2. CEILING JOIST 1" MIN AIR SPACE PROVIDED W/BAFFLES 0 EVERY OTHER RAFTER. \ INSULATION W/ V.B. DETAIL-O \\` PER -2. CEILING GIRDER 1/7 OR 5/8" DRYWALL (HIGH STRENGTH 1/2' DRYWALL SEE 12J INDIVIDUAL RES-CHECK EOUIRED W 24" O.C. FRMC) DETAIL -A -/"`- COMPRESSION OPT. 1/9. THERM-O-PLY 1/Y DRYWALL SEE 12H STRIP (CONT.) MARRIAGE WALL SHEATHING 2X3/2X4 STIR 0 16' OC W/ DBL TOP PLATE DETAIL-C 19/32' MIN T & G / SEE 121 O.S.B. OR PLYWDOD `` f OPTIONAL BOOR TRUSS PER (CLUED & NAILED) APPROVED TRUSS PRINT 2x FLOOR JOIST INSULATION W/ V.S. PER INDIVIDUAL RES-CHECK , I 2X6 MN PRESSURE TREATED SILL FLOOR INSULATION MAY BE: 2. LEDGER OR JOIST HANGERS - I.) INSTALLED IN THE FACTORY 2.) SHIPPED AND INSTALLED N THE FIELD 3.) PROVIDED AND INSTALLED BY OTHERS (4) 2. FLOOR GIRDER BOLTED WITH 1/Y THRU BOLTS 0 4' O.C. OR 3/8" LACS 03T O.C. ON -SITE BY OTHERS STANDARD PIE STEEL COLUMN OR CONCRETE RLLE STEEL COLUMN (SIZED BY OTHERS) SEE FOUNDATION PUN FOR SPACING CONCRETE FLOOR ICE SHIELD CONSISTING OF AT LEAST TWO LAYERS OF LNOERLAYMENT CEMENTED 70GEIHER OR A WATERPROOF MEMBRANE SHALL EXTEND FROM THE EAVES EDGE TO A POINT 24" INSIDE THE EXTERIOR WALL UNE %�DRL 2X TOP PLATE, STUD GRADE//3 OR BETTER INSULATION W/ V.B. PER INDIVIDUAL ES -CHECK 7/16- OSB OR 1/2" PLYWOOD SHEATHING _-2X4/2X6 SPIT STUD GR OR BETTER 0 24- O.C. MAX REFERENCE TABLE R602.3(5) FOR LIMITATIONS _EXTERIOR FINISH OVER WATER RESISTNE III OVER 7/1E AGENCY RATED SHTG _ 1/7 DRYWALL FOAM SEAL TAPE OR DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS ROOF SHEATHING THICKNESS REBAR MAY BE REQUIRED y LOLLY COLUMN/FOOTING) (PENDING SOIL CONDITIONS) ' 15 ALL BUILDING FOUNDATION AND SUPPORT STRUCTURES 2' MAX. DIAL GRAVEL MIN. 4' THICK6 MIL VAPOR BARRIER, SHALL BE PROTECTED FROM FROST ACCORDING TO COMPACTED AND LEVELED OFF OVERLAYED 12' AT SUMS SECTION R403.1.4.1 OF THE APPLICABLE VERSION (ON PREVIOUSLY UNDISTURBED SOIL) OF THE RESIDENTIAL CODE OR APPLICABLE STATE CODE. TYP. CAPE SECTION GRADE TO SILL ER LOCAL REQUIREMENTS & TOP OF SILL PLATE� 4 19/32' MINT & C O.S.B. OR PLYWOOD (CLUED & NALED) DETAIL-C ``� SEE 121 OPTIONAL FLOOR TRUSS PER APPROVED TRI155 PRINT 2x FLOOR JOIST _1-INSULATION W/ V.B. PER 2x LEDGER OR �(4) 2. BOOR GIRDER BOLTED WITH z_ - INDIVIDUALES-CHECK JOIST HANGERS - 1/7 THRU BOLTS 0 4' O.C. DR U - FLOOR INSULATIONMAY BE 3/8" LACS 032' O.C. II 1.) INSTALLED INTHE FACTORY ON -SITE BY OTHERS 2.) SHIPPED AND INSTALLED IN THE FIELD 2xl2 TREATED SILL PLATE 3.) PROVIDED AND INSTALLED BY OTHERS _ NOTE: SUPPORT PIER PIER FOOTING -II II ALL BUILDING FOUNDATION AND SIIPP09T STRUCTURES I SHALL BE PROTECTED FROM FROST ACCORDING TO - SECTDN R403.1.4.1 OF THE APPLICABLE VERSION OF THE RESIDENTA CODE OR APPLICABLE STATE CODE. CRAWL SPACE MIN PRESSURE TREATED SILL FOUNDATION WAIL, FOOTINGS, DRAINAGE, ETC DESIGNED BY LICENSED PROFESSIONAL PER LOCAL CODES AND LOCAL SOIL CONDITIONS HIP DETAIL HIP ROOF DESIGNS WILL BE DONE ON AN HDMI BASES. CALCDIATON WILL BE PROVIDED ALONG WITH APPR & SETS NOTES: 1. SEE PAGE 5C FOR FOUNDATION DETAILS 2. SEE PAGE 2 FOR GENERAL NOTES 3. ALL STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM THE APPROVED CALCULATIONS MANUAL. SEE NOTES 10-12 BELOW. 4. ALL SHEATHING USED IS AGENCY RATED. 5. FOR INSULATION REQUIREMENTS SEE INDIVIDUAL RES-CHECK. 6. MAY BE BUILT AS DUPLEX. COMMON WALLS MUST BE COMPLETED ON -SITE BY BUILDER/DEVELOPER. 1 OR 2 HOUR FIRE SEPARATION WALL MUST BE CONTINUOUS FROM BASEMENT FLOOR TO UNDERSIDE OF ROOF SHEATHING, AS PER LOCAL AND STATE CODES. 7. FOUNDATION DRAWINGS AND DETAILS ARE FOR REFERENCE ONLY. 8. FOUNDATIONS MUST BE DESIGNED BY LICENSED LOCAL PROFESSIONAL FAMILIAR WITH SOIL CONDITIONS PER LOCAL AND STATE CODES. 9. ALL LIFTING, SETTING, AND FINISH MUST BE COMPLETED BY OTHERS ON -SITE AS PER SET -MANUAL AND ALL STATE AND LOCAL CODES. 10. ROOF SYSTEMS: DESIGN & SPACING OF APPROVED DESIGN MAY VARY DUE TO SNOW LOADS. REFERENCE THE APPROVED CALCULATIONS MANUAL SECTIONS 8 & 9. 11. BEAMS, HEADERS & FLOOR/CEILING GIRDERS: STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM SECTION 6 OF THE APPROVED CALCULATIONS MANUAL. 12. EXTERIOR/MATEWALL STUDS & COLUMNS: STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM SECTION 4 & 5 OF THE APPROVED CALCULATIONS MANUAL, 13. ATTIC VENTING IS ACCOMPLISHED THROUGH A SYSTEM OF SOFFIT/RIDGE VENTS AND IS DETAILED IN THE QUALITY ASSURANCE MANUAL. 14. INSULATION AND VAPOR BARRIERS TO BE INSTALLED PER CODE 15. VAPOR BARRIER SHALL BE INSTALLED ON THE HEATED SIDE OF THE INSULATION. 16. EXPOSED VAPOR BARRIER SHALL BE COVERED WITH CODE COMPLIANT COVERINGS (i.e. DRYWALL). 17. FRICTION FIT BATT INSULATION SHALL BE INSTALLED AROUND BASEMENT STAIR WELL OPENINGS AND ATTIC STAIR WALLS. 18. "W.S.P." IS AN ABBREVIATION FOR "WOOD STRUCTURAL PANEL". 19. ASPHALT SHINGLES MAY BE USED IF INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 SHINGLES CLASSIFIED USING ASTM D 3161 ARE ACCEPTABLE FOR USE IN WIND ZONES LESS THAN 110 MPH . SHINGLE CLASSIFIED USING ASTM D 3161, CLASS F ARE ACCEPTABLE FOR USE IN ALL CASES WHERE SPECIAL FASTENING IS REQUIRED. 20. SEE RAFTER CONNECTIONS IN SECTION 8 OF THE CALCULATIONS MANUAL OR PER INDIVIDUAL PLAN SUBMITTAL. irTERs d BD VARIES VARIES VARIES SKYLIGHT FRMG DETAIL PFS Corporation Northeast Region APPROVED H Raup-3 7/11/II Approval limited to Factory Built Portion state o � N o-",n->, Kdv-"U JaM-d >oaw Ao��z a zo, SO ,zzx , �Zo¢3g3 Nwaw3 U U� Q w W1 xx 5 I� < 3 A O�� 0 U� IH u THESE DRAWINGS HAVE BEEN PREPARED BY ( glencoinc.c=) GLENCO, INC. THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Hanes, LLC.' OFM4 r. DAVID E. yG BILLINGSLEY � v CIVIL ti No. 47769 NAlN /^\ SO.FT.: STATE: TYPE: MODEL: DRAWING: TYPICAL CAPE CROSS SECTION SHEET: 1 2 C 06/29/11 ROOF TRUSS AND RAFTER SPECIFICATIONS MAY BE RIDGE VENT & SHING CAPS FIELD INSTALLEI USED FOR DDRMER ROOF FRAMING - REFERENCE TABLES R802.5.1(1) - R802.5.1(9) FOR TRUSS DESIGNS, SPACING AND SPECIFICATIONS REFERENCE TABLES R802.5.1(1) - OPTIONAL DORMER R802.5.1(9) FOR TRUSS DESIGNS, SPACING AND SPECIFICATIONS DETAIL -A SEE 12G DORMER TRUSS TO ROOF FASTENING: (1) /8 X 3.5- WOOD SCREW AT EACH DORMER RAFTER TO MAIN ROOF RAFTER CONNECTION. STEP FLASHING USE SOLE PLATE TO PERIMETER FASTENING FOR THIS LOCATION FROM - PIGS 121 At 18 THIS LOCATION SEE 12H ALUM. DRIP EDGE 10x6 MIN. SUBFASCIA W/ ALUM. - FASCIA OR CEDAR FASCIA VENTED STEP FLASHING USE SOLE PLATE TO PERIMETER FASTENING FOR THIS LOCATION FROM PGS 121 & 18 THIS LOCATION DETAIL -A SEE 12H 2. CEILING TOE NAIL DORMER TO ROOF SYSTEM W/.131'zi NAILS - (2) PER CAVITY 2X3/2X4 STUDS 0 1G OC W/ DBL TOP PLATE 2x FLOOR JOIST RIDGE BOARD SIZE MUST BE LARGER CE CUT OF ADJACENT RAFTER) DETAIL-E SEE 12J 12 SELF SE UNG COSS 'C' OR BETTER FIBERGLASS SHINGLES OVER 151 FELT PAPER (MIN) ON 7/167 W.S.P. OR BETTER DETAIL -A SEE 12H `t/Y OR 5/8' DRYWALL (HIGH STRENGTH 1/2' DRYWALL IL-D REQUIRED W/ 24- O.C. FRMG) 12.1 INSULATION W/ V.R. PER INDIVIDUAL RES-CHECK 12K 2x FLOOR JOIST TYP. CAPE SECTION W/ OPT SHED DORMER RIDGE VENT It SHINCLI CAPS FIELD INSTALLED REFERENCE TABLES R802.5.111) - R802.5.1(9) FOR TRUSS DESIGNS. SPACING AND SPECIFICATIONS GE BOARD E MUST BE LARGER CUT OF ADJACENT RAFTER) OPT 4 BOX CAPE W/ SHED DORMER SHED DORMER ROOF AVAILABLE AS PANELIZED OR MODULAR DRIP EDGE —1/2r6 MIN. SUBFASCIA W/ ALUM. FASCIA OR CEDAR FASCIA -VENTED SOFFIT -DBL ZX TOP PLATE, STUD GRADE/13 OR BETTER - INSULATION W/ V.B. PER INDIVIDUAL RES-CHECK - 7/16' OSB OR 1/2' PLYWOOD SHFATHING -2X4/2X6 SPF STUD GR OR BETTER 0 24' O.C. MAX REFERENCE TABLE R602.3(5) FOR LIMITATIONS EXTERIOR FINISH OVER WATER RESISTIVE MIER OVER 7/167 AGENCY RATED SHTG 1/2' DRYWALL ALUM. VINYL, LOC OR CEDAR SIDING, STUCCO, OR T1-11 INSULATION W/ V.B. PER INDMDUAL RES-CHECK SELF SEALING CLASS'C OR BETTER FIBERGLASS SHINGLES OVER 151 FELT PAPER (MIN) ON 7/16' W.S.P. OR BETTER DETAIL -A SEE 12H -ALUM. DRIP EDGE 1x/2x6 MIN. SUBFASCIA W/ ALUM. FASCIA OR CEDAR FASCIA VENTED SOFFIT OBL 2X TOP PLATE, STUD CRADE//3 OR BETTER INSULATION W/ V.B. PER INDIVIDUAL RES-CHECK 7/16' OSB OR 1/2' PLYWOOD SHEATHING 2X4/2X6 SPF STUD GR OR BETTER 0 24' O.C. VAX REFERENCE TABLE R502.3(5) FOR LIMITATIONS EXTERIOR FINISH OVER WATER RESISTVE BARRIER OVER 7/167 AGENCY RATED SHTG 1/2' DRYWALL ALUM. VINYL. LOG OR CEDAR SIDING, STUCCO, OR T1-11 INSULATION W/ Vg. PER INDIVIDUAL RES-CHECK DETAIL-G SEE 12K NOTES: I. SEE PAGE SC FOR FOUNDATION DETAILS 2. SEE PAGE 2 FOR GENERAL NOTES 3. ALL STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM THE APPROVED CAALCULATIONS MANUAL. SEE NOTES 10-12 BELOW. 4. ALL SHEATHING USED IS AGENCY RATED. 5. 6. MOAY IBE BUILITO AS DUPILLEX.ECOMMON WALLISDUMUSTT BE COMPLETED ON -SITE Bly BUILDER/DEVELOPER. 1 OR 2 HOUR FIRE SEPARATION WALL MUST BE CONTINIUOUS FROM BASEMENT FLOOR TO UNDERSIDE OF ROOF SHEATHING, AS PER LOCAL AND %TATE CODES. 7. FOUNDATION DRAWINGS AND DETAILS ARE FOR REFERENCE ONLY. 8. FOUNDATIONS MUST BE DESIGNED BY LICENSED LOCAL PROFESSIONAL FAMILIAfR WITH SOIL CONDITIONS PER LOCAL AND STATE CODES. 9. ALL LIFTING, SETTING, AND FINISH MUST BE COMPLETED BY OTHERS ON -SITE -/AS PER SET -MANUAL AND ALL STATE AND LOCAL CODES. 10. ROOF SYSTEMS: DESIGN & SPACING OF APPROVED DESIGN MAY VARY DUE TO) SNOW LOADS. REFERENCE THE 11. BEAMS, HEADERS &FLOOR/CEIILNG CALCULATIONS GIRDERS: STRUCTURAL MEMBER SIZES SHAALL BE DERIVED FROM SECTION 6 OF THE APPROVED CALCULATIONS MANUAL. 12. EXTERIOR/MATEWALL STUDS & COLUMNS: STRUCTURAL MEMBER SIZES SHALL EBE DERIVED FROM SECTION 4 & 5 OF THE APPROVED CALCULATIONS MANUAL. 13. ATTIC VENTING IS ACCOMPLISHED THROUGH A SYSTEM OF SOFFIT/RIDGE VENT$ AND IS DETAILED IN THE QUALITY ASSURANCE MANUAL. 14. INSULATION AND VAPOR BARRIERS TO BE INSTALLED PER CODE 15. VAPOR BARRIER SHALL BE INSTALLED ON THE HEATED SIDE OF THE INSULATIO'+N. 16. EXPOSED VAPOR BARRIER SHALL BE COVERED WITH CODE COMPLIANT COVERINGS (i.e. DRYWALL). 17. FRICTION FIT BATT INSULATION SHALL BE INSTALLED AROUND BASEMENT STAIR; `WELL OPENINGS AND ATTIC STAIR WALLS. 1& "W.S.P." IS AN ABBREVIATION FOR "WOOD STRUCTURAL PANEL". SHINGLES CLASSIFIED USING ASTM D 3161 ARE ACCEPTABLE FOR USE IN WIND 19. ASPHALT SHINGLES MAY BE USED IF INSTALLED IN ACCORDANCE WITH SECTION) IR905.2.6 LESS THAN 110 MPH .SHINGLE CLASSIFIED USING ASTM D 3161, CLASS F ARE 2 9 FOR USE IN CASES WTIE FASTENING IS LE CIAL D. 20. SEE RAFTBER CONNECTION NL SECTION 8 OFFTHEECALCULATIONS MANUAL Q REPEER INDIVIDUAL PLAN SUBMITTAL. N4A SKYLIGHT FRMG DETAIL ROOF SHEATHING THICKNESS 0 ^moo O ¢�N�u a¢a-U .l cLMy¢ ❑°��z za.. 0 yNzk� o�TSu¢3 rWa 3 �W W °z O 0 � u THESE DRAVANGS HAVE BEEN PREPARED BY ( glencoincc'N GLENCO, INC. MMATTER GHT ©2011 UMENT AND THE ATTER CONTAINEDPROPRIETARY ANDBE REPRODUCED THE WRITTENMISSION OFustom Modulares, LLC.' PFS Corporation m Qom Z.Pi�oO Northeast Region Y U APPROVED _ HRaup-3 0" zpz 7/11/I1 x a n < a Approval limited to S J g U Factory Built Portion N o �' o o N o F- p ao nz�i;j Z V) w z = ¢ to K 2oa V Wow Q o r- o mo m ¢ o 0 z OU ik Q LJ _1Stole ODDrOv01 slam n a0 Of 9 a. W Ci' ����H aF Mgssq rDRAWNG: O� DAViD E. CyG BILLINGSLEY CIVIL U � No. 47769 NAL �N 06/29/11 ■■■■ _■�■ -■�■ ■■■ h Sell a ■■■ ■■■ ■ F 9/12 1O DORMER 11• DORMER AM Abi 10, 01 son 1111771111 W JJlj ■■■J ■■■'•. 13 9/12 DORMER /3 12/12 DORMER /4 9/12 DORMER /4 12/12 DORMER � 7 111■111 ■■■ /• DORMER DORMER OPENING HEADERS SEE CALCS YANIIAI SECMN 14 FOR HEADER RECUREMENIS DORMER ROUGH OPENING DETAIL SECTION - OPT. 3 BOX CAPE W/SHED DORMER (3) BOX SHED DORMER CAPE REFERENCE PGS 12B & 12C FOR MATERIAL SPECS ORMER CONNECTION DETAILS UP TO 2442/ HEADER REACTION macaw wnlII'iw,EwiA - LRI a+A.I.H a.s nai N. -1D 1.RSDI Aa aq mDNAIOAWa roDlanWofIAAH. WNE w. - ro WMga N.Y DETAIL -A Y•a w - W I°fiw : is Au asmv an m RE Dla oa>a c IR.oa aia a�ana nrs DETAIL -A oA�n rw oam W SCALE: NTS Hno-Hm Ion na � I DORMER CONNECTION DETAILS OVER 2442/ HEADER REACTION DETAIL-B 9APoR1 fIIUIW Ott A wroI >MWRY�[R a�o[vAA�R - b �d aiq-'l pp� �• �• ..-ITI P6 Noo- HII, oEY.NINDW,RND DETAIL-B >WDI nR �R SCALE: NTS DMLET DDRYER LMW �—...off •v�o.. LHAIET OCRMER EIEVAMMI HIP DETAIL HP ROOF DESIGNS WILL BE DONE ON AN NDMOVAE RISES. GLCU TONS WILL BE PROVIDED AIONG WRH APPROVAL SOTS �S CVP BD VARIES VARIES VARIES SKYLIGHT FRMG DETAIL NOTES: 1. IF THE THIRD PARTY INSPECTOR FINDS CONFLICTING INFORMATION REGARDING FASTENERS FOR ANY TYPE OF CONNECTIONS BETWEEN THE DETAILS IN SECTION 7 AND PAGES 11 AND 11A OF THESE DOCUMENTS, AND TABLE RCO 602.3(1), THEN THE STRICTER SHALL RULE. 2. ROOF SYSTEMS: DESIGN & SPACING OF APPROVED DESIGN MAY VARY DUE TO SNOW LOADS. REFERENCE THE APPROVED CALCULATIONS MANUAL SECTIONS 8 & 9. 3. FLOOR/CEILING GIRDER: STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM SECTION 6 OF THE APPROVED CALCULATIONS MANUAL 4. EXTERIOR/MATEWALL STUDS: STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM SECTION 4 OF THE APPROVED CALCULATIONS MANUAL. PPS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Built Portion stole opprovol slompe " OF M4ssgcy o DAVID E. G BILLINGSLEY 0 CIVIL No. 47769 /Si�'``��`�`� o � 0 �10 0 Q tkQv^U r1aM�Q ✓ 7 O W c Ic' J z liso 0NZOXU N lai.7G�'3 r� U d � W s l a 3 F--1 1. O y O 0 E O --1 U THESE DRAYDNGS HAVE BEEN PREPARED BY ( 9lencoin<.wm) GLENCO• WC. COPYRIGIff ©2®99 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED W1THOUT THE WRITTEN PERMISSION OF •Legocy Custom Modda Homes, LLC.' Cn CE3 Z 0 C/) L li F— i w cn o FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: DORMER DETAILS SHEET: 1 2 r PRE -MANUFACTURED RAFTER PLATE TO BE FASTENED TO ROOF TRUSS OR SOLID BLOCKING BETWEEN TRUSSES !RIDGE BOARD TO BE TOE -NAILED ' RAFTER PLATE (2) .131"x3" NAILS EA. RIDGE BOARD - WALKOUT BAY C1 K I � Z O RIDGE VENT & SHINGU CAPS FIELD INSTALLED REFERENCE TABLES R802.5.1(1) - 12 R802.5.1(9) FOR TRUSS DESIGNS. 3-12 SPACING AND SPECIFICATIONS SELF SELLING CLASS 'C OR BETTER FIBERGLASS SHINGLES OVER 151 FELT PAPER (MIN) ON 7/lr W.S.P. OR BETTER FIXED OR FLIP EAVE OVERMWG DETAIL ALL WIDTHS - ALL PITCHES SEE 1 SEE 12" INSULATION W/ V.B. PER INDMDUAL RES-CHECK ALUM. DRIP EDGES / n (1(1() n lx/2x6 MIN. SUBFASCIA W/ ALUI FASCIA OR CEDAR FASCI VD ALUM, VINYL, LOG OR C SIDING, STUCCO, OR T (REF SHT 188 FOR S INSTALLATION INFORMA CALCS MAN. ALUM. VINYL, LOG OR CE SITING, STUCCO, OR Tl DI S GRADE TO SILL F LOCAL REQUIREYI TOP OF SILL PLATE �-PERIMETER BE FASTENED TO MODULAR PERIMETER W3- LAS O.C. OR01/2" TOSRU BO TS 024G O.C. APPROVED FASTENER FOR POST SECTION @ WALKOUT BAY FOUNDATION WALL, FoonNcs, DNAD DESIGNED BY LCENSED PROFESS101 PER LOCAL CODES AND LOCAL SOU ROOF SHEATHING THICKNESS 2. RIDGE BOARD RO SIZE MUST BE LARGER FACE CUT OF ADJACENT RAFTER) RAFTERITRUSS EXTENSIONS CE SHIELD CONSISTING OF AT LEAST TWO LAYERS OF UME CEMENTED TOGETHER OR A WATERPROOFROOF MEMBRANE ANE SMALL EXTEND FROM THE EAVES EDGE TO A PONT 24' INSIDE UE EXTERIOR WALL LINE. J COMPRESSIONv 1/2' OR 5/r DRYWALL FED SOFFIT STRIP CONT.) ( X2x CEILING GIRDER (HIGH STRENGTH 1/27 DRYWALL - REQUIRED W/ 24- O.C. FRMG) /J`/ `' ' , DETAIL -A- OPT. 1/8' THERM-O-PLY 1/2' DRYWALL SEE 12H > MARRIAGE WALL SHEATHING CAR -11 Q� 2X3/2X4 STUDS 0 Ir W/ DBL TOP PLATE DETAIL-F 19/37 MIN T & G 12K DETAIL -C O.S.B. OR PLYWOOD `SEE OPTIONAL FLOOR TRUSS PER SEE 12J (CLUED & NNLED) APPROVED TRUSS PRINT 2x FLOOR JOIST 2. 0 24' O.C. MAX CEILING JOIST I z2x 0 24' O.C. MAX CEILING JOIST INSULATION W/ V.B. PER 2. LEDGER INDIVIDUAL RES-CHECK OR JOIST HUNGERS 1/2- OR 5/8' DRYWALL (HIGH STRENGTH 1/7 DRYWALL REQUIRED W/ 24- O.C. FRMG) OPT. 1INTHERMEAT PLY _\ MARRIAGE WALL SHEATHINGFATHINC 1/7 DRYWALL AR -11 E 12H 2X3/2X4 STUDS 0 lr OC W/ DBL TOP PLATE R � 9/37 IN T & C DETAIL-C SEE 121 O.S.B. OR PLYWOOD ', OPTIONAL FLOOR TRUSS PER (GLUED & WED) APPROVED TRUSS PRINT 2. FLOOR JOIST II INSULATION W/ VB. PER INOMDUAL RES-CHECK ' 2X6 MIN PRESSURE TREATED SILL •', 1IITI - FLOOR INSULATION MAY BE: 2. LEDGER OR JOIST HANGERS �IIEI 1.) INSTALLED IN THE FACTORY : _TIC 2.) SHIPPED AND INSTALLED IN THE FIELD 1) PROVIDED AND INSTALLED BY OTHERS - (4) 2x FLOOR GIRDER BOLTED WITH I/7 THRU BOLTS 0 4' O.C. OR PIPE STEEL COLUMN OR CONCRETE 3/r LAGS 032' O.C. ON -SITE BY OTHERS FLLE STEEL COLUMN (SIZED BY OTHERS) WE, ETC SEE FOUNDA71ON PLAN FOR SPACING LL [STANDARD CONDITIONS CONCRETE FLOOR V --------------------- REBLLT MAY BE REQUIRED LOLLY COLUNN/FOOTING (PENDING SOIL CONDITIONS) 10T . 6 NIL VAPOR 81RRIER, ALL BUILDING FOUNDATION AND SUPPORT STRUCTURES 7 MAIL. DA GRAVEL MIN. 4' THICK SHALL BE PROTECTED FROM FROST ACCORDING TO COMPACTED AND LCVELED OFF OVERLAYED 17 AT SEAMS SECTION R403.1.4.1 OF THE APPLICABLE VERSION (ON PREVIOUSLY UNDISTURBED SOIL) OF THE RESIDENTIAL CODE OR APPLICABLE STATE CODE. TYP. TWO STORY SECTION GRADE TO SILL LOCAL REWIRE TOP OF SILL PLATE, - SECTION R403.1A.1 OF THE APPLICABLE VERSION OF THE RESIDENTIAL CODE OR APPLICABLE STATE CODE. CRAWL SPACE H' MIN MR SPACE PROVIDED W/BAFFLES 0 EVERY OTIER RAFTER. -OBL 2X TOP PLATE, STUD GRADE/13 OR BETTER - INSULATION W/ V.B. PER INDMDUAL RES-CHECK - 7/Ir OSB OR 1/2- PLYWOOD SHEATHING - 2X4/2X6 SPF STUD CR OR BETTER 0 24- O.C. MAX REFERENCE TABLE R602.3(5) FOR LIMITATIONS -EXTERIOR FINISH OVER WATER RESISTIVE BARRIER OVER 7/19- AGENCY RATED SHTG - 1/7 DRYWALL - DBL 2x FLOOR PERIMETER OR BETTER - DBL 2. CEILING PERIMETER OR BETTER - INSULATION W/ V.B. PER NDMDUAL RES-CHECK -DBL 2X TOP PLATE, STUD GRADE/13 OR BETTER - INSULATION W/ V.B. PER INDMDLML RES-CHECK -7/16' OSB OR 1/2' PLYWOOD SHEATHING -2X4/2X6 SPF STUD GR OR BETTER 0 24- O.C. MAX REFERENCE TABLE R602.3(5) FOR LIMITATIONS EXTERIOR FINISH OVER WATER RESISTIVE BARRIER OVER 7/16' AGENCY RATED SHTG - 1/7 DRYWALL -FOAM SEAL TAPE OR DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS i GRADE HIP RIME MIN PRESSURE TREATED SILL NOTES: 1. SEE PAGE 5C FOR FOUNDATION DETAILS 2. SEE PAGE 2 FOR GENERAL NOTES 3. ALL STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM THE APPROVED CALCULATIONS MANUAL. SEE NOTES 10-12 BELOW. 4. ALL SHEATHING USED IS AGENCY RATED. 5. FOR INSULATION REQUIREMENTS SEE INDIVIDUAL RES-CHECK. 6. MAY BE BUILT AS DUPLEX. COMMON WALLS MUST BE COMPLETED ON -SITE BY BUILDER/DEVELOPER. 1 OR 2 HOUR FIRE SEPARATION WALL MUST BE CONTINUOUS FROM BASEMENT FLOOR TO UNDERSIDE OF ROOF SHEATHING, AS PER LOCAL AND STATE CODES. 7. FOUNDATION DRAWINGS AND DETAILS ARE FOR REFERENCE ONLY. 8. FOUNDATIONS MUST BE DESIGNED BY LICENSED LOCAL PROFESSIONAL FAMILIAR WITH SOIL CONDITIONS PER LOCAL AND STATE CODES. 9. ALL LIFTING, SETTING, AND FINISH MUST BE COMPLETED BY OTHERS ON -SITE AS PER SET -MANUAL AND ALL STATE AND LOCAL CODES. 10. ROOF SYSTEMS: DESIGN & SPACING OF APPROVED DESIGN MAY VARY DUE TO SNOW LOADS. REFERENCE THE APPROVED CALCULATIONS MANUAL SECTIONS 8 & 9. 11. BEAMS, HEADERS & FLOOR/CEILING GIRDERS: STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM SECTION 6 OF THE APPROVED CALCULATIONS MANUAL. 12. EXTERIOR/MATEWALL STUDS & COLUMNS: STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM SECTION 4 & 5 OF THE APPROVED CALCULATIONS MANUAL. 13. ATTIC VENTING IS ACCOMPLISHED THROUGH A SYSTEM OF SOFFIT/RIDGE VENTS AND IS DETAILED IN THE QUALITY ASSURANCE MANUAL. 14. INSULATION AND VAPOR BARRIERS TO BE INSTALLED PER CODE 15. VAPOR BARRIER SHALL BE INSTALLED ON THE HEATED SIDE OF THE INSULATION. 16. EXPOSED VAPOR BARRIER SHALL BE COVERED WITH CODE COMPLIANT COVERINGS (i.e. DRYWALL). 17. FRICTION FIT BATT INSULATION SHALL BE INSTALLED AROUND BASEMENT STAIR WELL OPENINGS AND ATTIC STAIR WALLS. 18. "W.S.P." IS AN ABBREVIATION FOR "WOOD STRUCTURAL PANEL'. 19. ASPHALT SHINGLES MAY BE USED IF INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 SHINGLES CLASSIFIED USING ASTM D 3161 ARE ACCEPTABLE FOR USE IN WIND ZONES LESS THAN 110 MPH . SHINGLE CLASSIFIED USING ASTM D 3161, CLASS F ARE ACCEPTABLE FOR USE IN ALL CASES WHERE SPECIAL FASTENING IS REQUIRED. 20. SEE RAFTER CONNECTIONS IN SECTION 8 OF THE CALCULATIONS MANUAL OR PER INDIVIDUAL PLAN SUBMITTAL HIP DETAIL HIP RODE DESIEM WILL K DONE ON AN M- -Es GILRAT WILL eE PNONDED ALDND -H AP11 SETS SKYLIGHT FRMG DETAIL FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC DESIGNED BY LICENSED PROFESSIONAL PER LOCAL CODES AND LOCAL SOIL CONDITIONS 40>1 PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Built Portion slate HOFMAS FBI.NG E. BILLINGSLEY 69 N,9FG/ST 4 0, 4 o � a Up C ^�>. a Q a U .3 O.M7Q y>��� o C) a ¢ 0 Ili �-Zky �u`JJa�,E`3 u U� W °z E Oy U u THESE DRAWINGS HAVE BEEN C®P17RIGW @ 2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WTHOUT THE WRITTEN PERMISSION OF "Leggy Custom Modular Homes, LLC.' FT.: TWO STORY CROSS SECTION SHEET: ^ n r 9/ 11 HIP DETAIL NP ROOF OCSK:NS MLL BE DICK W AN MDMDUAL BASES. MC AATgNS MILL BE PROADE. ALa. WITH APPRO SEES sue' �y -t5 A. arP Do MARIfS _,CS, vARIEs SKYLIGHT FRMG DETAIL ROOF SHEATHING THICKNESS REFERENCE TABLES RBO I(1) - R802.5.1(9) FOR TRUSS K%Ii5, SPAOK AND S'ECFKAIpS OPIOML CATNEO`L SELF SMUG OAS 'C OR BETTER FIBERGLASS TUMES MAR 151 FELT PAPER (MM) OR 1/16' rSP. OR BETTER FDED DR FLIP EWE MRIM ALL WIR S - ME POC SEE 12H RUN. DRIP EDGE IK/m MM wxsc'R v/ ALUM. FAY` M CEDAR FASCIA ROTTED SC KIM. WPI. LOG OR CEW STING. STUCCO, OR 11-11 (REF. W IN FOR SING RSTALLI MFOAMATW) DETAIL SEE 1 LITERS w� ALUU. ME. LOG OR CCU SONG, STUCCO, OR 11-I1 DEI L-B- SEE 1211 CRAOE TO SM PE0 LOOM EWIR-NENU� Qk IUP OF %I PLATE iJl FOUNDAID MLL mRNGS. DRNNYE ETC MSGWD BT LKFxSED PROESSC14k PER UDM CODES MID LOCAL SL CORGII ON5 ROM" DAPS FEED I 12 3-12I •--•- FLP RAFER/IERcc EKTFIUONS SEE 14A SEE NA ./ M.B PER l� MDNDIYL E$-CKCK IT 10( If It h COUP N. Flop MTALLEO T RM AR SPACE FRONDED r/Bvrus 0 ME OMR RAFILL DPT10- DLMS AREA THIS Sw9 TO RSI -2K3/7KA KMOML i EE6AREABiDMFMAEDMI0DLIRMMLOEAIMGA1IErm �. 7w M10.11 LLATIN DranrAB GRADE,INEMWEMWIDEDYRPPE9rNlWf�peE a REDO =-TON W RX AR.-M -T E R DTMEN AD RE4D� BY.1- MCTCN MI.. / M9AATW III PER MOMDI.M RES- ECIC 19/37 MM T D C D[iM OSR OR PLYM SEE @J (QUAD D MALED) •- wLKmEssax MSUAIW r ML P[R / FELL CLING PSUATOII EDUM[D '• •\ • 1/7 IR Vr ORPINL '•, SIRP (M.) MDMDULL RI h [ELM G/OCR Kilt IW-NAOULE µFA ABM 2,COLS G REER 2, (Rol STREWN TIT ORMML If/ 21' BI FRIq ///• ••- OPT. I/B iKRY-O-PLT 1/f BRnMM MTAL-A_ SEE IN MU6WLE MU 4RAOOL 2n/84 STEMS 0 16 M r/ OL Im PLATE M1An-r SEE 11K O5.& OR PLTMOD (GLUED 0 MUTED) - , OPAPPRO FLOORS FIR PER APPRLSp TRUSS PWB h FLOOR JOIST h • 1f O.C. wK GEEING JOSi h 0 24' OC. wK CEILING JOIST C MIAATW r/MB. E - \R MDMDWL ES-CHECT `I/t OR 5/F OR ALL OR MIST RWCERS (NCH STRENGTH I/t BRIDLE. EWITO IF/21r OZ. FRMG) ..OPT. RERY-O-PLT WARACE ME SIGIIML pR11N1 2U/n4 STUDS 0 IS,Oc r/ DM RIP PLAT[ DEWL-C 1'S 9IIV I0R TDC SEE 1; O.SB OR RYAOUD - •-� aFlEMA. f1➢OR TRUSS PER (CUED 0 MAKLO) !IIIRI III l APPROVED TRUSS PRRT I I DU6 YN PIESSL E TREATED ROO2 MUAION BAY BE- 1.) MSp1LED M TTE FACTORY 2J SNA'PCD AND MULLED M M FIELD a) PROVOED MD MSMLEO BY 01 (A) 2. FLOOR CRMR BLED MJ LIFT M BOLTS 0 R' OC. OR 1�-14PE STEU COUAM OR COCEIE 3/D' LAM Oat ITT. ON -SIZE BY OTER5 FILE STEEL COLLAR (SHE BY OTHERS) SEE FOUMMTON PUN FOR SPAGRO CDRCRM FLOOR EMR TRY BE ACCUSED-y - LOLLY CaWN/FOpTING-/ (PEIMND SOL CONOOKI � BUIONG FOIRE`TW AND SUPPORT STRUCTURES T W DUE GRADE RN. IF TULK 6 ME MPOR BUDDER SIAL E PROEOED FROM MOST ACCORIM TO COMPACTED MO UMLEO OF MRMEO It AT SEARS SECTOR WRI.4.1 O THE APPLICABLE TOM (ON PREVOIRT WWURBED SAL) M THE ESDERTML CODE OR APPLICABLE MIT CODE. TYP. TWO STORY 3-BOX DEEP SECTION GWM A SLL PER LOLL NCORRNEWS 9/l7MM70C DUB. OR RYMJCO �, (CUED d MNED) J 2. FLOOR JOSr lOP M SM. RATt1) /DnAR-C / YE 12 JI OPf0W1 BOOR IRUS PER APPRMD TRUSS PRR • ; MUTATON r/ vR. PER 2. LOUR OR B) h FLOOR CRMR MUEO rOH "DUAL. RES-CHECK JDST MANGERS 1/Y IMRD BDti • A'Ot OR FLOOR MSUAmU WY BE: 1.) RULED IR IM NCrORY 3/6 LACS Sr OZ. 01 Br OTHERS 1.) SIPRD µ0 MIAILED M M TEND2.12 PROYOEO µO MTAELEO BY OTTERSJim TREATED SLL PLATE SUPPORT PER \ - PER FOOM . ALL LILBNG ON AND SIRLCIUES PROTECTED FROST SECTI E PROIAA O THE FM'Ul FLEE R C ID ACCO srG1W RAoaIA.1 a nE APPLCPLE AEraW OF RE ESMRT`L CM OR APPILME SUE COOL CRAWL SPACE OE SNELD OOMMG OF AT LEAST M DYERS OF LMMRIAYNExr OWNED TOMEER DR A IIATERPEOF WIRRIbUIE 9ULL III FROM THE FAMES EDGE TO A FONT If IRSM THE EOEROR WALL E. f MIN AR SPACE PRCI r/WELES 0 VIM OTTER W IER OR n TOP PLATE. STUD CWDE/I3 OR BETTER MSTATOR r/ N.B. PER PIDA'DWL RES-CHECK 11 ON OR I/7 PLYEOOO SHFATRNO 2K4/20 SPF STUD LR OR BETTER 0 24- OLE. TAX REFERENCE ME M023(5) FOR MARQUIS WEREN FMSH MR MER RESUME BARBER MR 1/117 XCE WILD STG TO DmI L ORE. 2. FLOOR PFRNEER OR BETTER DBL h RIM PERREER OR BETTER MUUIW r/ v.E PER RIDADaA. RES-CHECK DOE 2c TOP PLATE. STUD CRABE/13 OR BETTER INSULATOR r/ xR PER RONOULL RES-DECK 1/16- LIST OR 1/t RYAUOO SIAROIC 2K4/2K6 SE STUD OR OR BETTER 0 24' O.C. YAK REFERERCE TALE R602.3(5) FOR LMATONS EKERCR FMSH MR MER RLS51M BARRIER MR 1/1C AMNCT WED SHIC I/7 D -0. YOAM SELL TAPE OR OBE. CALKS BEAD :MIRE PERIMETER OF EKE., rALLS HEM PRESSURE TREATED SLL FLINOTW MLL, FOOTINGS, DRMNIDE, ETC DESCNED BY LCERSED PROESSWA. PER LOfM CODES ADD LOCM SOIL CONdIONS NOTES: 1. SEE PAGE 5C FOR FOUNDATION DETAILS 2. SEE PAGE 2 FOR GENERAL NOTES 3. ALL STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM THE APPROVED CALCULATIONS MANUAL. SEE NOTES 10-12 BELOW. 4. ALL SHEATHING USED IS AGENCY RATED. 5. FOR INSULATION REQUIREMENTS SEE INDIVIDUAL RES-CHECK. 6. MAY BE BUILT AS DUPLEX. COMMON WALLS MUST BE COMPLETED ON -SITE BY BUILDER/DEVELOPER. 1 OR 2 HOUR FIRE SEPARATION WALL MUST BE CONTINUOUS FROM BASEMENT FLOOR TO UNDERSIDE OF ROOF SHEATHING, AS PER LOCAL AND STATE CODES. 7. FOUNDATION DRAWINGS AND DETAILS ARE FOR REFERENCE ONLY. 8. FOUNDATIONS MUST BE DESIGNED BY LICENSED LOCAL PROFESSIONAL FAMILIAR WITH SOIL CONDITIONS PER LOCAL AND STATE CODES. 9. ALL LIFTING, SETTING, AND FINISH MUST BE COMPLETED BY OTHERS ON -SITE AS PER SET -MANUAL AND ALL STATE AND LOCAL CODES. 10. ROOF SYSTEMS: DESIGN & SPACING OF APPROVED DESIGN MAY VARY DUE TO SNOW LOADS. REFERENCE THE APPROVED CALCULATIONS MANUAL SECTIONS 8 & 9. 11. BEAMS, HEADERS & FLOOR/CEILING GIRDERS: STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM SECTION 6 OF THE APPROVED CALCULATIONS MANUAL. 12. EXTERIOR/MATEWALL STUDS & COLUMNS: STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM SECTION 4 & 5 OF THE APPROVED CALCULATIONS MANUAL. 13. ATTIC VENTING IS ACCOMPLISHED THROUGH A SYSTEM OF SOFFIT/RIDGE VENTS AND IS DETAILED IN THE QUALITY ASSURANCE MANUAL. 14. INSULATION AND VAPOR BARRIERS TO BE INSTALLED PER CODE 15. VAPOR BARRIER SHALL BE INSTALLED ON THE HEATED SIDE OF THE INSULATION. 16. EXPOSED VAPOR BARRIER SHALL BE COVERED WITH CODE COMPLIANT COVERINGS (i.e. DRYWALL). 17. FRICTION FIT BATT INSULATION SHALL BE INSTALLED AROUND BASEMENT STAIR WELL OPENINGS AND ATTIC STAIR WALLS. 18. "W.S.P." IS AN ABBREVIATION FOR "WOOD STRUCTURAL PANEL". 19. ASPHALT SHINGLES MAY BE USED IF INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 SHINGLES CLASSIFIED USING ASTM D 3161 ARE ACCEPTABLE FOR USE IN WIND ZONES LESS THAN 110 MPH . SHINGLE CLASSIFIED USING ASTM D 3161, CLASS F ARE ACCEPTABLE FOR USE IN ALL CASES WHERE SPECIAL FASTENING IS REQUIRED. 20. SEE RAFTER CONNECTIONS IN SECTION 8 OF THE CALCULATIONS MANUL OR PER INDIVIDUAL PLAN SUBMITTAL. PFS Corporation Northeast Region APPROVED H Raup - 3 7/11111 Approval limited to Factory Built Portion state DAVID BILLINGSLEY CIVIL cn No. 47769 A 9/11 Q U�HNU a4^�¢ xjo�LOiJ za -° QyW U Cnzc< v 3CvQ rvWC. LS U� w$= 1 4 3 �o v F Oc I-ti U THESE DRAWINGS HAVE BEEN PREPARED BY ( egl c.com] G ;NCO, INC. COPYRIGHT ©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED VATHOUT THE WRITTEN PERMISSION DE j *Legacy Custam Modular Homes, LLC.' 0 � z iz W C) O � Lu a \t1..i W O > in w r N o o U 5 m I } 2 W U } m m Y w U w= Z b o� Z U oa a PL G U S Woo 5 o � N ZO a o az�P = J Z En 5 Of LO a i o K > a Q U ce O U W d N CT O J h S o O W �Q �o moom O r0000 2:we� Q w o > Tomo - FILE: SO.FT.: STATE: TYPE: MODEL: I DRAWING: 3-BOX TWO STORY CROSS SECTION SHEET: I /1 RIDGE BOARD TO BE TOE -NAILED TO RAFTER PLATE (2) .131"x3" NAILS EA. SID 2x SUPPORT KING POST SHINGLES u 15# FELT PAPER '-12 PORCH ROOF FRAMING MAY BE FACTORY BUILT OR PRE -MANUFACTURED ALUM. DRIP EDGE SUB-FASCI 1x4'S O 24" O.C. VENTED SOFFIT J//` -- ' SOFFIT DETAIL-AJ PORCH HEADER AAY VARY SEE 12H SEE CALC'S MANU L SECTION 6 ROOF TO HEADER CONNECTIONS PER CALCULATIONS MANUAL N W N RAFTER PLATE TO BE FASTENED TO ROOF TRUSS OR SOLID BLOCKING BETWEEN TRUSSES 555, HEADER TO POST CONNECTION w DETAIL-B PER INDIVIDUAL PLAN > <; SEE 12H POST TO FLOOR CONNECTION PER INDIVIDUAL PLAN JOIST HANGER , MAX STEP 8 1/4" VARIES PERIMETER TO BE FASTENED TO MODULAR PERIMETER W/3/8" LAGS 016" O.C. OR 1/2" THRU BOLTS 024" O.C. TYP. SHED PORCH SECTION (THIS MAY BE ADDED AS AN OPTION) I VARIES (10' MAX. PORCH LENGTH) POR TYP PERIMET 'APPROVED STRAP FIBERGLASS SHINGLES 15g FELT PAPER 1 SEE CALCS MANUAL SECTION 6 FOR HEADER SIZE do CITY SEE CALCS MANUAL SECTION 10 FOR TIE DOWN CONNECTIONS SUB -FASCIA VENTED SOFFIT HEADER TO POST CONNECTION/ PER INDIVIDUAL PLAN - PORCH ROOF FRAMING MAY BE ACTORY BUILT OR PRE -MANUFACTURED ALUM. FLASHING, L1x4'S ® 24"OC SOFFIT POST TO FLOOR CONNECTION PER INDIVIDUAL PLAN VARIES PERIMETER TO BE FASTENED MODULAR PERIMETER W/3/8" LAGS 016" O.C. OR 1/2" THRU BOLTS 024" O.C. TYP. PORCH SECTION (THIS MAY BE ADDED AS AN OPTION) CORNER PIER TO FLOOR CONNECTION TO WITH STAND I//r CALCULATED UPLIFT LOAD — LOAD BEARING SUPPORT COLUMNS UNDER EVERY POST WITH FOOTING TO GRADE FOR POSITIVE DRAINAGE. OR BELOW FROST LEVEL COVER WITH 6mIL PLASTIC k PEA GRAVEL H HEADER (3) 2X8 SPF 12 (90 MPH WIND LOAD) TOE SCREW ALL POSTS TO (3) 200 SPF /2 (1DO-120 MPH WIND LOAD) CAND TO HEADER WITH DE DECKKING COMPASTAN ADD POSTS AS REQUIRED CORROSION RESISTANT WOOD SCREWS POSTS %A L BE (mar.) "BUlf1-LP" POST OF (2) 20 SIT ►3 W/ J'X VERTICAL FLASHING TO 31" So4N RATED 093 9-EA1H G EXTEND 8" (min) ABOVE FASIFAID TOGETHER W/ J* X 2r JOISTS OF APPROVED FLASHING MATERIAL . X 15ga STAPLES 0 Ei OC FLASHING SPLICE SHALL STAGGERED DOM WIN A NN1L LAP (min.) 2" AND 9EEVE Al JOINS 9W1 BE USE AN APPROVED GILKED TO MAINTAIN A WATHR SEALANT. RE9STANT BARRIER :R SUPPORT WALL SNOW DRIFTING LOAD MAY NEED TO BE CONSIDERED. (WHEN THE ROOF DIFFERENCE IS GREATER THEN 24" VERT.) FIBERGLASS SHINGLES 12 PORCH ROOF FRAMING MAY BE 3-12 p FACTORY BUILT OR PRE -MANUFACTURED 151 FELT PAPER` ALUM. DRIP EDGE SUB -FASCIA / VENTED SOFFIT J 1x4'S 0 24" O.C. SOFFIT PORCH HEADER MAY VARY = SEE CALC'S MANUAL SECTION 6 > HEADER TO POST CONNECTION' I I I I PER INDIVIDUAL PLAN / POST TO FLOOR CONNECTION — PER INDIVIDUAL PLAN JOIST Hu+cea MAX STEP 8 1/4" VARIES PERIMETER TO BE FASTENED TO MODULAR PERIMETER W/3/8" LAGS TYP. OVERLAY PORCH SECTIOV O.C. OR 1/2" THRU BOLTS 024" O.C. (THIS MAY BE ADDED AS AN OPTION) FOR GENERAL NOTES SEE PAGE R2 I"""' TYP. TRU55� DOUBLE TOP PLATE `INSTALL (max.3) APPROVED STRAPS PER POST PFS Corporation INSTALL APPROVED STRAP TOP Northeast Region OF CORNER POST APPROVED CALCULATE UP -LIFT LOAD FOR EACH HOUSE DEPENDENT UPON H Raup - 3 ALL UP -LIFT LOAD WILL BE TRANSFERRED RAFTER TYPE, GROUND SNOW LOAD 7/11/11 TO PORCH CORNERS - AND WIND LOAD. QUANITY OF Approval limited to STRAPS FROM POST TO FLOOR MAY Factory Built Portion VARY. /-NOTCH DECKING, INSTALL (max.3) / APPROVED STRAPS (TYP) PER POST \ INSTALL (ma r.3) APPROVED STRAPS PER POST stote opprovol slampe OF A4,qSS9G' o� DAVID E. tiG BILLINGSLEY v CIVIL .¢¢ No.47769 IST o 0 O aaMvQ xjo�� a0��z x zow�ao QNzXV z0 , µ]G W 3 u Q � a 3 � a c F O�� H � THESE DRAWINGS HAVE BEEN PREPARED BY (wrw.glencoir—) CLENCO, INC. C®P>u(RW @2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF "Legacy Custom Modular Homes, LLC." FILE: SQ. FT.: STATE: TYPE: MODEL: DRAWING: PORCH OPTIONS SHEET: 1 n 06/29/11 DETAIL A SHINGLES INSTALLED AND FASTENED PER MANUFACTURER'S INSTRUCTIONS FACTORY INSTALLED SMPSON H2.5 OR EQUAL 024' O.C. MAX- - USE (5) .131'rL5 NAILS N ROOF AND (5) .131'x1.5" NAILS IN TOP PLATE OPT. WOOD STRIP NAILER TO TOP PLATE BETWEEN TRUSSES W/148"r2.5 NAILS B": " O.C.E PANEL EDGE NAILING .131'x2.5' NAILS 06' O.C. OR 7/16" r 1 1/2" r 16 GA STAPLES 0 3' O.C. ALUMINUM DRIP EDGE (2).131'%3' NAILS EACH uuMINUM FASCIA � SUB FASCIAE VENTED SOFFIT F & J CHANNEL 7/I6' OSB SHTG TO TOP PLATE PERIMETER - STAGGER (2) ROWS .131"x2.5' NAILS V2' O.C. OR 7/16'%1 1/2'x16 CA STAPLES 06' O.C. TRUSS INSULATION W/ V.B. PER INDIVIDUAL RES-CHECK `CLG MST r 1 (3) ,131".3" TOENAILS FROM ROOF I( TO TOP PLATE WOOD COMPRESSION STRIP MN. 1)' TOP PLATE TO TOP PLATE CONNECTION .131 % 3" - 12 D.C. FACE NAIL 2. STUDS TOP PLATE TO STUD CONNECTIONS (3) .131'x3" NAILS THRU PLATE INTO ENDCRAIN DETAIL A - ALTERNATE 3 SHINGLES INSTALLED AND FASTENED PER MANUFACTURER'S INSTRUCTIONS FACTORY CUT RAFTER FACTORY INSTALLED SIMPSON MTS30 0 48" O.C. - USE (7) .148"x2.5' NAILS IN STUDS AND (7) .148"x2.5' NAILS IN ROOF PANEL EDGE NAILING INSULATION W/ V.B. .131'x2.5" NAILS 06" O.C. OR INDIVIDUAL 7/16" x 1 3/4' x 16 GA STAPLES 0 3' O.C. RES-CHECK ALUMINUM DRIP EDGE-_ (2) .131'x3" NAIL EACH JOIST - ALUMINUM FASCIA OLD JOIST 24 SUB FASCIA (3) .131'x3' TOENAILS FROM ROOF VENTED SOFFIT TO TOP PLATE TOP PLATE TO TOP PLATE CONNECTION (2) /Bx3" SCREWS THRU RAIL INTO .131 x 3' -. 12" O.C. FACE NAIL OVERHANG BLOCK It (1) /Bx3'" SCREW FROM RAIL TO ROOF PERIMETER 0 B" O.C. 2x STUDS F & J CHANNEL L TOP PLATE TO STUD CONNECTIONS (3) .131'x3' NAILS THRU PLATE INTO ENDGRAIN DETAIL B INSTALL FLASHING FROM THRESHOLD DOWN 2" BELOW LEDGER DOOR THRESHOLD PORCH DECKING MODULAR SUB -FLOOR (2) SIMPSON HDL12 W/ 5/8- THREADED ROD - CONNECTING DECK TO MODULAR FLOOR SYSTEM. (2) MINIMUM PER DECK P.T. 2X SYP/2 FLOOR JOISTS 16' O.C. 3/8"x4" LAC SCREWS . (2) EA. BAY STAGGERED '_ .Q MODULAR DBL. RIM BOARDS JOIST HANGER P.T. 2. SYP/2 LEDGER BOARD DETAIL A - ALTERNATE 1 PRE -MANUFACTURED TRUSS - FACTORY INSTALLED SIMPSON H2.5 OR EQUAL 024" O.C. MAX - USE (5) .131'x1.5' NAILS IN ROOF AND (5) .131%1.5" NAILS IN TOP PLATE OPT. WOOD STRIP NAILER TO TOP PLATE BETWEEN TRUSSES W/.148'x2.5' NAILS 8' O.C. PANEL EDGE NAILING .131'x2.5" NAILS 06" O.C. OR 7/16' x 1 3/4" x 16 CA STAPLES 0 3' O.C. ALUMINUM DRIP EDGE (2) .131-X3' NAILS EACH JOIST ALUMINUM FASCIA SUB FASCIA BLOCK-� VENTED SOFFIT (2) /8x3" SCREWS THRU RAIL INTO OVERHANG BLOCK & (1) 1130"" SCREW FROM RAIL TO ROOF PERIMETER 0 8' O.C.- F & J CHANNEL 7/1C OSB SHTG TO TOP PLATE PERIMETER - STAGGER (2) ROWS .131"x2.5' NAILS 012" O.C. OR 7/16"%1 1/2'x16 GA STAPLES 06" O.C. SHINGLES INSTALLED AND FASTENED PER MANUFACTURER'S INSTRUCTIONS INSULATION W/ V.B. F( INDIVIDUAL RES-CHECK `CLG JOIST WOOD COMPRESSION STRIP MIN. 1 r (3) .131'x3' TOENAILS FROM ROOF TO TOP PLATE -TOP PLATE TO TOP PLATE CONNECTION .131 x 3' - 12' O.C. FACE NAIL 2. STUDS TOP PLATE TO STUD CONNECTIONS (3) .13Yx3 NAILS THRU PLATE INTO ENDGRAIN DETAIL A - ALTERNATE 4 SHINGLES INSTALLED AND FASTENED PER MANUFACTURER'S INSTRUCTIONS FACTORY CUT RAFTER FACTORY INSTALLED SIMPSON H2.5 OR EQUAL 024" O.C. MAX - USE (5) .131.0 5' NAILS IN ROOF AND (5) .131"x1.5' NAILS IN TOP PLATE (2) j80" SCREWS THRU RAIL INTO OVERHANG BLOCK & (1) j80"" SCREW FROM RAIL TO ROOF PERIMETER 0 B" O.C. INSULATION W/ V.B. PER PANEL EDGE NAILING INDMDUAL .131"11,2.5' NAILS 06' O.C. OR RES-CHECK 7/16" x 1 3/4-. 16 CA STAPLES 0 Y O.C. ALUMINUM DRIP EDGE (2) .131"x3' NAILS EACH JOIST ---� -_ ALUMINUM FASCIA'- CLG JOIST 2x6 SUB FASCIA VENTED SOFFIT TOP PUTS TO TOP PUTS CONNECTION .131 x 3' - 12" O.C. FACE NAIL F & J CHANNEL 2% STUDS 7/16' OSB SHTG TO TOP PLATE PERIMETER - STAGGER (2) ROWS TOP PLATE TO STUD CONNECTIONS .131"x2.5' NAILS 012' O.C. OR (3) .131"0" NAILS THRU PLATE INTO ENDGRAIN 7/16'xl 1/2'x16 GA STAPLES 06' O.C. FIXED EAVE OH DETAIL 0 2x FASCIA 2x l MAX FIXED EAVE O.H. ALL WIDTHS. 3/12 TO 12/12 OR SIMILAR DETAIL A - ALTERNATE 2 SHINGLES INSTALLED AND FASTENED FACTORY CUT RAFTER PER MANUFACTURER'S INSTRUCTIONS FACTORY INSTALLED SIMPSON MTS30 0 48" O.C. USE (7) .148'x2.5" NAILS IN STUDS AND (7) .148"x2.5% NAILS IN ROOF PERIMETER TO JOIST CONNECTION (2) .131'x3' NAILS THRU MEMBER INTO ENDGRAIN INSULATION W/ V.B. INDIVIDUAL TOE NAIL PERIMETER: 0 RES-CHECK .131%3" NAILS 0 6" O.C. (2) 18x3' SCREWS THRU RAIL INTO JERHANG BLOCK & (1) /8x3- SCREW I RAIL TO ROOF PERIMETER 0 8" O.C. PANEL EDGE NAILING .131'x2.5" NAILS 06' O.C. OR 7/16" It 1 3/4' CLG JOIST x 16 CA STAPLES 0 3" D.C.WOOD COMPRESSION STRIP MIN. 1 ALUMINUM DRIP EDGE (3) .131"x3' TOENAILS FROM ROOF (2) .131"X3" NAILS EACH JOIST TO TOP PLATE ALUMINUM FASCIA TOP PLATE TO TOP PLATE CONNECTION SUB FASCIA .131 x 3" - 12" O.C. FACE NAIL 7/16" OSB SHTG TO TOP PLATE 2x STUDS PERIMETER - STAGGER (2) ROWS .131"x2.5" NAILS 012" O.C. OR 7/16"xl 1/2'06 GA STAPLES 06" O.C. L TOP PLATE TO STUD CONNECTIONS (3) .131"0" NAILS THRU PLATE INTO ENDGRAIN DETAIL A - ALTERNATE 5 SHINGLES INSTALLED AND FASTENED SOLE PLATE TO FLOOR CONNECTION PER MANUFACTURERS INSTRUCTIONS .131 x 3" - 12" O.C. FACE NAIL FACTORY CUT RAFTER (3) .131'r3- TOENAILS FROM ROOF TO PLATE FACTORY INSTALLED 2% RAFTER SOLE PLATE SIMPSON MTS30 0 48" O.C. - USE (7) .148"r2.5' NAILS IN FLOOR AND (2) ROWS .131"x3" NAILS 32" O.C. AT TOP (7) .148"x2.5" NAILS IN ROOF AND BOTTOM AND STAGGERED. VENTED SOFFIT PERIMETER TO MST 0014NFC71ON (3) .131"xY NAILS THRU MEMBER INTO ENDGRAIN PANEL EDGE NAILING .131'x2.5' NAILS 06' O.C. OR 2% LEDGER W/131 It T 7/16' % 1 3/4" r 16 CA STAPLES 0 3' O.C. FACE NAILS 2' O.C. ALUMINUM DRIP EDGE INSULATION W/ V.B. PER _ (2) .131'x3' NAILS EACH JOIST INDIMDUAL ALUMINUM FASCIA J RES-CHECK 2.6 SIB FASCIA 2. LEDGER W/131 x 3" F & J CHANNEL FACE NAILS 02" D.C. OR HANGER .131'r3" TOENAILS FROM 2ND FLOOR CLG JOIST TO 1ST FUR CLG 06" O.C. (2) ROWS .131'x3- NAILS 32' O.C. AT TOP SITE INSTALLED AND BOTTOM AND STAGGERED. SIMPSON O.0 ACROSS MODULE LANE. ACR SS MO ULE TOP PLATE TO TOP PLATE CONNECTION .131 r 3" - 12' O.C. FACE NAIL (2) 2. PERIMETER BAND 2% STUDS .131'x3' TOENAILS FROM CLG 70 101 PLATE Ofi" O.C. TOP PLATE TO STUD CONNECTIONS FACTORY INSTALLED (3) .131"%3" NAILS THRU PLATE INTO ENDGRAIN SIMPSON LSTA12 032" OC. COUNG PERIMETER TO WALL STUD FLIPPED OVERHANG DETAIL 0 2x FASCIA 2x OVERHANG 16" MAX FLIP EAVE O.H. ALL WIDTHS. 3/12 TO 12/12 OR SIMILAR 1. CONNECTIONS SHOWN ARE LIMITED TO 90 MPH WIND SPEED ZONES. 2. SEE APPROVED CALCS MANUAL FOR 1 NDI V I DUAL TRUSS AND RAFTER CONNECTIONS. 3. SEE CALCS MANUAL FOR UPLIFT STRAI 5S AROUND OPENINGS IN EXTERIOR AND) MATE WALLS. 4. ALTERNATE CONNECTORS WITH EOUNL OR GREATER CAPACITY THAN THOSE L►ST ED MAY BE SUBSTITUTED. SEE CALLS MANUAL SECTION 10 FOR ADDITIONAL CONNEC"trORS AND THEI R VALUES. 5. SEE SHEET 18 FOR FASTENING SCHEDUILE 6. SEE SHEET 2 FOR GENERAL NOTES. 7. ALL FTREBLOCKTNG MUST BE COMPLETfED BETWEEN MODULES AT FLOOR/CEILIN(O LEVELS ATTHETIME OF SETUP. ALL LIFTING HOLES MUST BE FIREBLOCK MRIOR TO EXTERIOR FINISH COMPLETION. PFS Corporation Northeast Region APPROVED H Raup - 3 7/11/11 Approval limited to Factory Built Portion state approval slampe of Mgssq°ti o DAVID E. G BILLING8LEY m1 0 CIVIL -4 No. 47769 10 ��.9F�1sT6P������ o � o^�No o x c -7 u nnon,z Za So 4�Zk �?0¢3 NLQ �3 ti 3 U U Wll 0 �I( a a 3Toy Oar h THESE DRAWINGS HAVE BEEN PREPARED BY(-. ylenco�nc.com) GLENCO, INC. COPYRIGHT THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Leg acy Custom Modular Homes, LLC.' 0 z r= U 0 cf) c [C G a Lu w U~) O CC/) U m FILE: SQ. FT.: STATE: TYPE: MODEL: DRAWING: SECTION DETAILS AND CONNECTIONS SHEET: 1 2 I I 06/29/11 DETAIL B 7/16- OSB SHTG TO STUD 131'x2.5' NAILS 6'0.C. EDGES, 12'O.C. FIELD, OR 7/16'x1 1/2'xt6 CA STAPLES 3' O.C. EDGES. 6' O.C. FIELD 7/16- OSB SHTG TO FLOOR PERIMETER STAGGER (2) ROWS .131-0.5- NAILS 014' O.C. OR 7/16'x1 1/2'.16 CA STAPLES 07' O.C. (2) 2x PERIMETER BAND .131'x3' TOENAILS 0 6' O.C. 7/16- OSB SHTG TO SUPPORT PLATE (1) ROW .131-x2.5- NAILS 012- O.C. OR 7/16'x1 1/2'x16 GA STAPLES 06' O.C. 2.6 MIN. P.T. SILL RATE. 1/2' ANCHOR BOLTS W/7' MIN EMBEDMENT - 072- O.C. - MIN (2) REWIRED EA SILL PLATE SECTION, AND (1) WITHIN 3 1/2' MIN AND 12- MAX FROM EACH END OF PLATE SECTION 2x STUDS BOTTOM PLATE TO STUD CONNECTION (3).131-.3- NAILS THRU PLATE INTO ENDGRAIN 2x BOTTOM PLATE TO FLOOR CONNECTION .131 % 3' - 12' O.C. FACE NAIL -19/32" O.S.B. T&G FLOOR DECKING OR BETTER W/131'x2.5' NAILS 06' O.C. EDGES, 12- O.C. FIELD NAILING \-2x FLOOR JOIST - INSULATION W/ V.B. PER INDIVIDUAL RES-CHECK PERIMETER TO JOIST CONNECTION (3) .131'x3- NAILS THRU MEMBER INTO ENDGRAIN (2) ROWS .131'x3' NAILS 32" O.C. AT TOP AND BOTTOM AND STAGGERED. DETAIL B - ALTERNATE 1 7/16- OSB SHTG TO STUD 31'x2.5' NAILS 6'0.C. EDGES, 12'D.C. FIELD, OR 7/16'xl 1/2'xl6 CA STAPLES 3' O.C. EDGES, 6' O.C. FIELD 7/16' OSB SHTG TO FLOOR PERIMETER STAGGER (2) ROWS .I3I'x2.5 NAILS 012- O.C. OR 7/16'x1 1/. IS CA STAPLES 06' O.C. (2) 2. PERIMETER BAND ----- F & J CHANNELS l -• SOLID SOFFIT 2'- INSULATION W/ V.B. PER INDINDUAL RES-CHECK F & J CHANNEL SIMPSON A35 - (1) PER JOIST. ONLY AS REWIRED BY DESIGN 1/2- ANCHOR BOLTS W/7- MIN EMBEDMENT 072' O.C. - MIN (2) REQUIRED EA SILL PLATE SECTION, AND (1) WITHIN 3 1/2- MIN AND 12' MAX FROM EACH END OF PLATE SECTION 2. STUDS BOTTOM PLATE TO STUD CONNECTION (3) .131-LILY NAILS THRU PLATE INTO ENDCRAM 2x BOTTOM PLATE TO FLOOR CONNECTION .131 . 3' - 12' D.C. FACE NAIL 19/32' O.SB. T&G FLOOR DECKING OR BETTER W/131'x2.5' NAILS 06' O.C. EDGES, 12' O.C. FIELD N ING I ( (3) .131'v2.5' TOENAILS 7, FLOOR JOIST INSULATION W/ V.B. PER INDIVIDUAL RES-CHECK (3) .131-.3- TOENAILS FROM JOIST TO SILL PLATE DETAIL B - ALTERNATE 2 7/16' OSB SHTG 10 STUD .131'd.5' NAILS 6'OC EDGES, '2 "C. FIELD, OR 7/16'.1 1/2'106 GA STAPLES Y O.C. EDGES. 6' O.C. FIELD 7/16" OSB 9rtG M FLOOR PERIMETER\ STAGGER (2) ROWS .131".2.5" NAILS \ 014' QC. OR 7/16'.1 1/2'.16 GA STARES Or D.C. (2) 2. PERIMETER BAND .131'.Y TOENAILS 0 6' O.C-,, 7/16' OM SHTG TO SUPPORT PLATE-_ (1) ROM .1J1'x2.5' NAILS 012" OC OR 7/16'.1 1/2'.16 GA STARES 06' O.C. 2.6 MIN. P.T. SILL PLATE. 1/2- ANCHOR BOLTS W/Y MIN EMBEDMENT 072" D.C. - MIN (2) REWIRED EA SRL RATE SECTION. AND (1) WITHIN 3 1/2- MIN AND 12- MAX FROM EACH END OF PLATE SECTION N3JiiDT BOTTOM PLATE 70 STUD CONNECTION (3) .131'.3' NAILS THRU PLATE INTO ENDGRAIN 2. BOTTOM PLATE TO FLOOR CONNECTION .131 . 3' - 12' OC FACE NAIL (2) ROWS .13f.3' NAILS 3Y O.C. AT TOP AND BOTTOM AND STAGGERED. DETAIL B - ALTERNATE 4 DETAIL B - ALTERNATE 5 2. STUDS h STUDS BOTTOM PLATE TO S. CONNECTION BD77ON PLAE TO STUD CONNECTION 71W OSB SHTG 70 STUD (3) .131'il' NAILS IHRU PLATE INTO ENDGRAIN 7/16- Out SH76 TO STUD (3) .,"_. NABS THRU PLATE INTO ENDGRAIN .131'.25' NAGS $'D.C. EDGES WOO. FIELD, OR 7/16.1 1/2-.16 GA STAPLES h B011dl PLATE i0 FLOOR COMffDTKN .131d.5 NAAS COG, EDGES. ISO.0 FIELD, h B577O1 PLATE 70 FLOOR CONNEC710FJ DETAIL B _ ALTERNATE 3 J' 0.O EDGES, 6' OC FKIO ,,3, . 3' - 1Y OC FACE NNL OR 7/16'.1 1/2%16 GA STARES Y .111 . 3" - 12' 0.C. FACE MIL 19/3Y O.SB. TAC FLOOR DECKING OR O.0 EDGES, 6" O.C. FIELD NOT USED BETTER W/131'd.5' NAILS 06- DD 19/32" OS& TOO FLOOR DEOaNG OR 7/IB' OSB 90G TO BOOR PERIMETER STAGGER ROWS .13,'.22' NNLS EDGES If OC. FIELD MAKING 7/16' OSB SNTO TO FLOOR RRNEIER BETTER W /.ISfd.S" NAILS 06' OC EIXES 12' 0.0 FIELD NAILING - C 012' OC. OR ]/t8'.1 1/21,Li GA STAGGER (2) ROSE'S .W.2-F NAILS STAPLES 05' OC IRANSKRSE -I OI I. O.0 OR 7/16"x1 1S 06 W STAPIE 06' 1RASYERSE Jd57 (2) 2. PE9METER BAND AC (2) h PERIMETER BANG - F & J CHANNEL - TIL N F & J CHANNEL SOLID SOFFIT MA%. MAX 7-O' SOLID SOFFIT MA% NTI M. TOP PLATE TO TOP PLATE CONNECTION (3) t3,'d.5" TOCxNLS h FLOOR JOIST (3) .131-.2 5- TOENAILS 2. FLOOR JOIST - .lJt . T - 12' O.0 fAtE NAIL LU52B JOIST HALER LUSM JOIST MANGER TOP RAZE TO STUD fdNECiKklS (J) .I]1'.Y TOENAILS flM1Y OR Eau& OR EQUAL (3) .131'.Y TOENAILS FROM (31.131".3" NAILS THRU RATE INTO EIAGRAIN JOIST TO SILL PLATE 1/T W/Y ME JOIST i0 SILL ME - M(1 (O RC SUL PLATE D.C.-MINCHOR (2) R LA SILL RATE SEC ON. SECTION, AND (i) WITHIN 3 F P NM AND 127 3 TIT MAIL FROM EACH END O RATE SECTION M/32' O.S.B. T&G FLOOR DECKING OR [BETTER W/131"0.5' NAILS 06' O.C. EDGES, 12' O.C. FIELD NAILING 2. FLOOR JOIST-. ALL THREAD BOLT 4' O.C.- OR r LAG 032' O.C. ON ALTERNATING SIDES OF BEAM OVER LENGTH OF MODULE 2x LEDGER W/131 It 3' FACE NAILS 02' O.C. OR JOIST HANGERS DETAIL C FACTORY INSTALLED EA MODULE SIMPSON LSTA12 0 48' O.C. - USE (5) .148%2.5' NAILS IN STUDS AND (5) .148'x2.5' NAILS IN GIRDER 2x STUDS - DBL MATE WALL BOTTOM PLATE TO STUD CONNECTION (2) .131'x3' NAILS THRU PLATE INTO ENDGRAIN 2. BOTTOM PLATE TO FLOOR CONNECTION .131 x 3' - 12' O.C. FACE NAIL (4) 2X FLOOR GIRDER MIN. ,OPT. FLOOR TRUSS GIRDER TO JOIST CONNECTION (3) .131'x3' NAILS THRU MEMBER INTO ENDGRAIN DETAIL C - ALTERNATE 1 FACTORY INSTALLED EA MODULE SIMPSON LSTA12 0 48' O.C. - USE (5) .148'x2.57 NAILS IN STUDS AND (5) .148'x2.5' NAILS IN GIRDER 19/32' O.S.B. T&G FLOOR DECKING OR BETTER W/.131'1 2.5' NAILS 06' O.C. EDGES, 12' O.C. FIELD NAILING 2x FLOOR JOIST r ALL THREAD BOLT 4' O.C. OR r LAG 032' O.C. OVER LENGTH OF MODULE 2. LEDGER W/.131 x 3' FACE NAILS 02" O.C. OR JOIST HANGERS 2. STUDS - DBL MATE WALL 7BOTTOM PLATE TO STUD CONNECTION (2) .131.0- NAILS THRU PLATE INTO ENDGRAI 2. BOTTOM PLATE TO FLOOR CONNECTION 131 It 3' - 12' D.C. FACE NAIL (4) 2x FLOOR GIRDER MN. ,OPT. FLOOR TRUSS a - GIRDER TO JOIST CONNECTION (3) .131-xY NAILS THRU MEMBER INTO a e d a 1. CONNECTIONS SHOWN ARE LiMiTED TO 90 MPH WiND SPEED ZONES. 2. SEE APPROVED CALCS MANUAL FOR INDIVIDUAL TRUSS AND RAFTER CONNECTIONS. 3. SEE CALCS MANUAL FOR UPLIFT STRAPS AROUND OPENINGS iN EXTERIOR AND MATE WALLS. 4. ALTERNATE CONNECTORS WiTH EQUAL OR GREATER CAPACITY THAN THOSE LISTED MAY BE SUBSTITUTED. SEE CALCS MANUAL SECTION 10 FOR ADDITIONAL CONNECTORS AND THEIR VALUES. 5. SEE SHEET 18 FOR FASTENING SCHEDULE 6. SEE SHEET 2 FOR GENERAL NOTES. PFS Corporation Northeast Region APPROVED H Raup-3 7/11111 Approval limited to Factory Built Portion stole opprovol stampe H OF A4,q 0. DAVID E. yc 1 BILLINGSLEY 0 CIVIL -4 No. 47769 /ST C O o Xda7U 00�ac­z x zo�no Nzzky 0 ,:I m L) W1 °x s O i U 1-� u THESE DRAWINGS HAVE BEEN PPAREOLEN(OeInwc.,-, GCTHIS DOCUMENT AND THE SSIBJECT MATTER CONTAINED 111EREIN IS PROPRIETARY AND IMAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF "Legacy Custom Modular Hamel, LLC.' (:n .Z UAM O i!cco �:.G a-IW Of 01fCn � Ln, J Ui m TE: %ECTION DETAILS AM CONNECTIONS SHEET: .( 2 1 2 DETAIL D DETAIL D - ALTERNATE 1 (2) 2x CLG GIRDER (2) 2x CLG GIRDER (1) PER MODULE (1) PER MODULE (3) .131"x3" TOE NAILS FACTORY INSTALLED PER MODULE (3) .l31"x3' TOE NAILS THRU LEG INTO PLATE SIMPSON LSTA12 ® 48" O.C. - USE THRU LEG INTO PLATE (5) .148"x2.5' NAILS IN STUDS AND (2) .131'x3" NAILS THRU � (5) .148'z2.5" NAILS IN GIRDER (2) .131"x3" NAILS THRU PLATE INTO CLG JOIST ZZ T PLATE INTO CLG JOIST 1/2' ALL THREAD BOLT 4' O.C. OR 3/8" LAG @32' O.C. ON ALTERNATING SIDES OF BEAM OVER LENGTH OF MODULE TOP PLATE TO STUD CONNECTIONS (2) .131'x3" NAILS THRU PLATE , INTO ENDGRAIN CLG JOIST WOOD COMPRESSION STRIP MIN. 1 }" �.' TOENAILS FROM ROOF TO TO TOPOP PLATE TOP PLATE TO TOP PLATE CONNECTION .131 x 3' - 12" O.C. FACE NAIL 2x STUDS - DBL MATE WALL DETAIL D -ALTERNATE 3 (2) 2x CLG GIRDER (1) PER MODULE ALL THREAD BOLT 4' O.C. OR r LAG 032" O.G OVER LENGTH OF MODULE THIS SECTION 7/16" ATTIC FLOOR DECKING MAY BE FIELD SUPPLIED AND INSTALLED FACTORY INSTALLED PER MODULE SIMPSON LSTA12 ® 48" O.C. - USE (5) .148"x2.5' NAILS IN STUDS AND (5) .148'x2.5' NAILS IN GIRDER \-CLG JOIST WOOD COMPRESSION STRIP MIN. 1 (2) .131'x3' TOENAILS FROM ROOF TO TOP PLATE TOP PLATE TO STUD CONNECTIONS (2) .131"x3" NAILS THRU PLATE TOP PLATE TO TOP PLATE CONNECTION INTO ENDGRAIN 131 It 3" - 12" O.C. FACE NAIL \_ 2x STUDS - DBL MATE WALL DETAIL E VENT RIDGE VENT ((1)) 2x RIDGE BOARD 6dARD 512E MUST BE LARGER 7MAN FACE CUT OF ADJACENT RAFTER 2x TOP FLIP 7(I6' OSB SHTG FASTENING PANEL EDGES, 12'O.C. FIELD, ,72x OR 7PANEL EDGES, GA STAPLES 3' OC. PANEL EDGES, 6' O.0 FIELD SEE INDIVIDUAL RAFTER OR TRUSS DESIGN FOR REQUIRED CONNECTIONS 2x LOCATER IN 1/2' ALL THREAD BOLT 4' O.C. OR 3/8" LAG 032" O.C. ON ALTERNATING SIDES OF BEAM OVER LENGTH OF MODULE TOP PLATE TO STUD CONNECTIONS (2) .131"0" NAILS THRU PLATE INTO ENDGRAIN FACTORY INSTALLED PER MODULE SIMPSON LSTA12 0 48" O.C. - USE (5) .148%2.5" NAILS IN STUDS AND (5) .148'x2.5" NAILS IN GIRDER SIMPSON LUS26 HANGER \-CLG JOIST WOOD COMPRESSION STRIP MIN. 1 (2) 131"0" TOENAILS FROM ROOF TO TOP PLATE -TOP PLATE TO TOP PLATE CONNECTION I .131 x 3' - 12" O.C. FACE NAIL 2x STUDS - DBL MATE WALL DETAIL D -ALTERNATE 4 (2) 2x CLG GIRDER (1) PER MODULE ALL THREAD BOLT 4' O.C. OR gJ" LAG @32" O.C. OVER LENGTH OF MODULE THIS SECTION 7/16" ATTIC FLOOR DECKING MAY BE FIELD SUPPLIED AND INSTALLED \-CLG JOIST 1/2' FILLER 2x4 LEDGER (GLUED AND NAILED W/ 0.131"z3 1/2" NAILS SPACED 0 2" O.C. NAILS STAGGERE 1/2' DRYWALL ja 2x2 LEDGER (NAILED W/ 0.131'x3 1/2' NAILS SPACED ® 12" O.C.) SHEATHING ONTO MAIN DETAIL E ALTERNATE 1 SEE WMDUAL RAFTER OR TRUSS DESIGN FOR REQUIRED CONNECTIONS OSR SHTG FASTENING C. PANEL EDGES, 12'OC. FIELD, 1/16'xl 1/2'a16 GA STAPLES 3' PANEL EDGES, 6' O.C. FIELD DETAIL D - ALTERNATE 2 LVL ROOF BEAM (3) .131"0" TOE NAILS THRU LEG INTO PLATE �' ALL THREAD BOLT 4' O.C. OR r LAG 032" O.C. ON (2) .131'x3' NAILS THRU ALTERNATING SIDES OF BEAM PLATE INTO CLG JOIST T OVER LENGTH OF MODULE SIMPSON LUS26 CLG JOIST HANGER DETAIL D -ALTERNATE 5 LVL ROOF (3) .131'x3" TOE NAILS THRU LEG INTO PLATE ALL THREAD BOLT 4' O.COR LAG . (2) .131'x3' NAILS THRU PLATE INTO CLG JOIST ON OVER LENG ® SI32 -DES SO F BEA. `CLG JOIST 1/2' FILLER 2x4 LEDGER (GLUED AND NAILED W/ 0.131"x3 1/2' NAILS SPACED 0 2" O.C. NAILS STAGGERED) 1/2" DRYWALL 2x2 LEDGER (NAILED W/ 0.131"x3 1/2" NAILS SPACED 0 12" O.C.) SEE CALCULATIONS MANUAL FOR LOAD LIMITATIONS DETAIL E ALTERNATE 2 VENT RIDGE VENT 7 6" OSB SHTG FASTENING BrO.C. PANEL EDGES, 11'O.C. FlELD, OR 7/16'A I/2'xl6 GA STAPLES 3' /// O.C. PANEL EDGES, 6' O.C. FlELD SEE INDIVIDUAL RAFTER OR TRUSS - DESIGN FOR REQUIRED CONNECTIONS 1. CONNECTIONS SHOWN ARE LIMITED TO1)190 MPH WIND SPEED ZONES. 2. SEE APPROVED CALCS MANUAL FOR INDIVIDUAL TRUSS AND RAFTER CONNECTIONS. 3. SEE CALCS MANUAL FOR UPLIFT STRAPS, AROUND OPENINGS IN EXTERIOR AND MATE WALLS. 4. ALTERNATE CONNECTORS WITH EQUAIL(OR GREATER CAPACITY THAN THOSE LISThTp MAY BE SUBSTITUTED. SEE CALCS MAN4JAL SECTION IO FOR ADDITIONAL CONNECTFORS AND THEIR VALUES. 5. SEE SHEET IS FOR FASTENING SCHEDULE 5. SEE SHEET 2 FOR GENERAL NOTES. PFS Corporation Northeast Region APPROVED H Raup — 3 7/11/11 Approval limited to Factory Built Portion stole opproval slow X1,6 OF A14 o� DAVID E. BILLINGSLEY v CIVIL No. 47769 1STEP�O�� o � a ¢v^U Sjo�W z x 'zo <O Nwawz U U� I•--1 ¢ F O.� 0 -U-1 u THESE DRAWINGS HAVE BEEN PREPARED BY (,lencoinc.com) GLENCO, INC. COPYRIGHT ©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Nodular Homes, LLG' �'U.t I.: STATE: TYPE: MODEL: DRAWING: SECTION DETAILS AND CONNECTIONS SHEET: 1 2 J 06/29/11 s r ALL THREAD BOLT 4- O.0 OR r LAG 032. O.C. OVER LENGTH OF MODULE 19/32- OS.B TAG FLOOR DECKING OR BETTER W/131'x2.5- NAILS 06' O.C. EDGES. 12' OC. FIELD NAILING 2. FLOOR JOIST 0 16' O.C. MAX 2. LEDGER W/.131 . 3' FACE NAILS 02' O.C. OR JOIST HANGERS 2. LEDGER W/131 x Y FACE NAILS Or O.C. OR JOIST HANGERS FACTORY INSTALLED FROM STUD TO FLOOR BAND SIMPSON LSTA12 O 32- O.C. - USE (5) ..W.2.S. NAILS IN STUDS AND (5) .148.25' NAILS IN GIRDER TOP PLATE TO STUD CONNECTIONS (3) .131'.Y NAILS THRU RATE INTO ENDGRAIN 2. STUDS - DBL MATE WALL 2. STUDS 19/32- O.S.B. TAG FLOOR DECKING OR BETTER W/.131'.2.5' NAILS 06' O.C. EDGES, 12- O.C. FIELD NAILING 2. FLOOR JOIST 0 16' INSULATION W/ V.B. PER INDIVIDUAL RES-CHECK WOOD COMPRESSION STRIP YIN. 1 TOP PLATE TO TOP RATE CONNECTION- .131 x3'-12'D.C. FACE NAIL TOP RATE TO STUD CONNECTIONS- (3) .131'x3' NAILS THRU PLATE INTO ENDGRAIN DETAIL F FACTORY INSTALLED FROM STUD TO FLOOR BAND SIMPSON LSTA12 0 32- D.C. - USE (5) .148'.2.5' NAILS IN STUDS AND (5) .148.2.S' NAILS N ORDER 2. STUDS - DBL MATE WALL BOTTOM RATE TO STUD CONNECTION (2) .131-xY NAILS THRU PLATE INTO ENDGRAIN 2. BOTTOM PLATE TO FLOOR CONNECTION .131 . Y - 12' O.0 FACE NAIL (4) 2. FLOOR GIRDER MIN. (2) ROWS .131'.3' NAILS 32' O.C. AT TOP AND BOTTOM AND STAGGERED. OPT. FLOOR TRUSS `9TE INSTALL�049*O.C SITE IN 1 ACROSS MOD -CLG JOIST 016' OR N' O.0 ORDER TO JOIST CONNECTION (3) .131'.Y NAILS THRU MEMBER INTO ENDGRAIN (2) ROWS .131'.3' NAILS 32' O.0 AT TOP AND BOTTOM AND STAGGERED. 131'.3' TOENAILS 0 6' O.C. TOP PLATE TO TOP PLATE CONNECTION .131 . Y - 12' O.C. FACE NAIL DETAIL G BOTTOM PLATE TO STUD CONNECTION (3) .131W NAILS THRU PLATE INTO ENDGRAIN 2. BOTTOM PLATE TO FLOOR CONNECTION .131 . 3' - 12' OC. FACE NAIL FACTORY INSTALLED FROM STUD TO FLOOR BAND SIMPSON LSTA12 0 32' O.C. - USE (5) .148'x2.5' NAILS IN STUDS AND (5) .148'.2.5' NAILS IN ORDER (2) ROWS .13113' NAILS 32' O.0 AT TOP AND BOTTOM AND STAGGERED. PERIMETER TO JOIST CONNECTION (3).131-.3- NAILS THRU MEMBER INTO ENDGRAIN - SITE INSTALLED SIMPSON LSTA15 048' D.0 ACROSS MODULE LINE. -2. LEDGER FASTENED TO BOTTOM OF JOIST W/ (2) .131'.Y NAILS EACH JOIST PERIMETER TO JOIST CONNECTION (3) .131%3' NAILS THRU MEMBER INTO ENDGRAIN FACTORY INSTALLED FROM STUD TO FLOOR BAND SIMPSON LSTA12 0 32' O.C. - USE (5) A48'0.5' NAILS IN STUDS AND (5) .148.2.5' NAILS IN GIRDER DETAIL F - ALTERNATE 1 r ALL THREAD BOLT 4' O.C. OR r LAG 032- OC. OVER LENGTH OF MODULE 19/32- O.S8. TAG FLOOR DECKING OR BETTER W/131-.25- NAILS 06- O.C. EDGES, 12' D.C. FIELD NAILING 2. FLOOR JOIST 0 16- O.C. MAX - 2x LEDGER W/.131 . Y FACE NAILS_ 62' DO. OR JOIST HANGERS 2. LEDGER W/131 . Y FACE NAILS 02' O.C. OR JOIST HANGERS FACTORY INSTALLED FROM STUD TO FLOOR BAND SIMPSON LSTA12 0 32' D.C. - USE (5) .148'.25' NAILS IN STUDS AND (5) .148'.2.5' NAILS IN ORDER TOP RATE TO STUD CONNECTIONS (3) .131'x3' NAILS THRU PLATE INTO ENDGRAIN FACTORY INSTALLED FROM STUD TO FLOOR BAND SIMPSON LSTA12 0 32- O.C. - USE (5) ,148'.2.5' NAILS N STUDS AND (5) .14B'x2.5' NAILS N GIRDER 2. STUDS - DBL MATE WALL BOTTOM RATE TO STUD CONNECTION (2) .131'xY NAILS THRU RATE INTO ENDGRAIN 2. BOTTOM PLATE TO FLOOR CONNECTION .131 . 3- - 12' D.0 FACE NAIL (4) 2. FLOOR ORDER MIN. (2) ROWS .111'.3' NAGS 32' O.C. AT TOP AND BOTTOM AND STAGGERED. � OPT. FLOOR TRUSS SITE INSTALLED SIMPSON LSTA15 048' O.0 ACROSS YCOULE LINE. \-CLG JOIST 016- OR 24- O.C. ORDER TO JOIST CONNECTION (3).131-.3' NAILS THRU MEMBER INTO ENDGRAIN .(2) .131'x3' TOENAILS FROM CLG TO TOP RATE -TOP PLATE TO TOP PLATE CONNECTION .131 . 3' - 12' O.C. FACE NAIL 2. STUDS - DBL MATE WALL DETAIL G - ALTERNATE 1 2. STUDS - 19/32- O.S.B. TAG FLOOR DECKING OR BETTER W/.131'4.5- NAILS 06- O.0 EDGES, 12' OZ. FIELD NAUNG 2. FLOOR JOIST O 16' O.0 MAX INSULATION W/ V.B. PER INDIVIDUAL RES-CHECK 2. OLD JOIST O 24' OC MAX J WOOD COMPRESSION STRIP MIN. 1 r- TOP PLATE TO TOP PLATE CONNECTION .131 x Y - 12' OC FACE NAIL TOP PLATE TO STUD CONNECTIONS (3) .131'x3' NAILS THRU PLATE INTO ENDGRAIN BOTTOM RATE -TO STUD CONNECTION (3) .131'x3 NABS THRU PLATE INTO ENDGRAIN -2. BOTTOM PLATE TO FLOOR CONNECTION .131 . Y - 12' 0 C. FACE NAIL FACTORY INSTALLED FROM STUD TO FLOOR BAND SMPSON LSTA12 0 32' O.C. - USE (5) .148'.2.5' NAILS IN SRO AND (5) .148'.25' NAILS IN ORDER (2) ROWS .131'.3' NAILS 32' O.0 AT TOP AND BOTTOM AND STAGGERED. PERIMETER 10 JOIST CONNECTION (3).131'.3' NAILS THRU MEMBER INTO ENDGRAIN -SITE INSTALLED SIMPSON LSTA15 648' O.0 ACROSS NODULE LINE. _ 2. LEDGER W/131 . 3' FACE NAILS 02' D.C. OR JOIST HANGERS PERIMETER TO JOIST CONNECTION (2).131%5- NAILS THRU MEMBER INTO ENDGRAIN - FACTORY INSTALLED FROM STUD TO FLOOR BAND SIMPSON LSTA12 0 32' 0.11 - USE (5) .148'x2.5' NAILS IN STUDS AND (5) .148'.2.5' NAILS N ORDER DETAIL F - ALTERNATE 2 r ALL THREAD BOLT 4' D.0 OR IT LAG 032' O.C. OVER LENGTH OF MODULE 19/32- O.S.B. TAG FLOOR DECKING DR'''"""""��T BETTER W/.131'x2.5' NAILS CC O.C. EDGES, 12' O.C. FIELD NAILING 2. FLOOR JOIST O 16' O.C. MAX - 2. LEDGER W/131 . Y FACE NAILS 02 D.C. OR JOIST HANGERS i 2. SPACER TO CLG W/(2) .131 . 3'� FACE NAILS PER JOIST 2. LEDGER W/.131 . 3' FACE NAILS 02' O.C. OR JOIST HANGERS FACTORY INSTALLED FROM STUD TO FLOOR BAND SIMPSON LSTA12 0 32' O.C. - USE (5) .148'.2.5' NAILS N STUDS AND (5) .149%15' NAILS N GIRDER RIP RATE TD STUD CONNECTIONS (3) .131-.3- NAILS THRU PLATE INTO ENDGRAIN FACTORY INSTALLED FROM STUD TO FLOOR BAND SIMPSON LSTA12 0 32' O.C. - USE (5) .148'.2.5' NAILS N STUDS AND (5) .14B'.2.5' NAILS IN GIRDER N STUDS - DBL MATE WALL BOTTOM PLATE TO STUD CONNECTION (2) .131-xY NAILS THRU PLATE INTO ENDGRAIN 2. BOTTOM PLATE TO FLOOR CONNECTON .131 x 3' - 12' D.C. FACE NAIL (4) 2. FLOOR ORDER MIN. �(2) ROWS .131'.3' NAILS 32' O.C. AT TOP AND BOTTOM AND STAGGERED. OPT. FLOOR TRUSS SITE INSTALLED SIMPSON LSTA15 048' 0.0 ACROSS MODULE LINE. `CLG JOIST 016- OR 24- O.C. (GIRDER TO JOIST CONNECTION (3) .131'x3- NAILS THRU MEMBER INTO ENDGRAIN .(2) .131'.}' TOENAILS FROM CLG TO TOP PLATE -TOP PLATE TO TOP PLATE CONNECTION .131 . Y - 12' O.C. FACE NAIL 2. STUDS - DBL MATE WALL 1. CONNECTIONS SHOWN ARE LIMITED TO 90 MPH WIND SPEED ZONES. 2. SEE APPROVED CALCS MANUAL FOR INDIVIDUAL TRUSS AND RAFTER CONNECTIONS. 3. SEE CALCS MANUAL FOR UPLIFT STRAFPS AROUND OPENINGS IN EXTERIOR AND) MATE WALLS. 4. ALTERNATE CONNECTORS WITH EQUAL OR GREATER CAPACITY THAN THOSE LISTED MAY BE SUBSTITUTED. SEE CALCS MANUAL SECTION 10 FOR ADDITIONAL CONNEQiTORS AND THEIR VALUES. 5. SEE SHEET 18 FOR FASTENING SCHEDUJLE 6. SEE SHEET 2 FOR GENERAL NOTES. 7. ALL FTREBLOCTQNG MUST BE COMPLETFED BETWEEN MODULES AT FLOOR/CEILINIG LEVELS AT THE TIME OF SETUP. ALL LIFTING HOLES MUST BE FIREBLOCK PIRIOR TO EXTERIOR FINISII COMPLETION. PFS Corporation Northeast Region APPROVED H Raup - 3 7111/11 Approval Broited to Factory BuiN Portion state OF Alq Ssq�ti o DAVID E. BILLINGSLEY 0 CIVIL � No. 47769 10� 9fifi/ST1P�O ��/ =SE DRAWNGS HAVE BEEN THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Homes, LLC.' I.; TE: MODEL: DRAWING: SECTION DETAILS AND CONNECTIONS SHEET: ^ n I .11 - --1. ..s SINGLE MODULE RAISED UEELTRUSS 12 ]-12 V ."S rl SEiGLEMODULE a,. MODULAR SUED DORMER a>_t: Y,R v B+- PANEU7ED SHED DORMER u v s STD. CATHEDRAL CEILING NONSTORAGE SLD. FIATNONSTORAGE VAULTED Tt CAPE TRUSS STORAGE TRUSS HABITABLE SPACE 4 BOX CAPE TRUSS HABITABLE SPACE EttNva V.I lKUJD -- HABITABLE SPACE STORAGETRUSS NON -HABITABIESPACE NOTES: 1. RAFTERS AND TRUSSES SHOWN BELOW ARE DESIGNATING AVAILABLE TRUSS STYLES ONLY. REFERENCE THE APPROVED CALCULATIONS MANUAL FOR SPECIFIC APPROVED DESIGNS. 2. ALTERNATE RAFTER AND TRUSS DESIGNS MAY BE USED PROVIDED THAT DESIGNS ARE SUBMITTED WITH INDIVIDUAL HOUSE PLANS TO THE THIRD PARTY FOR REVIEW. 3. ATTICS IN RAFTERS AND TRUSSES WITH A 24"X42" SPACE THROUGH WEBS SHALL BE CONSIDERED SUITABLE FOR STORAGE AND SHALL BE DESIGNED WITH 20 PSF LIVE LOAD ON BOTTOM CHORD. 4, RAFTERS AND TRUSSES SHALL BE LOADED AS FOLLOWS: 4.1. NON -STORAGE - 10 PSF MIN 4.2. STORAGE - 20 PSF MIN 4.3. HABITABLE ATTIC TRUSS WITH A FIXED STAIR - 30 PSF 5. SEE CALCULATIONS SECTIONS 8 & 9 FOR FACTORY AND SITE REQUIRED CONNECTIONS. Nu, RIDGE N'-iRMTERS HAP RERS ; J105 , GO � —ES I -ES ' D -Es HIP DETAIL SKYLIGHT HP RDDE DESgNS "LL BE DONE ON AN FRMG DETAIL P_—Es, -LONG — BE R OED &ONG — MPROlK SETS � N OF MAssgo o� DAVID E. tiG BILLINGSLEY v CIVIL -4 No. 47769 o � Q !`NNU o a¢a-u ❑on,z a QOnZko V ¢w C) U THESE DRAWINGS HAVE BEEN PREPARED BY (w glencolnccom) GLENW, INC. COPYRUT@2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WTHOIIT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Homes, LLC.' c CD z w %/) a L!J w p i C/:) w p c� rn �U ,y Y x Q U r cD m Em p � W Y W w U Z C O U Z O U y > 5 wowp LOn o ¢ V7 cp V aoaz�w D_ U Z [w Of �Wa w tT P oa N 4 Q �a �o Q p .Q cl _ > m O fp O N O h P O O u1 z O Q W of BCD .`@ Iw LOn ofmO IFIL 'SO. FT.: STATE: ''TYPE: IMODEL: K RAWINO: ROOF OPTIONS 'SHEET: n DETAIL DETAIL A-� DETAIL FAIL G DETAII NOTES: 1. RAFTERS AND TRUSSES SHOWN BELOW ARE DESIGNATING AVAILABLE STYLES ONLY. REFERENCE THE APPROVED CALCULATIONS MANUAL SECTION 8 FOR SPECIFIC APPROVED DESIGNS. 2. ALTERNATE RAFTER AND TRUSS DESIGNS MAY BE USED PROVIDED THAT DESIGNS ARE SUBMITTED WITH INDIVIDUAL HOUSE PLANS TO THE THIRD PARTY FOR REVIEW. 3. SEE CALCULATIONS MANUAL SECTION 8 OR INDIVIDUAL PLAN SET FOR FACTORY AND SITE REQUIRED CONNECTIONS. 4. ENCLOSED ATTICS AND UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE. PFS Corporation Northeast Region APPROVED H Raup-3 7/11111 Approval limlted to Factory Built Portion state opprovcl slampe OF �Ssgc DAVID E. yc BILLINGSLEY m, CIVIL No. 47769 �F��G�STtiP�����Q r� NAl � o :� C"o 0 ¢ r N N U o-m,_r Ix¢v —U �t ai o0��z x �zo¢3 �wnS.u'3 �U U Q w � f 33 W °x 5 J z Oa 8 u TIMESE DRAWINGS HAVE BEEN PRErPARED BY (w gmcoinc.com) OLENCO, INC. PYR11 HT ©2091 TTHIS DOCUMENT AND THE SMIBJECT MATTER CONTAINED HEEREIN IS PROPRIETARY AND WAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF '[legacy Custom Modular Homes, LLC" U EL/J o � �LLJJ o V) 06/29/11 RIDGE BOARD POCKET RIDGE INTO WND COLUMN \ `(3) ROWS OF .131• R Y NAILS (15) NAILS TOTAL PER SIDE TOTAL PER SIDE COLUNNJ SIZE PER CALLS MANUAL SEENON ,2 PG 1231 USE EQUAL NUMMBBERROF LE DETAIL B PLIES PER MODULE WIND COLUMN CONTINUOUS TOP PLATE END SIZE PER CALCS MANUAL SECTION 12 PC 12.31 WALL 1HRUST BEAM BOTH USE EQUAL NUMBER OF PLIES PER MODULE MOUUIES - NO SPLICES INTERCONNECT PLIES WA2) RDWS .131"xP SIZE PER CALCS MANUAL NARS 0 8" O.C. -STAGGERED BEGTIOV 12 PC 122.1 INTERCONNECT PLIES W/(2J ROPE .131'.3" NAILS O 6. O.0 STAGGERED FROM EACH SIDE (BJ SIMPSON A23 (2) EA SIDE (2J TOP - (2) BOTTOM SIMPSON CS16 ACROSS MATE LINE (1) EA TOP PLATE (A) SIMPSON A23 (2) EA SIDE PROVIDE SOLO BLOCKING ALONG ORDER FOR CONNECTOR FASTENING DETAIL A CEILING BEAM SIZE PER CALCS MANUAL SECTION 12 PC 12.61 CEILING PERIMETER - SIMPSON LSTAIR FROM BEAM TO STUDS (1) PER PLY 2. SPF/2 SUPPORT COLUMN (1) COLUMN STUD PER BEAM PLY SIMPSON STHDIAFROM STUDS TO TO POURED FOUNDATION OR • HDU FOR BLOCK FOUNDATION DETAIL G WND CDLUMN SIZE PER CALCS MANUAL SECTIDN 12 PG 12.3.1 SITE INSTALLED TOP RATE E THRUST BEAM ACROSS MODULE BREAK WIND COLUMNS - NO SIZE PER CALCS MANUAL SECTION 12 1 NTERCONNECT PLIES r/(2) ROWS NAILS 0 6" C.C. STAGGERED FROM EI DETAIL B-2 DETAIL A-2 BLOCK CUT TO ROOF PROFILE MEEK CABLE AND RAFTERS I, SIDES OF MIND COLUMN - 2 S - FASTEN ROOF SHTG TO CKS WA3) .13Yds• NAILS H BLDCK 3) ROWS OF .131• x 3• NAILS IS) NAILS TOTAL PER SIDE ROM INNER BLOCK TO WND OLUMN BEAM SUPPORT COLUMN :TUD UNDER EACH BEAM PLY .TUB ON OUTSIDE OF BEAM BOTH SIDES 'ER CALCS MANUAL SECTION S KN LSTA30 FROM 2ND Y TO 1ST STORY STUDS ER PLY .ON LSU12 FROM STUDS FADER - (1) PER PLY ON LSTA12 FROM 1EADER OK STUDS - (1) PER PLY SCNALCS ECON 12 P1I.&I I/Ca"GB ANIPSON CSI6 Ao"S PATE LRK (I) PER PLY h SKR PATE FALL f _ .—T COLUMN SIZE KR CALCS MANUAL YCTKW 5 PG SOA SWPSON LSTAIR FROM STUDs To POOR (I) KR SNO DETAIL H SMPSCM LNAIR FROM BEAN Ta STUDS (1) PLR KY i%%;;�� PDdt pROER S T LSTAIFLOURR FROM (1)PER ro (0 KR STUD DETAIL H-1 CEILING BEAM SIZE PER CALCS MANUAL SECTION 12 PG 12.8.1 SIMPSON JOIST HANGER DETERMINE LOAD REOMTS FROM SIDEWALL VERTICAL HEEL BEAM CHART CALCS MANUAL SECTION 12 PG 123A CONDITIONAL SIDEWALL- VERTICAL HEEL BEAM SIZE PER CALCS MANUAL SECTION 12 PG 12.7.1 DETAIL F o C, p-Ro O Q I -NNE.; aQa�u .]a^Q 7 o W cc,--, z a zQc7w�0 � ? C) �waw� U CEILING BEAM U J SIZE PER CALCS MANUAL N SECTION 12 PG 12.81 W x 4 3 NOTCH BEAM o ,i z SIDEWALL THRUST BEAM O SIDEWALL THRUST BEAM ; ,r SIZE PER CALCS MANUAL HUi SIZE PER CALCS MANUAL SECTION 12 PG 12.6.1 SECTION 12 PG 12.6.1 TKNESE DRAWNGS HAVE BEEN } J PREPPARED BY (Awr.g encome.eom) f ifs) GLENCO, INC. ` USE (30) .131"0' NAILS TgHIS DOCUMENT AND THE (3) ROWS OF (10) NAILS - (1) ROW SU R NC�SMATTECONTAINED TO EACH CLG BEAM MEMBER TO MAAY NOT PROPRIETARY REPRODUCED CONDITIONAL SIDEWALL CONNECT THRUST BEAM TO CEILING A Y NOT THE WRITTEN VERTICAL HEEL BEAM PERMISSION OF SECTION 12 PG 12 SIZE PER CALCS MANUAL 'gegacy Custom Modular .7.1 DETAIL F (1) Homes, LLC." 7— 7 SPAR RRKS Kw . SRPSLN ILSWO rRw STUDS T. YAY wPPoxT COLNN SiIF KP CALCS MANIAL L DULL "Sao OO KBMLIUT(I) KR STI111 Y[IW s W S0.0 UTAN FRJXL Oa NG Ka SK KR CALCS YAALAI MAM ro sTuos (N KR 0.T KCDOx IZ PG 12et 4FPSOM Im INM BEAK ro mSTUD$ (1) KA PLY SNP S1 ouej IRON STUDS 2. SKp WW ruL S-1 AOLUMN To —D rWxDARaI Mt lou FOR WO[K raxDAncN ffi PLR cuts Su..Su..5 W 500 SDO {MION aROER SNxSOM Lv- PROM S. To rum (I) KR Su ` DETAIL H-2 DETAIL I PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Built Portion state opprowl stompe ���(N OF Mgss90 o' DAVID E. yG SILLINGSLEY 0 CIVIL No. 47769 �-o CO) Q5 !Z U vn o'er OU � LL w n N n o H ILt;; SO.FTT.: STAME; TYPE-; MODEL; 910 MPH IWIINDI SHEErII�\ 'T: 1 L I V 06/29/11 -y r RIDGE BOARD POCKET RIIXZ NTO WINO COLUMN \ 13) ROWS OF .131' . 3' NAILS (27) NAILS TOTAL PER SIDE WIND COLUMN J SIZE PER CALCS MANUAL SECTION 12 R Or ER OF USE EQUAL NUMBER DETAIL B PLIES PER MODULE CONTINUOUS TOP PLATE END WIND COLUMN WALL THRUST BEAM BOTH s- PER CALCS MANUAL SECTION 12 PO 12.31 NODULES - NO SPLICES USE EQUAL NUMBER Of PLIES PER MODULE SIZE PER CNLS MANUAL INTERCONNECT PLIES WA2) ROWS .131 .3- SECTION 12 PG 122.1 NAILS 0 8' O.C. - STAGGERED INTERCONNECT PLIES WA2) ROWS .131'.Y NAILS 0 6' O.C. JOIST HANGER STAGGERED FROM EACH SIDE (I) SIMPSON SIDE DETERMINE LOAD REWTS FROM END WALL THRUST BEAN CHART SIMPSON CS16 ACROSS MATE LINE (1) EA TOP PLATE POCKET WIND COLUMN INTO FLOOR ORDER DETAIL A CEILING BEAM SIZE PER CALCS MANUAL SECTION 12 PC 1281 (3) ROWS OF .131' . Y NAILS (27) NAILS TOTAL PER SIDE fCEILING PERIMETER - SIMPSON LSTA18 FROM BEAM TO STUDS (1) PER PLY 2. SPF12 SUPPORT COLUMN (1) COLUMN STUD PER BEAM PLY �--SSTH FROM STUDS TOO POURED FOUNDATION FOUNDATION OR HDU FOR BLOCK FOUNDATION W' DETAIL G WINO COLUMN SIZE PER CALCS MANUAL SECRON 12 PC 12.31 SITE INSTALLED TOP RATE END WALL THRUST BEAN ACROSS MODULE BREAK BETWEEN WIND AL COLUMNS - NO SPLICES SIZE PER CALCS MANUSECTION 12 PG 112.1 INTERCONNECT PUES W712) ROWS .131-.Y NAILS 0 6' O.C. STAGGERED FROM EACH SIDE SS DBL BLOCK CUT TO ROOF PROFILE BETWEEN CABLE AND RAFTERS BOTH SIDES OF WIND COLUMN - 2 BAYS - FASTEN ROOF SHTC TO BLOCKS W/(5) .131-.1.5' NAILS EACH BLOCK - (3) ROWS a .131' . J' NAILS (27) NAILS TOTAL PER SIDE FROM INNER BLOC( TO WIND COLUMN DETAIL B-2 DETAIL A-2 DETAIL H RIDGE BEAM SUPPORT COLUMN ONE STUD UNDER EACH BEAM PLY ONE STUD ON OUTSIDE OF BEAM BOTH SIDES SIZE PER CALCS MANUAL SECTION 5 SIMPSON LSTA3L7 FROM 2ND STORY TO 1ST STORY STUDS (1) PER PLY SIMPSON LSTA12 FROM STUDS TO HEADER - (1) PER PLY SIMPSON LSTA12 FROM HEADER TO JACK STUDS - (I) PER PLY MNua pAEROSS SNPSaI ISMS nOd STUDS TO FI (O Pat SRo b SHI a irE ]� 4 M Q O�o�a a4✓ui..° NIA xw3 CEILING BEAM u SIZE PER CALCS MANUAL Ta w CEILING BEAM SECTION 12 PG 12.8.1� SIZE PER CALCS MANUAL 123 1 6 3 SECTION 12 PG 12.8.1 NOTCH BEAM SIMPSON JOIST HANGER �c C DETERMINE LOAD REOMTS FROM SIDEWALL THRUST BEAM,, ;z 2 E SIDEWALL VERTICAL HEEL BEAM SIDEWALL THRUST BEAM O CHART CALCS MANUAL SECTION SIZE PER CALCS MANUAL U 12 PG 12.7.1 SECTION 12 PG 12.6.1 ~ u THESE DRAYWINGS HAVE BEEN PREPARED BY (( ylenconc.can) I�Y � GLEMCO, INC. CONDITIONAL SIDEWALL VERTICAL HEEL BEAM USE (39) .13)'z3' NAILS copynrnw©2091 SIZE PER CALCS MANUAL (3) ROWS OF (13) NAILS - (1) ROW SECTION 12 PG 12.7.1 TO EACH CLG BEAM MEMBER TO THIS DOCU'RAENT AND THE CONDITHEREINIONAL SIDEWALL CONNECT THRUST BEAM TO CEILING SUBJECIS T MPROPR CONTAINED VERTICAL HEEL BEAM CONNECTION MAX - 5000# MAY NOT BbE REPRODUCED EPRODu EDRIETARY D SIZE PER CALCS MANUAL WTHOUTTTTHE WRITTEN DETAIL F SECTION 12 PG 12.7.1 DETAIL F (1) PERMiD OF 'Legacy CCMsM= Nodular Hammes,, LL LLC.' N ISiAt6 TRW b -#2 R K. 10 KAY WCPaRt [aaR. SK PFR CUC3 wtaMl A SR.O� I KCAW SPo5a0 "PION ISTAV IROM KILN TO STUDS 0) PER PLY Ca.& KAY SMPEaIT SR[ Pn CALLS WNLW scald 12 Pa 12A1 J,`,� TifflIPOIK, Kmto nLD Okrz rtOaR GRKR b DPP wrz Weu� slPPost ttuAa SK R4 CN[S YAHIK S[lOR 5 PG 5aa �raW WKR WIFStaI LSIAtB fRW ill K ro ROOK q RR sno DETAIL H-1 AP50 UMAtK— z1aM to ILOtlI (I) PER SRO DETAIL H-2 DETAIL I me ENO PFS Corporation Northeast Region APPROVED H Raup - 3 7111111 Approval limited to Factory Built Portion state approval staml ���1H OF Mgss9c o? a"DE. BILLINGSLEY 0 CIVIL No. 47769 FILE: SO.FT.: STATE: DRAWING;: VAULT CONNECTION 120 q pH WIND SHEET: 120 06/29/11 2' MA) CA\TILEVEF FIRST STORY TO BASEMENT RAISED RANCH STAIR ELEVATION W/OPTIONAL RECESSED ENTRY STAIR DETAIL FOR (2) BOX CAPE SIZES SHOWN MAY VARY FIRST STORY TOWARD EXTERIOR BASEMENT WALL 0 HAVE 'I YMENTS RAISED RANCH STAIR ELEVATION WITH OPTIONAL FLUSH ENTRY DECKING NOTE. BEFORE DWELLING IS HABITABLE, PROMDE RAAINGS DR WADS ON SECOND FLOOR STAIR OPENING TWO-STORY STAIR ELEVATION STAIR DETAIL FOR (4) BOX CAPE OR TWO STORY ]YtUAL FRAMING �� / NOTE: THIRD PERIMETER TO BE CUT OUT ON SITE BY BUILDER AFTER BOXES ARE SET i—STEEL AND BOTH SIDES ARE PROPERLY SUPPORTED WTH COLUMNS `STEEL PLATE SUPPORT COLUMN RNLMG M RANCH STAIR ELEVATION NOTES- 1. BASEMENT STAIR DETAILS SHOWN ARE TYPICAL FOR STANDARD PLANS. RISE AND 11. STAIRS TO BE CONSTRUCTED OF THE FOLLOWING MATERIALS: RUN OPENINGS MAY VARY AS PLAN DESIGN VARIES. STRINGERS: 2X SPF /2 OR BETTER 2. ALL STAIR OPENINGS AND HEADERS ARE BASED ON A HEIGHT OF 7'-9 1/2" FROM RISERS: PLYWOOD OR DSB TREADS: 5/4 SPF THE FINISHED BASEMENT FLOOR TO UNDERSIDE OF FIRST STORY FLOOR JOIST. 12. REFERENCE CODE SECTION R308.4-HAZARDOUS LOCATIONS FOR INFORMATION 3. RISER=7 3/4" MAX. (N.Y.: 8 1/4' MAX.) ; TREADS=10" (N.Y.: 9 ' MIN) + 3/4-1 1/4" NOSING, PERTAINING TO CERTAIN EXEMPTIONS OF SAFETY GLASS WHERE PROTECTIVE HEADRGOM=6'-8" MIN.; WIDTH=31.5" MIN. CLEAR BETWEEN HANDRAIL AND WALL WHERE GUARDS OR RAILINGS ARE INSTALLED. A HANDRAIL IS INSTALLED ON ONE SIDE OR 27" BETWEEN HANDRAILS WHERE HANDRAIL IS INSTALLED ON BOTH SIDES. /4" MAX.8 1 4' MAX.) ISERS: 7 3 (N.Y.:( / 4. BUILDER IS RESPONSIBLE TO INSTALL ALL BASEMENT STAIRS, LANDINGS, AND TREADS: 10" MIN. (N.Y.: 9 ' MIN)NOSING: 3/4" MIN. TO 1 1/4" MAX. HANDRAILS PER ALL STATE AND LOCAL CODES BEFORE DWELLING IS HABITABLE. HANDRAILS ®A MIN. 34'TO A MAX, OF 38' MAX. RISER HEIGHT VARIATIONS:: 5. STAIR GUARDS TO BE PROVIDED ON EACH SIDE OF STAIRS ON SITE BY BLDR, 3/16" MAX. FROM TREAD TO TREAD OVERALL 3/8" MAX. OVERALL GUARDS TO BE EITHER SOLID WALL OR OPEN WITH INTERMEDIATE RAILS OR BALUSTERS AND SPACED SO THAT A 4" SPHERE CANNOT PASS THRU. HEADROOM HEIGHT: MIN. 6. FACTORY SHALL PROVIDE OPENING THRU FLOOR LARGE ENOUGH TO ALLOW STAIR WIDTH: 3'-0' MIN, STAIRS TO COMPLY WITH ALL APPLICABLE STATE CODES. DISTANCE BETWEEN HANDRAILS: 27" MIN. 7. A FIXED STAIR SHALL BE PROVIDED INSIDE OF DWELLING BETWEEN FIRST STORY AND DISTANCE BETWEEN HANDRAIL AND WALL 31.5" BASEMENT OR CELLAR. CLEARANCE HANDRAIL TO WALL: 1 1/2' MIN. 8, HANDRAILS SHALL BE PROVDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS, OR FLIGHT PATH FOUR OR MORE RISERS. HANDRAILS SHALL BE MOUNTED NO LESS THAN 34" AND NO MORE THAN 38" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS, WALKING SURFACES MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36' IN HEIGHT MEASURED VERTICALLY FROM THE WALKING SURFACE. ENSURE THAT NO SPHERE OF 4' OR LARGER CAN PASS THROUGH GUARDS AND RAILINGS. 9. MAINE ONLY - WHEN THE FURNACE IS LOCATED IN THE BASEMENT, AN IDENTIFIED EMERGENCY SWITCH IN THE BURNER SUPPLY CIRCUIT SHALL BE LOCATED EITHER AT THE TOP OF THE BASEMENT STAIRWAY OR ON THE OUTSIDE OFR THE BASEMENT STAIRWAY DOOR. 10. MAINE ONLY - FOR BASEMENT HEIGHTS OF 7'-3" TO 8'-0', BASEMENT STAIRS ARE A COMPONENT OF THIS DESIGN WITH A MAXIMUM RISER HEIGHT OF 3 1/4", A MINIMUM TREAD DEPTH OF 9" AND A 1" NOSING WILL BE PROVIDED ON ALL TREADES WITH TREAD WIDTH LESS THAN 10' FOR GENERAL NOTES SEE PAGE 2 SPLIT-LEVEL STAIR ELEVATION STAIR DETAIL FOR SPLIT LEVEL MODEL SIZES SHOWN MAY VARY I I TOP RISE , x lan RIMER HANDRAIL DETAILS PFS Corporation Northeast Region APPROVED H Raup — 3 7/11/11 Approval limited to Factory Built Portion stote tN OF MAssq°ti o DAVI D E. G BILLINGSLEY ro o CIVIL -4 No. 47769 06/29/11 q.10 O Q I�rvNV °^4^r xav^u J a.rna¢ 5>Caµ1 no, �z C) hN zz°X N [1JG� rn 33 U I' a Wx= 1 3 z�� 00 u THESE DRAWNGS HAVE BEEN PREPARED BY (w glencoinc.com) OLENCO, INC. C®P17RIGHi ©2®99 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WTHOUT THE WRITTEN PERMISSION OF "Legacy Custom Modular Hw.. LLC,' C0 j 0 Z F� w � o'U) n-� a LL oC) � J N U w o J O] On Y Z W (= m moM���o � w U w_ w U z e 2 cO a a a s woo ZO o � fn a o az�L;j Z w a i o a r U W Q) V 4 G a o ~¢ m O O O 00 O Z Q Lil o Of O � o wo � n m m FILE: SO.FT.: STATE: I TYPE: MODEL: DRAWING: STAIR DETAILS SHEET: WSU(-A'(ION SCHEDULE 0 16. O.0 0 24' O.C. FLOORS U,= 0.074 N/A s/s ce 3/r T. nrrom m as. h M. J3T. R-I1 r3UAigx r/ va s/a OR 3/9• raa rtrrom U.= 0.050 N/A m asa 1 3, MAT. naxsum r/ va SA9 m l/1• i9e 0.nRa ll.= 0.038 N/A _ . _ mossa Q A RauATox r/ ra A s/W m 3/4'- U.= D.032 N/A °" a- 1 .1 Yr M. Al. rim r/ va WALLS U.= 0.069 O.= O.D66 M0" rw. soot t.• snm y w-T.s xva�)rox i 6 )M' ail / v.B. TK rnru Y U,= 0.052 A = 0.051 ce sane z•a sno )Ar•aza a-m awunou KM v.a. 1 anru U.= 0.040 %- 0,039 - a) )ur. Fla¢ -Is awunan / )Ar asa IA.an a>TMu 3A• nrxac rar 0.= 0.043 1!L= 0.041 fw' K o),rwr L 041 LA= 0.44 M snm wn a -u rsuwnoB 3/t n9,ux raw 3A• ulx )/was% yr 09mu U.= 0.033 116- O.D35 zm s)uo wn ce Ts awunou Sur sow aoaa-m se. R.x CELNGS U.= 0.055 6116- 0.052 R-,9 rLaAnn r/ rR Xa errs) 3K err. aD. U,= 0.040 II 0.037 R-s°am^"^o'r/vR7 ?b .JEST lrs/ 3K ere. m. U, = 0.026 U, - 0.025 R-b ttnK 11-19 rexATnx r/ ve. ao urtR uW 3,a J06T PlatibxU)R U.= 0.026 Um= 0.025 R-3e r3UL91bN r/ v� h9 a /r TILE CATHEDRAL. C81-M U=040 U`- 0037 Lo uYE9s ce nw row (R-3o) 3 z•mar. LI 0.025• • (>) urr9s m wm raw LR-3e1 TYP. "U" VALUE CALC'S 2x4 EXTERIOR WALLS R-0 INSUL AREA R-0 FRAME AREA R-0 NSIA AREA R-0 FRAME AREA INSIDE AR FILM 0.68 0.68 INSIDE AR FILM 0.68 0.68 1/2' DRYWALL GAS 0.45 1/2" DRYWALL 0.45 0.45 R-13 F.G. INSUL 13.00 ODD R-13 F.G.VAL 130D 0.00 2 X 4 FRAMING 16 D.C. 0,00 4.38 2 X 4 FRAMING 24 O.C.0.00 438 7/16 RATED SHEATHING O54 0.54 7/16 RATED SHEATHING 0.54 0.54 VINYL SIDING 087 0.81 VINYL SIDING D87 0.87 OUTSIDE AIR FILM 068 0. OUTSIDE AIR FIRM 068 0.68 R- VALUE -%Tf- 7-6-0 'R" VALUE -T6-2f- 7gu- (.0617 • .90) + (A316 ' .10) OVER ALL -U- = 0.069 (.0617 • .94) + (.1316 ' .06) OVER ALL 'U' = DD66 OVER ALL •R' = 15.36 OVER ALL 1t' : 15.36 ( NOT APPLICABLE 10 PART 5 OF N.Y.SLCCC ) ( NOT APPLICABLE 10 PART 5 OF N.YSE.000. ) R-0 INSUL AREA R-0 FRAME AREA R-0 INSUL AREA R-0 FRAME AREA INSIDE AR FILM 1168 0.68 INSIDE AIR FILM 068 068 1/r DRYWALL 0.45 0.45 1/2- DRYWALL 0.45 0.45 THERMO FOIL SAB 4,20 4.10 THERMO FOIL SWB 4.20 4.20 R-13 F.C. INSUL. 1300 OOO R-13 EG 11 13.00 0.OD 2 X 4 FRAMING 16 O.C. 000 4.38 2 X 4 FRAMING 24 D.C. DOO 438 7/16 RATED SHEATHING 0.54 0.54 7/16 RATED SHEATHING 0.54 0.54 VINYL SIDING 0.87 01 VINYL SIDING 0.87 0,87 3/4- PHENOLIC FOAM 5.40 5.40 3/4- PHENOLIC FOAM 5.40 5.40 OUTSIDE AIR FILM O68 068 OUTSIDE AIR FILM DI 0SE 1R" VALUE -2SRF 77-20- V VALUE -2Sgr (.0387 • .90) + (.0581 ' .10) OVER ALL V = M041 (.01 -.94) 4 (0581 ' .06) OVER ALL V = D 040 OVER ALL 7 = 24.98 OVER ALL 'R" = 2530 TYP. "U" VALUE CALC' M EXTERIOR WALLS R-0 INSUL AREA R-0 FRAME AREA R-0 NSUL AREA R-0 FRAME AREA INSIDE AIR FILM 0,68 0.68 INSIDE AR FLM 0.68 0.11 1/2- DRYWALL 0.45 O45 1/2' DRYWALL OA5 045 R-19 F.G.INSJL 17.80 BOD R-19 F.C. INSUL 17.80 0.00 2 X 6 FRAMING 16 O.C. O.00 734 2 X 6 FRAMING 24 O.C. 000 7.14 7/16 RATED SHEATHING 054 0.54 7/16 RATED SHEATHING 0.54 0.54 VINYL SIDING 037 - 0.87 VINYL SIDING 0.87 0.87 OUTSIDE AIR FILM 0.68 0.68 OUTSIDE AIR FILM 0.63 0.68 'R' VALUE 21.02 T0.36 •R' VALUE 21.02 10.36 (D475 • .90) + (.D965 • .10) OVER ALL V = 0.052 - (.0476 , .94) + (0965 ' .06) OVER ALL 'U' = 0.051 OVER ALL 'R' = 1995. OVER ALL 'R' = 20.38 R-0 INSUL AREA R-0 FRAME AREA R-0 INSUL AREA R-0 FRAME AREA INSIDE AIR FILM 0.68 0.68 INSIDE AIR FILM 0.68 0.68 1/2' DRYWALL 0.45 1115 1/2- DRYWALL OAS 045 R-T9 F.G INSUL 17.80 0.00 R-19 F.C. INSUL. 17.80 0.00 2 X 6 FRAMING 16 OX 000 7.14 2 X 6 FRAMING 24 O.C. 0.00 114 7/I6 RATED SHEATHING 0.54 0.54 7/I6 RATED SHEATHING 0.54 0.54 VINYL SIDING 0.87 0.87 VINYL SIDING 0.87 0.87 3/4PHENOLIC FOAM 5.40 5,40 3/4' PHENOLIC FOAM 5,40 5.40 OUTSIDE AIR FILM 0.68 168 OUTSIDE AIR FILM 068 0.68 'R' VALUE 26.37 15.76 V VALUE 26.37 15.75 (.0379 • .90) + (B635 • .10) OVER ALL 'U' = 0.D40 (.0379 • .94) + (.0635 • D6) OVER ALL V = 0.039 1 OVER ALL 'R' = 25.31 OVER ALL V = 25.73 R-0 NSO AREA R-0 FRAME AREA R-0 INSUL AREA R-0 FRAME AREA INSIDE AIR FILM 0.68 0,68 INSIDE AIR FILM 068 0.68 1/2" DRYWALL 045 0.45 1/2' DRYWALL 045 0.45 THERMO FOIL SWR 4.20 4.20 THERMO FOIL SWB 4.20 4.20 R-19 F.C. INSUL 17.80 0.00 R-19 F.C. INSUL. 17.80 0.00 2 X 6 FRAMING 16 O.C. 000 7.14 2 X 6 FRAMING 24 O.C. 000 7.14 7/16 RATED SHEATHING 0.54 0.54 7/16 RATED SHEATHING 0.54 0.54 VINYL SIDING 087 087 VINYL SIDING 0.87 0.87 OUTSIDE AIR FILM 0.68 0.68 OUTSIDE AIR FILM 0.68 068 'R' VALUE 25.22 14.56 'R' VALUE 25.32 14.56 (.0397 • .90) + (0687 • .10) OVER ALL b' = 0.043 (.0397 ' .94) + (.0687 • .06) OVER ALL if = R041 OVER ALL 'R' = 24.15 OVER ALL 'R' = 24.58 R-0 INSUL AREA R-0 FRAME AREA R-0 NSUL AREA R-0 FRAME AREA INSIDE AIR FILM DEB 0.68 INSIDE AIR FILM 0.68 0.68 1/2' DRYWALL IL45 0.45 1/2- DRYWALL 0.45 0,45 THERMO FOIL SWR 4.20 420 THERMO FOIL SWB 4.20 4.20 R-19 F.C. INSUL 17.80 0.00 R-19 F.G. NSIA. 17.80 0,00 2 X 6 FRAMING 16 01 0.00 7.14 2 X 6 FRAMING 24 O.C. C.DO 7.14 7/16 RATED SHEATHING 0.54 054 7/16 RATED SHEATHING 054 054 VINYL SIDING 0.87 0.87 VINYL SIDING 0.87 OB7 3/4' PHENOLIC FOAM 5.40 540 3/4" PHENOLIC FOAM 140 5.40 OUTSIDE AIR FILM 068 0.68 OUTSIDE AIR FILM 068 0.68 'R' VALUE 31,75 19.96 'R' VALUE 31.75 1996 (0315 • .90) + (.DWI • .10) OVER ALL 'U' = 0.033 (.0315 • .94) + (.050 • 06) OVER ALL V = 0.035 OVER ALL 1R' = 30.57 OVER ALL 11' = 31.04 R-0 INSUL AREA R-0 FRAME AREA R-0 INSUL AREA R-0 FRAME AREA INSIDE AR FILM 061 0.61 INSIDE AIR FILM 0.61 061 1/2• DRYWALL 045 0.45 1/2• DRYWALL 0.45 0.45 R-19 F.G NSa. 19.00 0.00 R-19 F.G. INSUL. 19.00 0.00 2 X 6 FRAMING 16 O.0 000 7.14 2 X 6 FRAMING 24 O.C. ODD 7.14 OUTSIDE AIR FILM 0.61 0.61 OUTSIDE AR FILM 0.61 111 'R' VALUE 20.67 181 'R VALUE 20. 77 681 (D484' .90) + (.1135 • .10) DYER ALL "U' = DOSS (.0484• .94) + (A135 • .06) OVER ALL -U' = 6052 OVER ALL 'R' = 19,84 OVER ALL 'R' = 19.95 TYP. "U" VALUE CALC'S FLOORS R-0 INSA AREA R-0 FRAME AREA R-0 INSTIL AREA R-0 FRAME AREA INSIDE AIR FILM 032 0.92 INSIDE AR FILM 0.92 0.92 23/32 RATED SHEATHING 0.93 0.93 23/32 RATED SHEATHING 093 0.93 R-11 F.C, INSUL 11.00 0.00 R-19 F.G. INSUL 19,00 DOD 2 X 8 FRAMING 16 O.C. 0.00 9.06 2 X 8 FRAMING 16 Or- 000 9.06 OUTSIDE AIR FILM 0.92 0.92 OUTSIDE AIR FILM 0.92 0.92 1R' VALUE 7177- 1TU- 'R' VALUE -2F7i 11. (.0726 • .90) + (.0845 • .10) OVER ALL V = 0,074 (.0459 • .90) + (.0845 • .10) OVER ALL -U- = 0.050 OVER ALL "W - 13.34 OVER ALL'R' = 1961 ( NOT APPLICABLE TO PART 5 O N.YSE.C.CC ) R-0 INSUL AREA R-0 FRAME AREA R-0 NSUL AREA R-0 FRAME AREA INSIDE AR FILM 0.92 0.92 INSIDE AR FILM 0.92 092 23/32 RATED SHEATHING 0.93 093 23/32 RATED SHEATHING 093 093 R-30 F.G INSUL29.00 0.00 R-38 FA INSUL.36.50 000 2 X 8 FRAMING 16 O.C. 000 9.06 2 X 10 FRAMING 16 D.C. 0.00 1156 OUTSIDE AIR FILM 0.92 092 OUTSIDE AIR FILM 0.92 092 'R' VALUE TI.Tr Ir83- `R' VALUE -3nT 1�..61- 0315 • .90) + (.0045 • .10) OVER ALL iC = 0.038 (0255 , AD) + (.0735 • .10) OVER ALL 'a' = 0.030 OVER ALL 7 = 29.09 OVER ALL 'R' = 36.70 TYP. "U" VALUE CALC'S EXPOSED ROOF/CEILING R-01NSUL AREA R-0 FRAME AREA R-0 NSUL AREA R-0 FRAME AREA NS6K AIR FLU 0.61 0.61 INSIDE AIR FILM 0.61 0.61 1/2' DRYWALL 0.41 045 1/2' DRYWALL 0.45 045 R-30 F.C. INSUL 30.DO ODO R-30 FA INSUL. 30.00 000 2 X 6 FRAMING 16 GC C 000 7.14 2 % 6 FRAMING 24 O.C. 0.00 7.14 OUTSIZE AR FILM 0.61 0.61 OUTSIDE AIR FILM 0.61 0.61 VALUE 31.67 aB1 "R' VALUE 31.67 8.81 (.0316• .90) + (.1135 • .10) OVER ALL V = 0040 (.0316• .94)(.1135 • .06) OVER ALL 'U" = 0037 OVER ALL 'R' = 29,39 .+ OVER ALL 'R' : 30.30 R-O INSUL AREA R-0 FRAME AREA R-O INSUL AREA R-0 FRAME AREA N901 AR FILM 0.61 0.61 INSIDE AIR FILM 0.61 061 1/2' DRYWALL 0,45 0.45 1/2- DRYWALL 0.45 0.45 R-38 F.G. INSUL. 38.00 1900. R-38 FA INSUL. 38.00 19.00 2 X 6 FRAMING 16 O.C.0.00 7.14 2 X 6 FRAMING 24 O:C 0.00 7.14 OUTSIDE AR FLM 0.61 061 OUTSIDE AIR FILM 061 0.61 'R' VALUE -YET 7.81 'R" VALUE 39.67 27.81 (.0252• .90) + (.0360 • .10) OVER ALL V = 0.026 (.0252• .94) + (.0360 • .06) OVER ALL -U' = 0.025 OVER ALL 1R' - 3648 OVER ALL 'R'. = 38.95 R-0 INSOL AREA R-0 FRAME AREA R-0 INSUL AREA R-0 FRAME AREA INSIDE AR FILM 0.61 0,61 INSIDE AIR FILM 0,61 0.61 1/2- DRYWALL 0,45 0.45 1/2" DRYWALL 0A5 045 R-38 F.G. NSUL. 38.DO 1900 R-38 F.G. INSUL. 38.OD 19.DO 2 X 6 FRAMING 16 O.C. 0.00 7.14 2 X 6 FRAMING 24 O.C. DOD 7.14 OUTSIDE AIR FILM 0.61 OSI OUTSIDE AIR FILM 0.61 DO 'R' VALUE 39.6T 27781 'R' VALUE 3967 D81 (.0252- .90) + (.0360 ' .10) OVER ALL V - 0.026 (.0252• .94) + (.0360 • .06) OVER ALL "1r = 0.025 OVER ALL 1R' - 3a48 OVER ALL 'R* = 38.95 R-0 INSUL AREA R-0 FRAME AREA R-0 NSUL AREA R-0 FRAME AREA INSIDE AR FILM 0.61 O61 INSIDE AIR FILM 0.61 0," 1/2" DRYWALL 0.45 O45 1/2' DRYWALL 0.45 045 R-30 FOAM INSUL. 30.00 0.00 R-30 FOAM INSUL 3DDO 0.00 2 X 6 FRAMNC 16 O.0 0.00 7.14 2 X 6 FRAMING 24 01 0.00 7.14 OUTSIDE AIR FILM 061 061 OUTSIDE AIR FILM 0.61 0.61 'R' VALUE R67 wa1 'R' VALUE 31.67 fl81 (.03T6• .90) + (.1135 • .10) OVER ALL V - OD40 (.0316' .94) + (.1135 • DS) OVER ALL V = 0.037 OVER ALL 'R' = 29.38 OVER ALL 'R' = 30.30 R-0 NSA AREA R-0 FRAME AREA R-0 INSUL AREA R-0 FRAME AREA INSIDE AN FILM 0.61 0.61 INSIDE AIR FILM 011 0.61 1/2" DRYWALL 045 0.45 19 DRYWALL OAS OAS R-38 FOAM INSUL. 38,00 000 R-38 FOAM INSIL. 31100 ODD 2 X 6 FRAMING 16 D.C. O.OD 7.14 2 X 6 FRAMING 24 D.C. 0.00 7.14 OUTSIDE AIR FLY D61 0.61 OUTSIDE AIR FILM 0.61 06, 'R" VALUE 39,67 8811 •R" VALUE 39,67 a81 (.0252' .90) + (.036D • .10) OVER ALL 'U" = 0.026 (.0252' .94) + (.0360 • .06) OVER ALL -U- = 0.025 OVER ALL 'R' = 3148 OVER ALL 'R" - 38.95 2009 IRC and IECC Air Barrier and Insulation Checklist 3 Component Criteria Crawls ace Insulation on is permanently attached towalls. Walls Exposed earth in unvented crawlspaces is coveredwith Class I vapor retarder with overlapping ointta ed. Floors) Insulation is installed to maintain permanent contactwith underside of sub floor decking. Air trarrier is instal led atany exposed edge of insulation. Rim Joists Rim joists are insulated and incl udean air barrier. (insulation of 1stfloor joists is on -site by others). Walls Corners and headers are insulated if not solid construction). Juno n of foundation and sill plate is sealed. Windows and Doors Space between wi ndow/ doorjambs and framing is seared. Shower/Tub on Exterior Wall Showers and tubs on exterior walls have insulation and air barrier senarating them from the exteriorwall. Electrical/Phone box on Ext. wall Air barrier extends behind boxes or air sealed type boxes are installed. Common Wall Air barrier is instal led in common wall between dwelling units. Garage Saration Air seating is provided between the garage and conditioned spaces. Ceiling/Attic Air barrier in any dropped ceiling/ soffit is substantially aligned with insulation and any care sealed. Attic access, kneewall door,or drop down stair is sealed. Shafts, Penetrat Dns Duct shafts, Ulf ity penetrations, kneewalls and flue shafts opening to exterior or unconditioned space are sealed. Narrow Cavities Batts in narrow cavities are cutter fit, or narrow cavities arefilled by sprayed / blown insulation. HVAC Register Boots HVAC Register boots that penetrate building envelopeare sealed to sub floor ordrywall. Plumbing and Wi rin insulation is placed between outside and pipes. Battinsulation is cutto fit around wi rin R, Iumbin ors prayed bi own insu l ation extends beht nd i in awirin . Recessed fighting Recessed lightfixtures are airtight, IC rated, and sealed to drywall. Exception - fixtures in conditioned space. Fir lace Fireplarewalls include an air barrier. Air Barrierand Thermal Barrier Ext.thermal envelope insulation for framed walls is installed insubstantial contact and continuous alignment with the building envelope air barrier. Breaks or joints In the air barrier arefilled or repaired. Air ermeable insulation is not used as a sealing material. Air -permeable insulation is inside ofan air barrier. HVAC Post Construct.insp° Ducts, air handl ers,€ilter boxes and bui Idir3g cavities used as duds shall be sealed. Joints and seams shall be ma de airtiht. NOTES: 1. THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHER WISE SEALED PATH AN AIR BARRIER MATERIAL SUITABLE FILM OR SOLID MATERIAL I.I. ALL JOINTS, SEAMS AND PENETRATIONS 1.7 SITE -BUILT WINDOWS. DOORS AND SKYLIGHTS. 1.3. OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THOR RESPECTIVE JAMBS AND FRAMING. 1.4. UTILITY PENETRATIONS 1.5. DROPPED CEILING OR CHASES ADJACENT TO THE THERMAL ENVELOPE. 1.6. KNEE WALLS 1.7. WALLS AND CELING SEPARATING THE GARAGE FROM CONDITIONED SPACES I.B. BEHIND TUBS AND SHOWER ON EXTERIOR WALLS 1.9, COMMON WALL BETWEEN !DWELLING UNITS 1.10. ATTIC ACCESS OPENINGS 1.11. RIM JOISTS JUNCTIONS 1.17 OTHER SOURCES OF INFILTRATION. 2. THE BUILDING ENVELOPE AIR TIGHTNESS AND INSULATION INSTALLATION SHALL BE DEMONSTRATED TO COMPLY WITH ONE OF THE FOLLOWING OPTIONS OVEN BY SECTION N1102.4.2.1 AND N1102.4.22 21. TESTING OPTION: TESTED AIR LEAKAGE IS LESS THAN 7 ACH WHEN TESTED WTH A BLOWER DOOR AT A PRESSURE O 50 PASCALS (0.007 PSI). TESTING SHALL OCCUR AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS O THE BUILDING ENVELOPE, INCLUDING PENETRATIONS FOR UTILITIES, PWMDING, ELECTRICAL, VENTILATION AND COMBUSTION APPLIANCES. DIWRNC TESTING: V.I. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED 2.1.2. DAMPERS SHALL BE CLOSED, BUT NOT SEALED; INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACK DRAFT, AND RUE DAMPERS 21.3. INTERIOR DOORS SHALL BE OPEN 21.4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AN HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED 2.1.5. HEATING AND COOLING SYSTEMS SHALL BE TURNED OFF 21.6, HVAC DUCTS SHALL NOT BE SEALED 21.7. SUPPLY AND RETURN REGISTERS SHALL NO BE SEALED. 22 VISUAL INSPECTION OPTION: THE ITEMS LISTED IN THE AIR BARRIER AND INSULATION CHECKLIST ON THIS PAGE APPLICABLE TO THE METHOD OF CONSTRUCTION, ARE FIELD VERIFIED. WHERE REWIRED BY THE CODE OFFICIAL AN APPROVED PARTY INDEPENDENT FROM THE INSTALLER OF THE INSULATION, SHALL INSPECT THE AIR BARRIER AND INSULATION. PFS Corporation Northeast Region APPROVED H Raup - 3 7/11/II Approval limited to Factory Built Portion slate N OF Mq�sq�ti o MID E. G BILLINGSLEY 0 CIVIL t� No. a7769 `0 �\�FI S T ir��O��•�� BEEN 00mmmu©201i THIS DOCUMENT AND THE SUBJECT MAATTER CONTAINED HEREIN IS 11'ROPRIETARY AND MAY NOT E BE REPRODUCED WiTHOUTT THE WRITTEN PERWISSION OF 'LR9acy CCustom Modular Hon,am, LLC.' Co 0 Z U 17-11 w U) I \LU w(� O 0 j U m FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: INSUjLATION SCHEDULE RC1.2 WINDOW SCHEDULE CODE MANUF. CODE ROUGH OPENING MANUF. TYPE REMARKS 'U" AREA SO. FT. LIGHT SO. FT. VENT MAX. FUR. AREA kIR RIFBTR RATES EGRESS DP RATING A 20210 26 1/8'x37 1/4" SEVEN-D DOUBLE HUNG .35 6.8 4.2 2.1 85.0 .20 OP50 B 2032 26 1 'x41 1 4' SEVEN-D DOUBLE HUNG .35 7.5 4.8 2.4 93.8 .20 DP50 C 20310 26 1 'x49 1 4' SEVEN-D DOUBLE HUNG .35 8.9 5.9 3.0 111.3 .20 OP50 D 2048 26 1/3'x59 1 4' SEVEN-D DOUBLE HUNG .35 10.75 7.3 3.7 134.4 .20 DP50 E 24210 30 1 "x37 1 4' SEVEN-D DOUBLE HUNG .35 7.8 5.1 2.5 97.5 .20 DP50 F 2432 30 1 8'x41 1/4' SEVEN-D DOUBLE HUNG .35 8.6 5.8 2.8 107.5 .20 DP50 G 24310 301/8'x491/4' SEVEN-D DOUBLE HUNG .35 10.3 7.1 3.5 128.8 .20 DP50 H 28210 34 1 'x37 1 4" SEVEN-D DOUBLE HUNG .35 8.63 5.6 2.8 110.4 .20 DP50 1 2832 34 1 -x41 1 4- SEVEN-D DOUBLE HUNG .35 9.6 6.7 3.3 122.5 .20 DP50 J 28310 34 i 8"x49 1 4 SEVEN-D DOUBLE HUNG .35 11.7 8.3 4.1 146.3 .20 DP50 K 2848 34 1 'x59 1 4' SEVEN-D DOUBLE HUNG .35 14.0 10.3 5.1 175.0 .20 DP50 L 2852 34 1 'x65 1 4' SEVEN-D DOUBLE HUNG .35 15.5 11.5 5.8 193.8 .20 EGRESS DP50 M 2862 34 1 8'x77 1 4 SEVEN-D DOUBLE HUNG .35 18.3 13.8 7.0 228.8 .20 EGRESS DP50 N 30210 38 1 8"x37 1 4 SEVEN-D DOUBLE HUNG .35 9.86 6.7 3.3 123.3 .20 DP50 0 3032 38 1 8"x41 1 4" SEVEN-D DOUBLE HUNG .35 10.9 7.6 3.7 136.3 .20 DP50 P 30310 38 1 "x49 1 4" SEVEN-D DOUBLE HUNG .35 13.0 9.4 4.7 162.5 .20 OP50 O 3048 38 T 6'x59 1 4' SEVEN-D DOUBLE HUNG .35 15.7 11.7 5.8 196.3 .20 EGRESS DP50 R 3052 38 1 8'x65 1/4 SEVEN-D DOUBLE HUNG .35 17.3 13.0 6.5 216.3 .20 EGRESS DP50 S 3056 381/8"691 4" SEVEN-D DOUBLE HUNG .35 18.3 13.9 7.0 228.8 .20 EGRESS DP50 T 3062 3B 1 'x77 1 4' SEVEN-D DOUBLE HUNG .35 20.5 15.7 7.9 256.3 .20 EGRESS DP50 U 34310 42 1 "x49 1 4' SEVEN-D DOUBLE HUNG .35 14.4 10.6 5.2 180.0 .20 DP50 V 3448 42 1 1/4 8'x59 SEVEN-D DOUBLE HUNG .35 17.3 13.1 6.5 216.3 .20 EGRESS DP50 W 3452 42 1 'x65 1 4' SEVEN-D DOUBLE HUNG .35 19.1 14.7 7.3 239.8 .20 EGRESS DP50 X 3456 42 1 'x69 1 4- SEVEN-D DOUBLE HUNG .35 20.3 15.7 7.8 253.8 .20 EGRESS DP50 Y 3848 46 1 "x59 1 4' SEVEN-D DOUBLE HUNG .35 18.98 14.5 7.2 110.4 .20 EGRESS DP50 Z CTN24 30 1 8"x15 1 4- SEVEN-D CIRCLE TOP DH CTN24 .32 3.2 1.1 - - .01 DP50 AA CTN28 34 1 8"07 1 4' SEVEN-D CIRCLE TOP DH CTN28 - .32 4.1 1.6 - - .Ol DP50 BB CTN30 38 1 '09 1 4" SEVEN-D CIRCLE TOP DH CTN30 .32 5.1 2.2 - - .01 DP50 CC C23 481 2'x361 2' SEVEN-0 CASEMENT .37 12.3 8.5 7.9 - .Oi 01350 DO 8-4448-1 971 'x591 2' SEVEN-D PICTURE DHPW 1848-4448-154B .36 40.3 24.7 6.1 152.5 .01/.10 DP50 EE 45-BUM 97 1 4'x61 7 8- SEVEN-D BOW .36 41.8 23.6 8.8 220.0 .01 OP50 FF -4448-1 97 1 2'x60 1 4 SEVEN-D 30' BAY DH3D-4448-18 BAY .36 41.0 21.6 5.8 145.0 .01 .10 DP50 GG 5-4448-1 91"x60 1 4' SEVEN-D 45' BAY DH45-4448-18 BAY .36 38.2 21.3 5.8 145.0 .01 .10 DP50 HH 3035 301 '06- PHILIPS SINGLE HUNG .36 7.63 5.3 1.3 50.4 .15 DP50 II 1440 14 1 2"x40' PHILIPS SINGLE HUNG .36 4.03 2.3 1.3 50.4 .15 DP50 JJ 3658 36 1 'x58 7 8- PHILIPS SINGLE HUNG .36 14.92 11.6 5.8 186.5 .15 DP50 KK 1632 141 'x301 ' FOXLTE SKYLIGHT NOPERABLE RABLE .78 3.1 2.6 - O.OD - DIP LL 11648 141/2"x461/2' SKYLIGHT NOPERaE RABLE .76 4.7 4.1 - 0.00 - DPSO MM 2432 221 'x301 2' tF.�Tl SKYLIGHT NOPERABLE/WERAM .74 4.8 4.2 - 0.00 - DP51NN 2448 221 V.461 2' SKYLIGHT NOPERABLE RABLE .73 7.3 6.6 - 0.00 - DP50 WINDOW SCHEDULE CODE MANUF. CODE ROUGH OPENING MANUF. TYPE REMARKS 'U' AREA SO. FT. LIGHT SO. FT. VENT MAX.FLR.1INFOR AREA EGRESS DP RATING 3036 30 1 'x35 1 2' KINRO SINGLE HUNG .35 7,52 5.55 2.65 94.0 DP58 1440 14 1 'x40 1 " KINRO SINGLE HUNG .35 4.08 2.48 1.25 5LO DP58 361036 1 x10 1 2' KINRO FIXED .35 2.66 - - -7854 781 "x541 2' KINRO PICTURE .35 4.08 - - - 3660 36 1 'x60 i 2- KINRO SINGLE HUNG .35 29.71 12.20 6.01 191.8 . EGRESS DP58 1632 141/2'x301/2" SKYLIGHT NOPERAaE/OPERABLE .78 3.1 2.6 - 0.00 - DP50 1648 141 'x461 ' SKYLIGHT NOPERABE RABLE .76 4.7 4.1 - 0.00 - DP50 2432 221 'x301 2' SKYLIGHT NOPERAKE RA&E .74 4.8 4.2 - 0.00 - DP50 2448 221 "x461 2" VFOXLI SKYLIGHT NOPERABLE RABLE .73 7.3 6.6 - 0.00 - DP50 DOOR SCHEDULE OPEN SO. FT. SO. FT. IR INFILTR DP RATING SIZE ROUGH OPENING MANUF, TYPE REMARKS "U" AREA LIGHT VENT RATES 3068 38"x83" SHUSTER INSUL. CORE 6-PANEL EXT. PASSAGE .32 21.6 N/A 19.7 .04 DP55 3068 38"x83" SHUSTER INSUL. CORE 9-LITE EXT. PASSAGE .32 21.6 5.15 19.7 .04DP55 f23 3068 38"x83" SHUSTER INSUL. CORE 15-UTE EXT. PASSAGE .32 21.6 9.25 19.7 .04 DP55 4 3068 38"x83" SHUSTER INSUL. CORE OVAL EXT. PASSAGE .32 21.6 7.43 19.7 .04 DP55 5 3068 38"x83' SHUSTER INSUL. CORE FIRE RATED WDOD JAMB .32 21.6 N/A 19.7 .04 DP55 6 3068 38"x83" SHUSTER INSUL. CORE FIRE RATED STEEL JAMB .32 21.6 N/A 19.7 .04 DP55 7 3068 53 1 2'x83' SHUSTER INSUL. CORE SGL. SIDELITE .32 30.5 2.0 19.7 .04 DP55 8 3068 69"x83" SHUSTER INSUL. CORE DEL SIDELITE .32 39.3 4.0 19.7 .04 DP55 9 6068 72 3/4"x82 7/8' ANDERSEN S.G.D. PSIS SAFETY INSUL. GCS. .33 32.4 15.6 .18 DP55 10 6068 72"xB0" ANDERSEN SWING PATIO FRENCHWOOD .33 21.9 16.1 .18 DP55 11 606B 72"x76" KINRO S.G.D. NNYL .49 L40. 32.5 16.2 .06 DP55 12 6068 74 1/2"x80' PHILIPS ATRIUM 7060 SERIES .34 16.5 19.0 1.0 DP55 13 6068 71 7/8%80 1/8' 7-D S.G.D. MNYL .36 32.4 16.6 .10 DP55 14 8068 95 7/8'x8O 1/8' 7-D S.G.D. NNYL .36 153.35 44.8 23.3 .06 DP55 15 6068 72 1 4"xBO 1 2" PEACHTREE SWING - .26 140.39 22.12 11.06 .18 DP55 16 1366 17"x80 1 2" LIFETIME HOLLOW CORE INT. PASSAGE N/A N/A N/A N/A N/A DP55 17 2066 26"x80 1 2" LIFETIME HOLLOW CORE INT. PASSAGE _N/A N/A N A N A N/A DP55 18 2466 31 1 2" LIFETIME HOLLOW CORE INT. PASSAGE N A N/A N/A N/A N/A DP55 19 2666 32"x80 1 2" LIFETIME HOLLOW CORE INT. PASSAGE _N/A N/A N/A N/A DP55 20 3066 38"x80 i 2" LIFETIME HOLLOW CORE INT. PASSAGE N A N/A N/A N/A j DP5521 4066 50"x80 1 2" LIFETIME HOLLOW CORE 2 INT. PASSAGE N A N A N A N/A A DP55 22 4066 49'x80 1 2' LIFETIME HOLLOW CORE BY-PASS SLIDER N A N A N A N A A DP55 WINDOWS Ek' UhtA I tH l t:UUAL VALl MAT DC DUDA 1 I I V 1 Lou. WINDOW DPI PRESSURES NOTED ARE SUBJECT TO CHANGE AND MUST BE VERIRED BY WINDOW MFG APPROVALS •-------- -------'---- .... ... +... a.... : 18-4448-18 ____________". . CN235 ---CW15 oHlnlilmni. iil' JIM -moil III 7Nfl11 f� ..+.. ..+.. ..+.. .... C45 6068 slider 6068 dbl. PFS Corporation Northeast Region APPROVED H Raup - 3 7/11111 Approval limited to Factory Built Portion state kN OF �ss9cti o DAVID E. G BILLINGSLEY, 0 CIVIL -4 No. 47769 Cn \� 9F�1STIS o :� 0 oro 0O a,A- o-- r aa4�a >o�w o°S�z a z�C � Nzo¢ U �_� 1 z O� THESE DRAW1NG5 HAVE BEEN PREPARED BY (rrxolenconc.ca COPvRIGHT@2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Homes. Ll C/) z U - En O S'L Uj w� O � o U m s won' r Do g o 0 w U w U e on z oQ z a a� w w woo (n o F a r o - z a Z w we) aN oa� Of O Q U N d < 0) w O a U Q w a w V7 n mm� Q J U FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: DOOR & WINDOW SCHEDULE SHEET: � CMR-BTH EDITION r ' 7 J J 06/29/11 TYPE "A" UNITS (o) front Apgooch, Pun Side (D) Franl AppaocA, Puri Side MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS FIGURE 404.2.3.1 OF THE ICC/ANSI A117.1-2003 CHANGES IN FLOOR LEVELS a see -Re, 2 CARPET FLOOR SURFACES (a) MIT 302.2 0' THE ICC/ANSI MI7.1-2003 X 1 (D) BEVELED CHANGES IN LEVEL VERTICAL CHANCES IN LEVEL FIGURE 3033 a THE lcc/Ax9 A7.1-2003 i1GURE 301.2 OF ilE ICC/ANSI A,17.1-2003 A. f le • f N. M. •-( ---`, -I �� 1 11 I •18" MIN TO A FIXTURE J (a) Water Closet L-6.. ., (b) Parallel Approoch f ,J I I I 9IFN18- `-ag- fio' 16' MIN. YIN. (a) F—,d Approach (d) Po onel or Forward Approach WATER CLOSETS FIGURE 1004.11.3.1.2 OF THE ICC/ANSI A117.1-2003 TYPE'A" UNITS 4 I F O fio. ---- 16--16' MN. (a) Male Closet Location (b) WW— Clearance 18' L �JJ f (d) Woter Close[ Height `---- 61Y ---- YM. (c) Cleormce pith Lmt,y (Oxe'lop beeptim) WATER CLOSETS FIGURE 1003.11.7 OF THE ICC/ANSI A117.1-2003 bacx eoll 9 f € P • t Ln 4h S c61" we---- fio ---- -� .iln Sector MI6 MIN. (a) 36• II" YW.� YIN d' � I REAR WALL GRAB BAR FOR WATER CLOSET r611RE 6ol5.2 OF IHE ICC/ANSI A117A-2003 NIN. 12.7" .As WN. I'mn 602.1 �� SIDE WALL GRAB BAR FOR WATER CLOSET FIGURE 1104,51 OF THE ICC/ANSI A117.1-2003 fi Dart .ae Y F � fi 'g IaMory eol^MY^9 .Yn Seclron Iaa.n.3L1 481 (D) PARALLEL APPROACH BATHTUB FIGURE 1004.11.3.1.3.1 OF THE ICC/ANSI A117.1-2003 Da4 .aM sE L ----- fio.--- -� YW. FORWARD APPROACH BATHTUB FIGURE 1004.11.3.1.3.2 OF THE ICC/ANSI A117.1-2003 1 1 1'-Y 1' I.B' PERM R (a) C'rcule (b) (c) Nonciculor SIZE OF GRAB BARS FORK 509.2 OF THE MC/AM9 Allrl-2m3 b (a) Bebrr Crab Bar (b) AbM GOD Bar DISPENSER LOCATION FWK 601.1 OF THE ICC/ANSI AI17.1-2OT 4 I n, I m I l 1 (o) Clear Flow Space (b) Height LAVATORY FIGURE 1004,11.3.2.1 OF THE ICC/ANSI A117.1-2003 TRANSFER —TYPE SHOWER COMPARTMENT FIGURE 1004.11.3.1.3.3 OF THE ICC/ANSI A117.1-2003 bock wall E _ Dock wall EDO o- i h �____ _s ____o ___ 0 ' I P� length of tub length of tub (o) Wdhwt Permanent Seat (4) With Pemanent Seat CLEARANCE FOR BATHTUBS FIGURE 1003.11.8 OF THE ICC/ANSI A117.1-2003 Duct .MI E On ' �— I 60" 41M STANDARD ROLL —IN —TYPE SHOWER FIGURE 1003.11.9 OF THE ICC/ANSI A117.1-2003 U—SHAPED KITCHEN CLEARANCE FIGURE 1003.12.1.2 OF THE ICC/ANSI A117.1-2003 NON -HANDICAP BATH REQUIREMENTS I I I I wALt Loalorks 15• WATER CLo9ET is, WALL OR BIDET so NALI I I -EARANQ CLEARANCE Woler Closets MINIMUM FIXTURE CLEARANCES REF. FIGURE R307.1 RESIDENTIAL BUILDING CODE YIN. - U—SHAPED KITCHEN CLEARANCE FIGURE 1004.12.1.2 OF THE ICC/ANSI A117.1-2003 TURNING SPACES yy� 60' 60' '---- YIN,- C aJI No r3 s N y _ _ (a) ctor 2 • 36' 12 4 MI . YIN. (D) T-shaped SIZE OF TURNING SPACE ElCURE 3a.3 OF THE CC/ANSI A111.1-2003 O WALL '9, 30' 21" FRONT OF OPENING Shove PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Built Portion state µ0FM-'TO MID E. yG I3ILLI GGSLEY a CIVIL -4 No. 47769 o '0 o a r N ry U. a Q v - U a dw^r.,L7 Q 0 Z J F-I C7 O QyZJC N��w3 u l S 5 O O U� I� u THESE DRAWINGS HAVE BEEN PREPARED BY (WWW.glencoilc.com) GLENCO, INC. COPYRIGHT © 2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHO(T7 THE WRITTEN PERMISSION OF Legacy Custom Modular Homes, LLC.' CO 0 z F- U w C/) o� LLJ 0C/) U � U FILE: SO,FT.: STATE: TYPE: MODEL: DRAWING: ACCESSIBLE DETAILS SHEET: 1 06/29/11 EXTERIOR WALL ASSEMBLIES WOOD STUD NOM. 2x4 (min.)— * 16' O.C. MAX., LATERALLY BRACED BY WOOD STRUCTURAL PANEL SHEATHING AND EFFECTIVELY FIRE STOPPED AT TOP AND BOTTOM OF WALL. INTERIOR WALL ASSEMBLIES STOPPED AT TOP AND BOTTOM OF WALL. EXTERIOR SHEATHING MAY BE SHEATHED WITH (OPTIONAL) SHEATHING. WITH PLYWOOD, O.S.B. OR SEOTUM MAY 8E SHIM MINERALS AND FIBER WITH PLYWOOD OR BOARDS. MINERALS AND FIBER BOARDS. (OPTIONAL) 3 1/2- 4N THICKNESS OF GLASS C FIBER BATT INSULATION 5/8- GYPSUM WALLBOARD 4'-0- WIDE NAILED TO STUD AND BEARING PLATE O 7' O.C. WITH 6d CEMENT COATED NAILS (OPTIONAL) 3 1/2- MAX. 1 7/8- LONG BY .0915' SHANK THICKNESS OF FIBERGLASS OR DIAM., OR NO BUGLE HEAD BATT INSULATION DRYWALL SCREWS 18' LONG MAY BE USED AS AN ALT. METHOD. DESIGN NO. U356 ASSEMBLY RATING 1-HOUR EXTERIOR WALL EXT. CLADDING 5/8' GYP. SHEATHING 2z4 WOOD STUDS (min.) WALLBOARD EXTERIOR SIDE: ONE LAYER 48' WIDE 5/8' TYPE X GYPSUM SHEATHING APPLIED PARALLEL TO 2x4 (MIN.) WOOD STUDS 024' O.C. MAX WITH 1 r GALVANIZED ROOFING NAILS, 0.120' SHANK, h' OR 1/2' HEADS, 4' O.C. AT VERTICAL JOINTS AND 7' O.C. AT INTERMEDIATE STUDS & TOP & BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS. INTERIOR SIDE: ONE LAYER 5/8' TYPE X GYPSUM WALL BOARD, WATER-RESISTANT GYPSUM BACKING BOARD, OR GYPSUM BENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6d COATED NAILS, 1 7/8- LONG, 0.0915' SHANK, 1/4- HEADS, 7' O.C. (LOAD BEARING) - DESIGN NO. WP8105 ASSEMBLY RATING 1-HOUR EXTERIOR WALL EXT. CLADDING (2) LAYERS 5/8- TYPE 'X- GYPSUM SHEATHING 4.4 WOOD STUDS (min.) (2) LAYERS 5/8- TYPE 'X' GYPSUM WALLBOARD EXTERIOR SIDE: BASE LAYER 5/8' TYPE X GYPSUM SHEATHING APPLIED AT RIGHT ANGLES TO 20 WOOD STUDS 24' O.C. WITH 6d COATED NAILS, 1 7/8' LONG, 0.085' SHANK, 1/4' HEADS, 24' O.C. FACE LAYER 5/8' TYPE X GYPSUM WALL BOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO STUDS WITH Bd COATED NAILS, 2 3/8' LONG, 0.100' SHANK, 1/4' HEADS, 8' O.C. INTERIOR SIDE: BASE LAYER 5/8' TYPE X GYPSUM WALL BOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO 2x4 (MIN.) WOOD STUDS 24' O.C. WITH 6d COATED NAILS, 1 7/8' LONG, 0.085' SHANK, 1/4' HEADS, 24' O.C. FACE LAYER 5/8' TYPE X GYPSUM WALL BOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO STUDS WITH 8d COATED NAILS, 2 3/8' LONG, 0.100' SHANK, 1/4- HEADS, 8' O.C. JOINTS STAGGERED 24' EACH LAYER AND SIDE. (LOAD BEARING) ALL OUTER LAYER JOINTS COVERED WITH TAPE AND JOINT COMPOUND, ORE' OF CYP. VENEER PLASTER MAY BE APPLIED TO ENTIRE SURFACE OF CLASSIFIED VENEER BASE- BOARD AS AN ALTERNATE METHOD. 5/8- GYPSUM WALLBOARD 4'-0- WIDE NAILED TO STUD AND BEARING PLATE O 7' O.C. WITH 6d CEMENT COATED NAILS 1 7/8' LONG BY .0915- SHANK DIAM., OR NOS BUGLE HEAD DRYWALL SCREWS 18' LONG MAY BE USED AS AN ALT. METHOD. BEARING WALL DESIGN NO. U341 ASSEMBLY RATING 1—HOUR (2) LAYERS 5/8' TYPE 'X' GYP, WALLBOARD 2x4 WOOD STUDS (min.) (2) LAYERS 5/8' TYPE 'X' GYP. WALLBOARD BASE LAYER 5/B' TYPE X GYPSUM WALL BAORD OR VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE OF 2.4 (MIN.) WOOD STUDS 24' O.C. WITH 6d COATED NAILS, 1 7/8' LONG, 0.085' SHANK, 1/4' HEAD, 24' O.C. FACE LAYER 5/8' TYPE X GYPSUM WALL BOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE WITH SKI GATED ANILS 2 3/8- LONG, 0.100- SHANK, I' HEADS, 8' O.C. JOINTS STAGGERED 24' EACH LAYER AND SIDE, SOUND TESTED WITH STUDS 16' O.C. AND WITH ANILS FOR BASE LAYER SPACED 6' O.0 (LOAD BEARING) STD = 40 TO 44 DESIGN NO. WP4135 ASSEMBLY RATING 2-HOUR INTERIOR WALL 5/8' GYP. WALLBOARD 2z4 WOOD STUDS (min.) 5/8' GYP. WALLBOARD ONE LAYER 5/8' TYPE X GYPSUM WALL BAORD OR VENEER BASE APPLIED PARALLE OR AT RIGHT ANGLES TO EACH SIDE OF 2.4 (MIN.) WOOD STUDS 24- 0 , C, WITH 6d COATED NAILS, 1 7/8' LONG, 0.0915' SHANK, 1/4' HEAD, 7' O.C. JOINTS STAGGERED 24' ON OPPOSITE SIDES. (LOAD BEARING) STD = 35 TO 39 DESIGN NO. WP3510 ASSEMBLY RATING 1-HOUR INTERIOR WALL ONE LAYER 5/8' TYPE X GYPSUM WALL BAORD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2X4 WOOD STUDS 16' O.C. STAGGERED 8' D.0 ON 2.6 WOOD PLATES WITH 6d COATED NAILS, 1 7/8' LONG, 0.0915' SHANK, 1/4' HEADS, 7- O.C. JOINTS STAGGERED 24' ON OPPOSITE SIDES. HORIZONTAL BRACING REQUIRED AT MID HEIGHT. DESIGN NO. WP8415 DESIGN NO. WP3380 ASSEMBLY RATING 2-HOUR ASSEMBLY RATING 1-HOUR EXTERIOR WALL INTERIOR WALL TYPICAL BASEMENT TO ROOF DETAIL 1' AIR SPACE FIRE RETARDENT ROOF SHTG FIRE RETARDENT ROOF SHTG OR 5/8- TYPE X TYP OR 5 8- TYPE X TYP 48' FROM TENANT SEPARATION 48' FROM TENANT SEPARATION NO PENETRATIONS THRU ROOF THIS AREA NO PENETRATIONS MIN CLASS C THRU ROOF THIS AREA ROOFING INCLUDING RIDGE VENT INCLUDING RIDGE VENT TRUSS/RAFTER —T (2) t HR FIRE RATED WALLS CONTINUATION OFF FIRE STOP CEILING GYPSUM COMPRESSION STRIP (2) 1 HR FIRE RATED WALLS FIRE STOP CONTINUATION Of 2ND FUR. FLOOR FIRE SEPARATION I (�—(2) 1 HR FIRE CEILING GYPSUM ,I�IIIIW�71J'IIIIIL RATED WALLS LOOR TENANT SEPARATION WALL NOTES: 1. FIRE ASSEMBLIES USED BY THE MANUFACTURER ARE NOT LIMITED TO THE ASSEMBIES DETAILED ON THIS PAGE. ALTERNATE APPROVED DESIGNS MAY BE USED. 1.1. ALL FIRE RATED ASSEMBLIES TO BE DERIVED FROM ONE OF THE FOLLOWING: 1.2. UNDERWRITERS LABORATORIES 1.3. GYPSUM ASSOCIATED 1.4. ALTERNATE LISTED AGENCY 1.5. CALCULATED FIRE RESISTANCE METHODS PER IBC SECTION 721. 1.6. RESERVED 2. TWO FAMILY DWELLINGS - - - 2.1. INDIVIDUAL DWELLING UNITS WITHIN TWO-FAMILY DWELLINGS SHALL BE SEPARATED BY WALL AND/OR FLOOR ASSEMBLIES HAVING NOT LESS THAN 1 HOUR FIRE RESISTANCE RATING. FIRE RESISTANCE RATED FLOOR -CEILING AND WALL ASSEMBLIES SHALL EXTEND TO EXTERIOR WALL AND WALL ASSEMBLIES SHALL EXTEND TO THE UNDERSIDE OF THE ROOF SHEATHING UNLESS THE CEILING IS PROTECTED BY NOT LESS THAN 5/8' TYPE X GYPSUM BOARD AND AN ATTIC DRAFT STOP IS PROVIDED ALONG ABOVE AND ALONG THE WALL ASSEMBLY SEPARATING THE DWELLINGS. STRUCTURAL FRAMING SUPPORTING THE CEILING SHALL ALSO BE PROTECTED BY 1/2' GYPSUM BOARD MIN OR ITS EQUIVALENT. 2.2. RESERVED 2.3. WHEN FLOOR ASSEMBLIES ARE REQUIRED TO BE FIRE RESISTANCE RATED, THE CONSTRUCTION OF THE STRUCTURE SUPPORTING THAT ASSEMBLY SHALL BE RATED AT AN EQUAL OR GREATER FIRE RESISTANCE RATING. 3. FIRE -STOPPING - CONCEALED SPACED WITHIN A WALL, CEILING, PARTITION, FLOOR, STAIR, ATTIC OR CORNICE CONSTRUCTION, AND AROUND CHIMNEY,CABLE, WIRE PIPE AND DUCT OPENINGS IN SUCH CONSTRUCTION, SHALL BE FIRE -STOPPED OR FILLED WITH NON-COMBUSTIBLE MATERIAL, THAT MEETS ASTM E814 OR UL 1479. TO PREVENT THE PASSAGE OF FLAME, SMOKE, FUMES AND HOT GASES. 4. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL MAINTAIN THE RATED ASSEMBLY VALUE AS PROVIDED IN SECTION R317.2 AND MEET THE TESTING REQUIREMENTS OF ASTM E119. 5. PENETRATION THROUGH ASSEMBLIES MEMBRANES FOR STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16 SQUARE INCHES IN AREA ARE PERMITTED PROVIDED THE TOTAL AREA OF SUCH OPENINGS DOES NOT EXCEED 100 SQUARE INCHES FOR ANY 100 SO FT OF WALL AREA. OUTLET BOXES ON OPPOSITE SIDE OF THE WALL SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24'. 6. GARAGES IN OR ATTACHED TO ONE AND TWO FAMILY DWELLINGS SHALL BE SEPARATED FROM THE LIVING SPACE. ENTRANCES FROM GARAGE TO BATHROOMS OR BEDROOMS IS NOT PERMITTED. SEE DETAIL ABOVE. 7. FIREPLACES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND STATE AND LOCAL CODES, FRAMING MEMBERS SHALL HAVE A MIN 2' CLEARANCE AROUND THE FLUE PIPE. B. AIR INFILTRATION BARRIERS ARE REWIRED IN COMMON WALLS BETWEEN DWELLING UNITS. PPS Corporation Northeast Region APPROVED H Raup - 3 7111111 Approval limited to Factory Bulk Portion ,a 0F kgssq°ti /o DAVID E. BILLINGSLEY �°, CIVIL w No. 47769 / S T SQF���k'� 9/11 o � Q m N ° ^ M 7 x>�^w o: zv��0 e?o¢3 U LTax9 3 O Y O : f 0 THESE BRAWNGS HAVE BEEN PREPARED BY (—glencoinc.mm) GLENCO, INC. 00PYRIOW ©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Homes, LLC.' �C/) V z Q r � w co of EL L3.J w 0 U) o U M U 0] FILE: SO. FT.: STATE: TYPE: MODEL: DRAWING: FIRE ASSEMBLY DETAILS SHEET: CMR BTH EDITION 17 FLOOR/CEILING ASSEMBLY ROOF/CEILING ASSEMBLY HEAT DUCT PENETRATIONS WOOD JLXSTS NOV. 2X10 AXB INT T&G PLYWOOD WITH EXTERIOR GLUE. INSTALLED PERPENDICULAR TO O 2'-0' O.C. MAX.. FIRE -STOPPED. JOISTS WITH ENDS CENTERED OVER JOISTS AND STAGGERED, SECURED BY 6d RING SHANK NAILS, OR STAPLES WITH AN EQUAL OR GREATER WITHDRAW AND LATERAL 2.10 SOLID BLOCKING RESISTANCE STRENGTH MAY BE USED AS AN ALTERNATE FLOOR SHEATHING ALSO 70 BE SECURED WITH CONSTRUCTION ADHESIVE. RETURN AIR OPENING (OPTIONAL) 3 5/B" MAX. THICKNESS GLASS OR MINERAL FIBER FACED OR 28 OR CALV STE)L REFERENCE UN -FACED BATT. FRICTION FITTED RESIDENTIAL CODE TABLE 3ETWEEN JOISTS. FACED BATTS TO BE SECURED WITH STAPLES O 12" O.C. _ M1601.1.1(2) SPACING COMBINED SUPPORT/FIRESTOP 2ND FLOOR DUCT _______________________________________._______.________________ CLC. JSTS, NOR, 2W6 O 2'-0' O.C. MIN 26 GA GALV STEEL MAX. BRIDGED LATERALLY WITH (2) LAYERS 5/6' TYPE Y INSTALLED ON TOP SOLID BLOCKING o 7'-0" O.C. MAX GYPSUM WALLBOARD OF 2ND STORY FLOOR 1' MINIMUM CLEARANCE DUCT TO FRAMING MEMBERS 5/8- TYPE 'C' GYPSUM BOARD (OR LATH)INSTALLED WITH LONG COMBINED SUPPO IT TST FLOOR DUCT SIDE P P p ER ENDICULAR TO CLG. JST. AND FASTENED WITH 16' BASE LAYER ! TYPE X GYPSUM WALL BOARD APPLIED AT RIGHT ANGLES TO MIN 26 GA GALV STEEL LONG 6d CEMENT -COATED NAILS O 7' O.C. ON CEILING AND 12' 2.10 WOOD JOISTS 2A" O.C. WTH 1 1" TYPE 'W OR 'S" DRYWALL SCREWS INSTALLED ON TOP O.C. ON TOP OF RAFTERS OR, NO. 6 BUGLE HEAD SCREWS 1 7/8' 24' O.C. FACE LAYER (OPTIONAL) RAFTERS MAY BE SHEATHED LONG MAY BE USED AS AN ALTERNATE METHOD. JOINTS MAY BE 1• TYPE X GYPSUM WALL BAARD OR GYPSUM VENEER OF 1ST STORY FLOOR WITH PLYWOOD, GYPSUM WALLBOARD - EITHER EXPOSED OR COVERED WITH JOINT SYSTEM. AS AN OPTION BASE APPLIED AT RIGHT ANGLES TO JOISTS WITH 1 C TYPE 'S' DRAYWALL SAME AS UNDERSIDE OR MINERAL AND 3/32' OF GYPSUM VENEER PLASTER MAY BE APPLIED TO ENTIRE SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOISTS AND 1 r TYPE *G' FIBER BOARDS WHEN PLYWOOD SHEATHING SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. DRYWALL SCREWS 12' O.C. PLACED 2' BACK ON EITHER SIDE OF ENO JOINTS IS USED SOLID BLOCKING FOR RAFTERS JOINTS OFFSET 2A' FIN BASE LAYER JOINTS. WOOD JOISTS SUPPORTING 1' ON -SITE BY BUILDER MAY BE OMITTED. DESGN NO LW9 PLYWOOD WTH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO JOISTS WTH 8d ASSEMBLY RATING -HOUR NAILS RESISTANTE CEA RORECTIONOVERFORM WOOD CEILING INCLUDING TRUSSES. (UNRESTRAINED) RETURN AIR PLENUM TWO STORY MODELS DESIGN NO. RC2601 ASSEMBLY RATING 1-HOUR PENETRATIONS THROUGH FLOOR/CEILING ASSEMBLY PLUMBING PENETRATIONS COMMON STAIR PROTECTION FWCONG VATERML(WI) FOW1 BACKER ROD FNMLY PACKED INTO OPENING N PLYND00 ROOK AS A PERMANENT rm, FMCNING VATE"M TO BE RECESSED FROM TOP MRFACE OF SUBFIDOR AS REQWTD TO MCONODATE ME REQWTp MICNNESS OF FILL MATMAL 4'WB'W23/32" MIN MT T&C PLYWOOD — LTG JSTS, NOM. 2.6 O 2'-0' OC, MAX. BRIDGED LATERALLY WITH SCYUO BLOCKING O 7'-0" O.C. MAX. ® 2'-0" 2.1 IN OR CAVITY WTRML-EAMX- Mx 1/2" MESS OF FILL MATRML APPLE; WTIW1 A RVIUS. H MTH TOP SURFACE OF SUBFLOOR. ADODDNAL "FERAL TO BE INSTALLED SUCH THAT A YM UM Di FORMED ARa1ND THE PPE/ 9 fftooR, I COLLAR AND CQEAR/ WALLBOARD INTERFACES LAPPING 3/4" BEYOND ME PIEPHERY M THE OPENING HOOD JOISTS NON. 2.10 O Y-0' O.C. MAX.. FIRE -STOPPED r 2.10 SOLD BLOCKING 5/6" TYPE 'C' GYPSUM BDARD -A FEU M OR GW1Y NAT oU-CAMK- YIN I/2" WRAP SW/SIEEL CQLM-ORESTOP NICE EHA L BE NsTAUED IN THICKNESS OF FILL MATERIAL APPLIED IRMIN µRULUS, ACCORDANCE WM THE MANUFACTURERS NSTDICIIWS OEYICE VAMPED MOUND FUM'M lop SURFACE OF SIRFLOOR. ADDIT IO NAL OE RPE µD SECURED BY USING ME ATTACHED ROSE CLAW. DEMCE AD ML MATERI& TO RE INSTALLED SUCH My A MIN DOING ME RPE UN11L II BUTTS TO THE BOTTOM a ME GERI G ANCHOR BQ1S 1/Y COLOUR 6 FORMED MOUND ME PIPE/ SUBFUXR. To BE WILD WM EWRY OTHER AIACIDR iM -'x (2). DEVICE SECURED TO PPE/ LQWt µ0 CQWt/ WNLBOMD INTERFACES CEMxG'M YM i/Y MA. BT 1 IR' LONG STEEL NQ1ON AIVl µtlgRS AND LAPPING 3/4' BEYOND THE RENCAY OF TIE OPENING LUNG WIN 1 1/2' DM STEL FENDER WASHERS TREMSTOP-D OR OR a EQUAL VALUE. DESIGN NO. F-C-2135 ASSEMBLY RATING 1-HOUR (UNRESTRAINED) DESIGN NO. F-C-2137 ASSEMBLY RATING 1-HOUR (UNRESTRAINED) -0' O.C. WITH D.C. MAX. ACES ASSEMBLY. OR OI—ED FIE uuLK AT Horn I>Exc'Anax OWB .UE ."NO APPROVED CHQKNG F'E CQUR ED CDLMG PExCWAigxS PLIASM RE STOP sag (2) LAYERS 5/6' Try TYPE-X GYPSUM FILL WXO AROUND ALL RIs 1H Go OR OMR APPIrovEO GYP COMP MATENKS PER As. E D9 PLU BINO FFE STOP PFS Corporation Is Northeast Region APPROVED H Raup-3 7/11/11 Approval Bmded to Factory BuiR Portion % TYPE X GYPSUM WALLBOARD EACH SIDE WOOD STUDS 16' O.C. NAILED IYTR _ I%' LONG, QOB6' SHANK, y' DIAMETER HEAD Y O.C. (LOAD BEARING) UNDERWRITERS LABORATORIES U317 State Opprovol stompe 1/2" TYPE X GYPSUM WALLBOARD 2X4 sTuos o 16' o.c. PV1'a OF JllgArS c 9 DAVID E. yG BILLINGSLEY 0 CIVIL -4 No. 47769 co DESIGN NO. U317 (� �� 9��'YISTE4�O ASSEMBLY RATING 3/4-HOUR \ 6_1__ o r p N N U o^M_,>' P4<4 U 5C'M V Q x>p^� D0��Z �zzx� vixLQ1.3 N [+2 CL u V � Q W s ►4 a OBE f —d U THESE DRAWINGS HAVE BEEN PNREPAREO DY ( glencoilK.com) ra FNCO, INC. 000PYRIObp ©20011 THIS DOCUMENT AND THE `-SUBJECT MATTER CONTAINED tHEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Homes, LLC,' 06/29/11 I GARAGE VERTICAL & HORIZONTAL SEPERATION DETAIL 'IN GARAGE VERTICAL SEPERATION GARAGE EXTERIOR SUPPORT WALL DETAIL "B' DETAIL "C' 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY IN TO A ROOM USED FOR SLEEPING PURPOSES _U SHALL NOT BE PERMITTED. OTHER OPENINGS —�--� LIVING SPACE BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID DOORS OR HONEYCOMB ASSEMBLY MUST BE ORA HORIZONTAL 6NTAL FROM CORE STEEL DOORS NOT LESS THEN 1/ THICK Fl.Ogt ro ROOF DEOONG OR A MCAiIZONTAL 11 ASSEMBLY WILL BE REWRED. E' LIVING ArnC 3 SPACE 6 OVER THE GARADE SPACE W GYPSUM B ro BE UNDER T ro THE CBIING �L-r OR 20 MIN. RATED. UNDER THE LIVING SPACE. TE CAR.1fE 9NNL B[ SFPNUim rRDY IlMllf 9PACF Asolc er NOT tEss TEN sib' 1YPE b crPsw eoum LIVING AREA IPPIIEa m CAWAE STE TE S99NmWE Ma BY NOT1j!' DQU 4- GW9M "ON9 pt EOUVN➢li. TI9DNIArE EL 9ULL9E SfPAMim PR9M AND TE uM+c SPADE ATIIC 4Y NOi IEE TEN TA9It aIPSEM eo!TD APPIED m cARACE s9E 1E EW[E 1/2' TYPE X GYPSUM FUR OF LMNG SPACE G�RPORTA�OR CARPORT AAWDWD MDN COItA1516E NAT _ IF USm FOR PN9a"a AUTaMoem OR W s SI, LL 9E 30RD TO 2. STUDS T GARAGE / CAW= A MIN. OF 1HR AND LIVING SPACES 9RAN OR TOWARD "'m ENTRY DOeRYIAY P, S "o" RmR.I OR RSD9.t DWELLM 8t3'AR4710N BETWEEN GARAGES ABOVE REQUIRED 2. STUDS 0 16' O.C. SEE DETAIL R TWO S -NT OR 1/2' TYPE X GYPSUM WALLBOARD PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Bulk Portion state approval stampe OF A44,yo o� D"I D BILLINGSLEY 0 CIVIL No. 477ss A I STEQ�����Q� o � 0�W o 0 o_-4 .alaMvQ >C, 00"z z-no tiNziGU oz �waw3 U U -� Q Liz k 3 z�= o� --1 u THESE DRAWINGS HAVE BEEN PREPARED BY (—glencomc.com) GLENCO, INC. THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN E PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Homes, LLC.' CD z U w c O a W o c/) � � I U a FILE: SQ.FT.: STATE: TYPE: MODEL: DRAWING: GARAGE FIRE ASSEMBLY DETAILS SHEET: 7 B . 2 2DO61RC L 2009 IRC IRC 2009 TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS OFSCBIP10N OF BUILDING ELEMENTS NUMBERANDTYPE DF FASTENERa SPACING OF FASTENER$ Roof i Plodding between joists or rafters totopplate, toe nail 3-8d(2'/z"x0-113") - 2 ceiling joiststo plate, toe nail 3-8d(2'/2"x alli") - 3 ceikngjoistnotattadtedtoparallelrafter. lapsover partitions, face nail 3-1Od(3"x O.128") - 4 Collar tie to rafter, face nail,orfA"x2O age rid estrap 3-1Od(3"x O.128") - 5 Rafterto plate, toe nail 2-16d(3'/z"xa135") - 6 Roofrafterstoridge, valley orho rafters:-- toenail _. _.. facenail 4-16d(3'/z"xa 135")._ 316d(3`h"x0.135") - Iwall 7 Buth-up corner Studs 10d(3'' x 0.128") 24"o.c 8 Built-up header, two pieces with//'spacer 1Gd(3'/2"x01351 IS" o.c along each edge 9 Conti nued header, two pi eves 16d(3'/,"xa135") 16' o.c along each edge 10 Conti nuous headerto stud, toe nail 4-8d(2z/2"x 0.113") ii Double studs, face nai l 1Dd(3"x O.128'1 24"0.c 12 Double top plates, face nail M(3"x0-1&'} 24"0.c 13 Double topplates, miremum48-inchoffsetofendioints, face nail in lapped area 8-36d(3`/2"x0135") - 14 Sole plate to joist or blocking, face nail 16d(3'r,"xa335") 16'o.c 15 sole plate to joist or blocking at braced wall panels 316d(3/,"x0135") 16"o.c is Stueltosoleptate,toenail 3 8d (2'/2"x 0.113") Or 2-16d(3'/,"xO.135") 17 Topor sole plate to stud, end nail 2-16d(3'/,"x0.135") 2-lOd (3"x a128") - 18 Top Dlates, laps at mmersand intersections, fare nail - 19 1' brace to each stud and plate, face nail 2-8d (21/2" x 11113"1 2 staples,1%' 23 Yx6"sheathtngtoeach bearing,facenail 2-8d (2'/," x al13") 2stapies,e/,' 21 1"x8"sheathingto each bearing, face nail 2-8d (2'/," x 0113") 3stapies, lz/, - 22 Widerthan 1"x8"sheathing to each bearing, face nail 4staples, 3'/a" 23 Joist to sit l or girder, toe nai l 38d(2'/2"x 0.113'7 24 2"x6'subfloor orlessto each joist, fact nail 2-8d (2'/2" x 01t3" ) 2 staples, 1'/e" 25 2' subfloorto joist or girder, bl i nd and f ace nail 2-16d(3'/z"x0139') 26 Rimjoisttomp pat -,hoe nail(roefapplicationsalse) Sd(2'/2"x0.113") 27 2" planks (plank and beamfloor&roof) 2-16d(3%"x0-135"j 23 Buih-up girde m and beams, 24wh lumber layers 10d(3"x 0.128") 29 Ledger strip supporting joists or rafters 3-16d(31/,"x0,1357 IRC2009 TABLE R602.3(i)-continued FASTENER SCHEPULE FOR STRUCTURAL MEMBERS SPACING OF FASTENERS Intense diate DESCRIPTION OF BUILDING Edges supporti ` ITEM MATERIALS DESCRIPTION OF FASTENER'" inchesl (inches) wood structural panels, subfloor, roof and wall she athi ng to framing, and particleboard wall sheathing to framing 6d common (2' xO.113") nail (subfloor, 30 '/a"-'/z wall)' 6 12 Bd common (2'/," x 1131") nail (roof) 6d common (2' xO.113") nail (subfloor, 31 2 wall) 6 it 8d common (2'/," x 0.131") nail (roof)' 32 "/„"-r 8d common nai 1(2'/2"x0.131") 6 it 10d common(3" x 0. 145') nail or 6 12 erl (2 /," x0.131") deformed nail Otherwall sheathing` '/," galvanized roofing nail,7/16" crown 34 '/,"StNCtUfalcellulosic orl"crownstaplel6ga.,1'/,"long 3 6 fiberboard sheathing 13/," galvanized roofing nail, 7/16" 35 rs/„"strutturalcellulosic crown or 1" crown staple 16 ga.,1%/ 3 6 fiberboard sheathing long 1'/," galvanized roofing nail; stapl e 36 '/," gypsum sheathing" galvanized, l'/,"long; l'/, screws, Type 7 7 worn 1'/," galvanized roofing nail; staple 37 '/,"gypsum sheathing" galvanized, 1s/a long; 1%screws, Type 7 7 wor5 wood structural panels, combination subfloor underlayment to framing 6d deformed (2' x a120") nail or 38 '/," and less ed common (2'/2" x 0.]31")nail 6 12 _ Sdcommon(2'/,'x0.131 )sailor 6 12 39 '!a"-1" ._...... Ed deformed(2%" x 0.120") sad___. lOd common (3" x0.148") nail or 40 2 " 1 ! 1 /," a - "x 0.121P nail Sd deformed (2'/z ) 6 12 _ ateadibearing 'For Sl:linch•25.4mm,afoot=3fK8 mm, Imile per hour-a447m/s; iksi=6.8951VPa. . Nail each layer mfoliows. _. 32"o.C. at top and bottom !a.All nails are smooth -common, box or deformed shanks exce pt where otherwise stated. Nails usedfor and staggered. Two nails !framing and sheathingconnections shall have minimum average bending yield strengthsasshown:SOksi at ends and ateach splice. forshank diameter of 0.192 inch (20d common nail), 90ksi for shank diameters largerthan0.142 inch but At eachjotst«rafter notlargerthan0.177inch,and100kslforshankdiametersof0.142inchorless. _.. .._. ,b. Staples are 16gage wire and have a minimum'l-inch on diameter crown width. :c Nailsshall be spacedat not morethan 6 inches oncenterat all supportswhere spans are 48inchesor ;greater. d.Four-footbyt3footor4-footby9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R6023(2). f. For regi ons having basic wind speed of 110 mph or greate r, 8d deformed (2'/, " x 0.120) n ails shal I be ' used for attaching plywood and wood structural panel roof she athi rig to framing within minimum 49 inch ' di stance from gable e nd walls, if mean roof he ight is more than 2S feet, up to 35 fe et maximum. _. g. For regions having basic wind speed of 10Dmph or less, nails for attaching wood structural panel roof isheathing to gable end wall framing shall be spaced 6iriches on center. when basic wind speed is greater', ,,than 100 mph, nai Is for attaching pane roof sheathing to intermediate supports shall be spaced 6inches on center for minimum 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to '.gable end wall framing. h. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. 'Fiberboard sheathing shall conform toeithefASTMC208. `i. spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing ;members and require blocking and at all floor perimeters only. Spacing of fasteners on roof sheathing 'panel edges appliesto panel edges supported byframing members and require blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as re quired by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. _._ __.. __ _...... _.-.. ._.. NOTES: 1. USE OF TABLE R602.3(1) FASTENING SCHEDULE LIMITED TO THE FOLLOWING CRITERIA: 1.1. WIND SPEEDS LESS THAN OR EQUAL TO 90 MPH EXPOSURE B 1.2. SEISMIC CATEGORIES A, B, C, & D1 1.3. STRUCTURE MEETS THE BRACED WALL CRITERIA OF 2009 IRC SECTION 602.10 1.4. ROOF PITCH IS 5:12 OR GREATER 1.5. ROOF SPAN IS 32 FT AND LESS OR 1.6. THE NET UPLIFT VALUE AT THE TOP OF A WALL DOES NOT EXCEED 100 PLF. 2. WHERE THE NET UPLIFT VALUE AT THE TOP OF A WALL EXCEEDS 100 PLF, APPROVED UPLIFT CONNECTORS SHALL BE INSTALLED TO PROVIDE A CONTINUOUS LOAD PATH FROM THE TOP OF THE WALL TO THE FOUNDATION. SEE CALCULATIONS MANUAL SECTION 10. 3. SEE PIGS 12J-12L FOR ALTERNATE OR ADDITIONAL FASTENING THAT MAY BE REQUIRED. 4. FASTENERS AND CONNECTORS OF EQUAL OR GREATER CAPACITIES MAY BE SUBSTITUTED. 5. STRUCTURES TO BE BUILT FOR LOCATIONS WITH CRITERIA OUTSIDE THAT LISTED FOR WIND ZONES OR SEISMIC CATEGORIES MUST BE INDIVIDUALLY DESIGNED PER SPECIFIC FLOOR PLAN TO RESIST WIND AND SEISMIC FORCES. '6. BEAM SPLICES MAY NOT OCCUR IN CLEAR SPANS. SPLICES MUST BE LOCATED OVER BEARING POINTS. 7. FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE -TREATED WOOD AND FIRE RETARDANT -TREATED WOOD SHALL COMPLY WITH SECTION R317.3 8. SEE SECTION R703.11.2 FOR VINYL SIDING INSTALLATION FASTENING OVER FOAM PLASTIC SHEATHING. O o d >: M05 o0 a ¢0w�o �zOQ� N L214�� L U� 3 .a, e S 2 o7� $E DRAWINGS HAVE BEEN RED BY (wv.glenconc.com) GL.ENCOI INC. C0PYRIIQHT ©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modulor Homes, LUC.' r) 0 z r= U Q O U) LU w � C0 o U m ITS Corporation Northeast Region APPROVED H Raup-3 7111/11 Approval limited to Factory Built Portion stele FILE: N OF Mgss� SO.FT.: his STATE: r DAVID E. G TYPE:BILLINGSLEY ML CIVIL "1 MODEL: � O No. 47769 DRAWING: FASTENING NAl r�SCHEDULE 2a99TIRC 18.3 06/29/11 IRC 2009TABLE R602.3(2) ALTERNATE ATTACHMENTS NOMINALMATERIAL THICKNESS (inches) DESCRIPTION"OF FASTENER AND LENGTH (inches) SPACING'OFFASTENERS Edges (inches) I Intermediate supports (inches) Wood structural panels subflooy roof and wall sheathing to framing and particleboard wall sheathing to framing, up to Staple 15ga.1'/4 4 8 0.097-0.099Nail 2/4 3 6 Staple 16ga.1'/4 3 6 19/32and s/s 0.113 Nail 2 3 6 Staple 15and 16ga.2 4 8 0.097- 0.099 Nail 2'/4 4 8 23 and 3 /., 32 Staple 14ga.2 4 8 Staple SS a.13 4 3 6 0.097-0.099Nail7` 4 8 Staple 16ga.2 4 8 1 Staple 14ga.21/4 4 8 0.113Nail 2'/4 3 6 Staple 15ga.21/4 4 8 0.097-0.099Nail 2% 4 8 NOMINAL MATERIAL THICKNESS (inches) DESCRIPTION"' OF FASTENER AND LENGTH I (inches) SPACING'OFFASTENERS Edges (inches) Bodyofpaneld (inches) Floor undedayment; plywood-hardboard-partideboard' Plywood '/.,ands/tb 11/4 ring or screw shank nail -minimum 3 6 121/2 ga. (0.099") shank diameter Staple 18 ga., 7 /s, 3 /1( crown width 2 5 "h2, 3/9, is/32, and 1/2 11/4 ring orscrew shank nail -minimum 6 8e 12'/2 ga. (0.099") shank diameter 713i s/e.23/a2 and3/4 1'/2 ring or screw shank nail -minimum 6 8 121/2ga. (0.099") shank diameter Staple 16ga.1'/2 6 8 Hardboard' 0.200 1'/2long ring -grooved underlayment nail 6 6 4d cement -coated sinker nail 6 6 Staple 18ga., 2/B long (plastic coated) 3 6 Particleboard 1/4 4d ring -grooved undedayment nail 3 6 Staple l8ga.,2/along,3/16crown 3 6 318 6d ring -grooved underlayment nail 6 10 Staple 16 ga., 1'/3long, 3/8 crown 3 6 t/2•s/e 6d ring -grooved underlayment nail 6 10 Staple 16ga.,1s/Blong, 3/BCrown 3 6 For SI:1inch =25.4mm. a. Nail is a eneral description and maybe T head,m_odified round head or round h_a d. b. Staples shall have a minimum crown width of/26-Inch on diameter except as noted. c- Nails or staples shall be spaced at not more than 6 inches on centerat all supports where spans are 48 inches or greater. Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors d. Fasteners shall be placed in a grid pattern throughout the body of the panel. e. For S ply panels, intermediate nails shall be spaced not more than 12 inches on center each way f. Hardboard underlayment shall conform to ANSI/AHA A135.4. AN ALTERNATE FASTENING APPLICATION OF GYPSUMBOARD TO CEILING JOISTS IS VORAMER MB 3009 TWO PART POLYURETHANE ADHESIVE MANUFACTURED BY DOW CHEMICAL COMPANY. NOTES: 1. USE OF TABLE R602.3(1) FASTENING SCHEDULE LIMITED TO THE FOLLOWING CRITERIA: 1.1. WIND SPEEDS LESS THAN OR EQUAL TO 99 MPH EXPOSURE C 1.2. SEISMIC CATEGORIES A, B, C, & D1 1.3. STRUCTURE MEETS THE BRACED WALL CRITERIA OF 2009 IRC SECTION 602.10 1.4. ROOF PITCH IS 5:12 OR GREATER 1.5. ROOF SPAN IS 32 FT AND LESS OR 1.6. THE NET UPLIFT VALUE AT THE TOP OF A WALL DOES NOT EXCEED 100 PLF. 2. WHERE THE NET UPLIFT VALUE AT THE TOP OF A WALL EXCEEDS 100 PLF, APPROVED UPLIFT CONNECTORS SHALL BE INSTALLED TO PROVIDE A CONTINUOUS LOAD PATH FROM THE TOP OF THE WALL TO THE FOUNDATION. SEE CALCULATIONS MANUAL SECTION 10. 3. SEE PGS 12J-12L FOR ALTERNATE OR ADDITIONAL FASTENING THAT MAY BE REQUIRED. 4. FASTENERS AND CONNECTORS OF EQUAL OR GREATER CAPACITIES MAY BE SUBSTITUTED. 5. STRUCTURES TO BE BUILT FOR LOCATIONS WITH CRITERIA OUTSIDE THAT LISTED FOR WIND ZONES OR SEISMIC CATEGORIES MUST BE INDIVIDUALLY DESIGNED PER SPECIFIC FLOOR PLAN TO RESIST WIND AND SEISMIC FORCES. 6. BEAM SPLICES MAY NOT OCCUR IN CLEAR SPANS. SPLICES MUST BE LOCATED OVER BEARING POINTS;. TABLE R702-3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD THICKNESS OF GYPSUM BOARD (inches) APPLICATION ORIENTATION OF GYPSUM BOARD TO FRAMING MAXIMUM SPACING OF FRAMING finches o.c.) MAXIMUM SPACING OF FASTENERS Nails" Screws" SIZE OF NAILS FOR APPLICATION TO WOOD FRAMING" Application without adhesive Bra Ceilingd Perpendicular 16 7 12 13 gage, I%" long, 19/64. head; 0,098" diameter, I%" long, annular -ringed; or 4d cooler nail, 0.080" diameter, 13/B"long, 7/32 head. Wall Eitherdirection 16 8 16 1/2 Ceiling Etherdirection 16 7 12 13 gage, 13/B" long, 19/s," head; 0.098" diameter, 1%" long, annular ringed, 5d cooler nail, 0.086" diameter, 15/8" long, 151s4" head; or gypsum board nail, 0.086" diameter, 15/B" long, 9/3P head. Ceilingd Perpendicular 24 7 12 Wall Eitherdirection 24 8 12 Wall Eitherdirection 16 8 16 9B Ceiling ection 16 7 12 13 gage, 15/8" long, 19/fi4" head, 0.098" diameter, 13/B" long, annular- ringed, 6d cooler nail, 0.092" diameter, 17/B" long, '/<" head, or gypsum board nail, 0.0915" diameter, 17/B" long, 1g/64" head. Ceilinge icular 24 7 12 Wall LEftherection 24 8 12 Wall ection 16 8 16 Application with adhesive 3I8 Ceilingd Perpendicular 16 16 16 3 Same as above for /B" gypsum board Wall Either direction 16 16 24 1/2 or 5/8 Ceiling Eitherdirection 16 16 16 Same as above for %" and 5/B" gypsum board, respectively Ceilingd Perpendicular 24 12 16 Wall Eitherdirection 24 16 24 Two 3 fBlayers Ceiling Perpendicular 16 16 16 Base ply nailedas above for " gypsum board; face ply installed with adhesive Wall Eitherdirection 24 24 24 For SI: 1 inc It = 25.4 in in. a. For application without adhesive, a pair of nails spaced not less Lhan 2 inches apart or more than 2112 inches apart may be used with the pair of nails spaced 12 inches nn center. b. Screws shall be Type S nr lk' perASTM C 1002 and shall be sufric ienily long to peneuate wood frauling not less thart 5/8 inch and metal li arcing not less Lhan 3/8 inch. inch Ian er than ilie sour C. 1v4 here nTetal ['ramie is use w' two ed es al'ntetel the nails shell be eat less than / Used with a clinching deli n to receive nails b t ,g t;J'p g g g y g g baattl hi Funned u receive the mails t}te nails shall have barbed sharks 0r thickness and shall have ringed shanks. �ti heTe the metal li�amirtg ttas a nailing groove ion t be 5d, 131/2 gage, l"/g inches long, 15/64-inch head ['or 1/2-inch gypsum board; and 6d, 13 gage, 17/8 inches long, 1"/B4-inch head for 5Jg-inch gypsum board. d. T[iive-eiglrths-inch-thick single -ply gypsum board shall not be used on a ceiling where it water -based textw•ed finish is to be applied, or where it will be required to support insulation above a ceiling. On ceiling applications to receive a water -based texture material, either hand or spray applied, the gypsum board shall be applied perpendicular to Gaming. When applying a water -based Lext-ure material, the urinini un gypswn board thickness shall be inrreased from 3/8 irlrlr to 112 inch for 16-inch on center franung, arid from 1/2 inch to 5/8 inch far 24-inch on center Gaming or 1/2-inch sag-resisLartt gypsunT ceiling board shall be used. e. Type X gypsum board for arage ceilings beneath habitable morns shall be installed perpendicular' to the ceiling framing and shall be fastened at Maximum 6 inches o.c. by minimum. 1 Jg metres 6d coated trails or equivalent drywall screws. PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Built Portion state OFAf 9 � O y �DAVID E. G /o BILLINGSLEY CIVIL CO No. 47769 9�O/S7�P�� �`�4 C r\ M COPYRIGHT ©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Madulor Homes, LLC.* FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: FASTENING SCHEDULE SHEET: 18 /t . '7 29/11 48'-0" 12.5' MAX FROM CORNER TO 12.5' MAX FROM CORNER TO 1ST BRACED WALL SEGMENT 1ST BRACED WALL SEGMENT 8'-0" MAX FOR SEISMIC CATEGORY D1 8'-0" MAX FOR SEISMIC CATEGORY D1 7 -6" 6 -22 15-4" 6'-3" oN O O Q o WH HOLD DOWN RE UIRED O Q O IF 2' RETURN WALL IS NOT PROVIDED ON EACH CORNER OF A BRACED WALL LINE 800# HOLD DOWN FOR SEISMIC CAT A, B, OR C � 1800# HOLD DOWN FOR SEISMIC CAT Do, D1, OR D2 o • -0" W 1 SEISMIC DESIGN CAT. D2 INTERIOR BRACED WALLS SHALL BE SUPPORTED ON CONTINUOUS FOUNDATION SINGLE 35'-0" O.C. MAX FOR SEISMIC CATEGORY D1 OR GREATER 4'-03" 5-3" NOTES: 1. STRUCTURES TO BE LOCATED IN AREAS WITIH WIND SPEEDS GREATER THAN 99 MPH (3 SEC GUST) REQUIRE INDIVIDUAL DESIGN AND SHALL BE SUBMITTED FOR A ONE TIME APPROVAL. 2. SEE ADDITIONAL NOTES PG 19D EXTERIOR TOTAL WALL BRACED WALL BRACED WALL TABULATED MIN WIND EXPOSURE RIDGE TO EAVE WALL HEIGHT WALL LINE MIN BRACED WALL WALL LENGTH WALL MEETS WALL LINE LINE LENGTH SPACING METHOD BRACED WALL TOTAL FACTOR HEIGHT FACTOR FACTOR QTY FACTOR LENGTH REQ'D PROVIDED REQUIREMENT Table R602 10 1 2(1) Table R602.10 1 2(1) Table R602.10.1.2(1) Table R602.10.1.2(1) Table R602.10.1.2(1) footnote a footnote c footnote d footnote e A 48 25.334 CS-WSP 11.7 12 'LO 0.90 1.0 12.6 35.3 YES B 48 25.334 CS-WSP 11.7 1.2 1.0 0.90 1.0 12.6 30.3 1 YES 1 25.334 48 CS-WSP 11 1.2 1.0 0.90 1.0 11.9 25.3 YES 2 25.3341 48 CS-WSP I 11 12 1 1.0 1 0.90 1 1.0 11.9 22.4 YES PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Built Portion state approval stam OF Mgss�C o� DAVID E. BILLINGSLEY 0 CIVIL No. 47769 iST>rP����i o :� p ;o U QrNNU O K. } aQa�U F]Ljr-6 > CO oaz y.ZXO Nu`Dia."3 U, U E, tea_ a �oa z= O� I-U-I u THESE DRAWINGS HAVE BEEN PREPARED BY (ww"glen[onc.com) GLENCO, INC. C®PbGONT ©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Homes, LLC.' FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: RANCH BRACED WALL PLAN SHEET: ^ /� • 20091RC 19 L Al 45'-0" 12.5' MAX FROM CORNER TO 12.5' MAX rROM CORNER TO 1ST BRACED WALL SEGMENT 1ST BRACED WALL SEGMENT 8'-0"' M X PORCH 8'-0" MAX FOR SEISMIC CATEGORY D1 8'-0" MAX FOR SEISMIC CATEGORY Di 7'-0" 5'-104" 9'-3g" 11'-101" 8001 HOLD 800# HOLD DOWN DEVICE DOWN DEVICE 00 it W/H 0 0 00 ----------'------------- I o HOLD DOWN REQUIRED IF DOOR IS PROVIDED 35'-0" O.C. MAX FOR SEISMIC CATEGORY D1 OR GREATER SEISMIC DESIGN CAT. D2 INTERIOR "tom 25-0" O.C. MAX FOR SEI IC CATEGORY D1 OR GREATER BRACED WALLS SHALL BE SUPPORTED o ON CONTINUOUS FOUNDATION 4 . 25' MAX FROM CENTER TO CENTER 1 OF BRACED WALL SEGMENTS 2009 IRC PRESCRIPTIVE BRACED WALL DESIGN =,STRUCTURE TYPE: ,ONE OR TWO FAMILY DETACHED- #mSTORIES ,Table R602_ 10 1 2(1) footnote a ...2 _. _._ ISMICDESIGNCATEGORY E% S .. B -.�e. _.�._. .v._... .__...... .�.._ _..._®_._....� _e�.... - __....-. ... WIND SPEED (3 SEC GUST) 99 mph or less WIND EXPOSURE C MEAN ROOF HEIGHT�� 27 FT 'EAVE TO RIDGE HEIGHT 8 FT I _WALL HEIGHT � � g FT E # VERTICAL BRACED WALL LINES 2 # HORIZONTAL BRACED WALL LINES 12 ROOF/CEILING DEAD LOAD PSF 15 PSF GYP ON I/S OF WALLS�� ��" =YES 4'-0" NOTES: 1. INDIVIDUAL MODEL SUBMITTAL REQUIRED FOR REVIEW & APPROVAL IN WIND AREAS OF 100 MPH UP TO 1.20 MPH, FOR A ONE TIME APPROVAL. 2. SEE ADDITIONAL NOTES PG 19D EXTERIOR TOTAL WALL BRACED WALL BRACED WALL TABULATED MIN WIND EXPOSURE RIDGE TO EAVE WALL HEIGHT WALL LINE MIN BRACED WALL WALL LENGTH WALL MEETS WALL LINE LINE LENGTH SPACING METHOD BRACED WALL TOTAL FACTOR HEIGHT FACTOR FACTOR QTY FACTOR LENGTH REQ'D PROVIDED REQUIREMENT Table R602.10.1.2(1) Table R602.10.1.2(1) Table R602.10.1.2(1) Table R602.10.1.2(1) Table R602.10.1.2(1) footnote a footnote c footnote d footnote e A 45 13.334 CS WSP 3.7 1.2 0.7 0.90 1.0 4.0 34.0 YES B 1 45 13.334 CS-WSP 3.7 1.2 0.7 0.90 1.0 4.0 1 34.0 YES 1 13.334 45 CS-WSP 6.75 1.2 0.7 0.90 1.0 5.1 13.3 YES 2 13.334 45 CS PF 6.75 1.2 0.7 0.90 1.0 5.1 11.4 YES PFS Corporation Northeast Region APPROVED H Raup-3 7/11111 Approval limited to Factory Built Portion state approval stomp OF MgSs90 moo`' DAVID E. BILLINGSLEY 0 CIVIL No.47769 o � QrryNT-% o-4 , x>��W o c, 94 z0��o �?o¢U U� U �+ wx$ z�� U� UU THESE DRAWINGS HAVE BEEN PREPARED BY (waglencoix.com) G wo, INC. COPY IGHT©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WTHOUT THE WRITTEN PERMISSION OF �Legocy Custom Modular Homes, LLC." aD 0 Z U C) w K'� cc G a L1J o o N _J L> J U m FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: RANCH BRACED WALL PLAN SHEET2009IRC1 9 /t /'� 2009 IRC .111 �! \l Lmd 1 0 N 12.5' MAX FROM CORNER TO 12.5' MAX FROM CORNER TO 1ST BRACED WALL SEGMENT 1ST BRACED WALL SEGMENT 8'-O' MAX FOR SEISMIC GTEGORY DI 8'-0' VAX FOR SEISMIC CATEGORY DI T-9j" 4'-10}" 4'-21- 4'-10" ' HOLD FIDOI�DCE' DOWN DEVICE I I _ DUIIN 1• s • RAk"'OL 4'-0" MAX SEISMIC DESIGN CAI 02 INTERIOR+ BRACED WALLS SHALL BE SUPPORTED ON CONTINUOUS FOUNDATION CATEGORY DI OR GR IE 35'-0' O.C. MAX FOR SEISMIC CATEGORY 01 OR GREATER 9'-2' 1 S-8)" � 25' MAX FROM CENTER TO CENTER ( OF BRACED WALL SEGMENTS THIS WALL LINE DOES NOT COMPLY WITH BRACED WALL REQUIREMENT ENGINEERED SHEAR WALL CALCULATION REQUIRED NOTES: 1. INDIVIDUAL MODEL SUBMITTAL REQUIRED FOR REVIEW & APPROVAL IN WIND AREAS OF 100 MPH UP TO 120 MPH, FOR A ONE TIME APPROVAL. 2. SEE ADDITIONAL NOTES PG 19D PRESCRIPTIVE BRACED WALL DESIGN PER 2009 IRC STRUCTURE TYPE: ;ONE OR TWO FAMILY DETACHED # STORIES Table R602.10.1.2(1) footnote a2 SEISMIC DESIGN CATEGORY B WIND SPEED (3 SEC GUST) 99 mph or less .__ ....__. .. ...__.. ._.. ..... _ .. __.._ WIND EXPOSURE 'C `MEAN ROOF HEIGHT 27 FT _ EAVE TO RIDGE HEIGHT _ '8 FT WALL HEIGHT _ i 8 FT # VERTICAL BRACED WALL LINES 2 # HO_RIZONTAL BRACED WALL LINES 2 'ROOF/CEILING DEAD LOAD - P_ SF 15 PSF GYP ON I/S OF WALLS !YES EXTERIOR WALi LINE TOTAL WALL LJNE LENGTH BRACED WALL SPACING BRACED WALL METHOD D I TABULATE MIN _....... _.__........................... BRACED WALL TOTAL Table R602.10.1.2(1) WIND EXPOSURE R FACTOR Table R602.10.1.2(1) footnote a RIDGE TO EAVE HEIGHT FACTOR Table R602.10.1.2(1) footnote c WALL -HEIGHT WALL HEI _ FACTOR Table R602.10.1.2(1) footnote d WALL LINE QTY FACTOR Table R602.10.1.2(1) footnote e MIN BRACED WALL LENGTH REO'D WALL LENGTH PROVIDED WALL MEETS M E UIREMENT R Q A 40 24 CSWSP 11A 1.2 1.4 0.90 1.0 17.2 25.1 YES B 1 40 24 CS WSP 17.5 1.2 1A 0.90 1.0 26.5 21.0 NO C 40 24 CS WSP 4.1 1.2 1.4 6.90 to 6.2 21.2 YES 1 24 40 CS-WSP 6 1.2 1.4 0.90 1.0 9.1 24.0 YES 2 24 40 CS WSP 6 1.2 1.4 0.90 1.0 9.1 21.1 YES PFS Corporation Northeast Region APPROVED H Raup-3 v11/11 Approval limited to Factory Built Portion stole � 9 N OF Ma DAVD ss o ti I E. G Jo BILLINGSLEY CIVIL Cn No. 4776s o � �o O NU >OM4] Ac a �zo¢ 4n=v- �' 3 U <� �c z�� C� THESE DRAWINGS HAVE BEEN PREPARED BY ( genconc.comj GLENCO, INC. COPYRIGbT©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY N07 BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legacy Custom Modular Homes, LLC." Cn 0 Z w � o C/) A, L1J w(j vo~) U m FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: CAPE BRACED WALL PLAN SHEET: sacs . /11 PRESCRIPTIVE BRACED WALL DESIGN PER 2009 IRQ STRUCTURE TYPE- # STORIES Table R602 10.12(1) foofnofe ONE OR TWO FAMILY DETACACHED _ �2� a SEISMIC DESIGN CATEGORY g - - WIND SPEED (3 SEC GUST) _ 99 mph or Iss WIND E�OSURE "�` C,.. _.......e ,ee� .. . MEAN ROOF HEIGHT 27 FT EAVE TO RIDGE HEIGHT 8 FT _ WALL HEIGHT 8 FT # VERTICAL BRACED WALL LINES . # HORIZONTAL BRACED WALL LINES 2 - ROOF/CEILING DEAD LOAD - PSF 15 PSF GYP ON US OF WALLS YES L LINE LINE LENGTH V ~���. f c� SDAtlN., .rc LILU WALL METHOD. TABULATED MIN BRACED WALL TOTAL WIND EXPOSURE RIDGE TO FAVE HEIGH -- _. Table R60Z10L2(TJ FACTOR Table R602.10.1.2(1) Table GR60Z.10.1.2(1) .WALL O10.1 A 44 27 5 CS-WSP 125 footnote a foot) ate C Table R602.OR footnote d B 44 275 C 44 27.5 CS-WSP rc_wco 12.5 _ _ 1"3 1.3 11 11 0.90 n NOTES: L INDIVIDUAL MODEL SUBMITTAL REQUIRED FOR REVIEW & APPROVAL IN WIND AREAS OF 100 MPH UP TO 120 MPH, FOR A ONE TIME APPROVAL. 2. SEE ADDITIONAL NOTES PG 19D ur UrcactU WALL SEGMENTS rrracc WALL LENGTH WALL A1fEETS QTY FACTOR .LENGTH REQ'D PROVIDED REOUIRE6tAENT Table R602.10.1.2(1) - footnote e 1.0 164 1.0 1624.0 v�Se-- 1 281 PFS Corporation Northeast Region APPROVED H Raup-3 7/11111 Approval limited to Factory Built Portion state �{ OF MqS� 9 DAVID E. cy5 81LLINGSLEY m1 CIVIL -4 No. 47769 ono 0 QnryryU Q'u aQa— x>��w Qa��z < 'Li -0 zx �r`Tui"3 3 L) <o wx� 1 � 3 _z z7= 00 u� THESE DRAWINGS HAVE BEEN PREPARED BY (wrw glencoinc.c' GLENCO. INC. M GHT@2011MENT AND THEATTER CONTAINEDROPRIETARY ANDBE REPRODUCED THE WRITTENISSION OFustom Modulores. LLC.' U) 0 _z 0 w S2 U SO.FT.: STATE: MODEL: TWO STORY BRACED WALL PLAN SHEETI 9 C. 2 2009 IRC 06/29/11 t HURRICANE PRONE REGION: THE US ATLANTIC AND GULF OF MEXICO COASTS WHERE THE BASIC WIND SPEED IS GREATER THAN 90 MPH 2009 IRC PRESCRIPTIVE BRACED WALL ELIGIBILITY CRITERIA: 1. DESIGNS PER PRESCRIPTIVE ME HD WFIORFFROIRCTABLE R602.10.2 OR CS W , SP FROM RC TABLE SPEEDS OF 99 MH OR ESS (3 SEC 2. PRESCRIPTIVE DESIGNS LIMITEDEREGIONS, WIND 109 MPH OR LESS IN NON —HURRICANE CANE GUST) IN HURRICANE PRONE PRONE RGHTS FORD SEISMIC PRESCRIPTIVEBRACED D CED WALL DESIIGNSM U 3. WALL HE T BE 12' OR LESS. 4. BRACED WALL LINE OFFSETS TO BE 4' OR LESS IN A SINGLE DIRECTION, AN NOT MORE THAN 8 OVERALL. 5. SEE DETAILS ON PG 19F FOR REQUIRED BRACED WALL TO FRAMING CONNECTIONS. 6. SEISMIC DESIGN AREAS OF A, B, OR C: SPACING OF BRACED WALL LINES SHALL NOT EXCEED 6 ' OTABLERS602.10.1.2(1) FOR REQUIRED BRACED WALL LENGTHS AND ADJUSTMENT 7. SEISMIC DESIGN AREAS Qo CoEXCEPTRD2: SPACING OF BRACED FOR ONE OCCURRENCE WHERE LBRACED LINES SHALL NOT EXCEED WALL LINES SHALL NOT EXCEED EACHSDWELLINGO UN TO ACCMMODATE DASETHE GREQUIROD NOT EXCEEDING 900 S.F. LENGTH OF BRACED WALL LINES OVER 25' O.C. IS MULTIPLIED BY THE APPROPRIATE ADJUSTMENT FACTOR FROM TABLE R602.10.1.5, THE LENGTH TO WIDTH RATIO OF THE FLOOSECLG DIAPHRAGM NAI NAILING IS (12) IS S6d NOT NAILSGREATER EACHTHAN SIDE OF AND THE TOP PLATE SPLICE FA SPLICE. 8. ADHESIVE ATTACHMENT OF WALL SHEATHING SHALL NOT BE PERMITTED IN SEISMIC DESIGN CATEGORIES C, Do, D1, & D2 9. BRACED WALL LINE SILLS FOR DESIGN DESIGN CATEGORIES Do, D1, & D2 AND TOWNHOUSES IN SEISMIC DESIGN CATEGORY C SHALL BE ANCHORED TO CONCRETE OR MASONRY FOUNDATION USING 1 /2" ANCHOR BOLTS WITH 1/4 11 xYxY PLATE WASHERS INSTALLED BETWEEN THE FOUNDATION SILL PLATE AND THE NUT. 10. INTERIOR BRACED WALL LINES ANDUSES IN ANCHORINGSAT'INTERVALSAOFG5OOYOR REQUIRE FULL FOUNDATION WALL LESS. SEE DETAILS PG 19F FOR REQUIRED BRACED WALL TO FRAMING CONNECTIONS.SE 15. STRUCTURES BUILT MSTLBEAINDIVIDUALLYTION WITH RDESIGNEITERIA DD PERESPEOCIIFICLIFLOORI PLAN THE NOTES ABOVE URTS TO RESIST WIND AND SEISMIC FORCES. state approval slampe N OF Mgss� o DAVID E. yG BILLINGSLEY`, 0 CIVIL cb No. 47769 Ewa ° aae4 570�oa oa z-o �w`"u �ZOw3 Nww 3 Uy W s o;2 0 ESE DRAIWNGS HAVE BEEN KO BY (_.glmcoi car COPY IG fT©2311 THIS. THIS DOCUA-DSUBJECT NATTER CONTAINED HEREIN IS PROPRIETARY AND NAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF .Legacy Custom Modular Hamel, LLC.* o, -0 I:�oo W Y ° W w= U z� o" oa ai w� ww o W Z ¢ o>� Z 0 z >a oar° 01 a o¢ w N 5; o w o a �Q �o a w � a ohm o �000003 Z ik Q J WV7 t` DO ar � Q C'i K FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: BRACED WALL NOTES SE_T:19D.3 1 IGHT BLOCKING O.C. ALONG FULL HEIGHT JOIST LOCATED WALL PANEL CONTINUOUS RIM OVER WALL .131'x2.5 TOE NAILS OR END JOIST 06' O.C. ALONG *BRACED BRACED WALL PANEL .131'x2.5 TOE NAILS L (3) .131'c2.5' 067 O.C. ALONG NAILS AT EACH BLOCKING BRACED WALL PANEL MEMBER BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL (3) .131'x3.5' FACE NAILS (3) .131'x3.5 FACE NAILS (3) .131'x3.5 FACE NAILS 016' O.C. ALONG BRACED 0167 O.C. ALONG BRACED - AT EACH BLOCKING MEMBER WALL PANEL WALL PANEL 64 (2) .131'x3.5' FACE NAILS EACH SIDE CONTINUOUS RIM e\ OR BAND JOIST FULL HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL FULL HEIM BLOCKING 0 15 O.C. ALONG BRACED WALL PANEL 2009 IRC FIGURE R602.10.6(1) BRACED WALL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING FRAMING PERPENDICULAR TO BRACED WALL PANEL CONTINUOUS RIM OR END JOIST 131'x2.5 TOE NAILS 06 O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL (3) .131'x3.5' FACE NAILS (3) .131'x3,5' FACE NAILS 016' O.C. ALONG BRACED AT INTERSECTION WITH FRAMING WALL PANEL MEMBER CONTINUOUS RIM FRAMING PERPENDICULAR TO OR BAND JOIST BRACED WALL PANE L FULL HEIGHT BLOCKING IN BETWEEN FLOOR JOISTS 2009 IRC FIGURE R602.10.6(2) BRACED WALL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING O 0 Q n N N O v L1Qo�Z Z—o y N Z X zo¢3 ivwal'"3 UN Qk Wx 3 U 0 c THESE DRAWNGS HAVE BEEN REPARED BY (....�mconc.com) r,I FNCpMC. COPi7RIONT ©2011 THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF 'Legoty Cust— ModWer Homes, LLC.' I I u� CD Z e uj W � o un toto IM IM III Corporation Northeast Region APPROVED H Raup-3 7/11111 Approval limited to Factory Buill Portion stole approvol stomi ���P�ZN OF Mass c4 9 o MID E. < BILLINGSLEY U CIVIL No. 47769 Q/ST EQ�C����i STATE: TYPE: MODEL: EnRAWING: `.SPECIAL BRACED WALL FASTENING ZOO9IR1 9E.2 23009 RC UPLIFT HOLD REQUIRED U F (ING BETWEEN RAFTERS 1 REQUIRED V CEILING JOIST TO LATE W/(2) .131'0' TOE NAILS PER JOIST UPLIFT HOLD DOWN N REQUIRED EA RAFTER uj (3) .131'x2.5 FACE NAILS FROM RAFTER TO BLOCKING EACH SIDE CONTINUOUS RIM OR SOLID N N BLOCKING BETWEEN RAFTERS of REWIRED ATTACH BLOCKING TO TOP FASTEN CEILING JOIST TO COILINGJ IST TO PLATES W/ .131'x2.5 TOE TOP PUCE NAILS Q 1' O.CALONG LENGTH TOE NAILS PER JOIST OF BRACED WALL PANEL 2009 IRC TRUSS/RAFTER TO BRACED WALL ATTACHMENT (SEISMIC DESIGN CAT. A. B, & C ONLY - LIMITED TO <100 MPH WIND o UPLIFT HOLD DOWN E REQUIRED U RAFTER in (3) .131'x2.5' FACE RAILS N o FROM RAFTER TO BLOCKING E EACH SIDE I CONTINUOUS RIM OR SOLID N BLOCKING BETWEEN RAFTERS o REQUIRED ATTACH BLOCKING TO TOP PLATES W/ .131'x2.5' TOE FASTEN CEILING JOIST TO NAILS 0 C O.CALONG LENGTH TOP PLATE W/(2) .131'x2.5 OF BRACED WALL PANEL TOE NAILS PER JOIST 2009 IRC TRUSS/RAFTER TO BRACED WALL ATTACHMENT (SEISMIC DESIGN CAT. Do. D1, OR D2 OR >100 MPH WIND t UPLIFT HOLD DOWN *FASTE'N 00 �Lfi LOCKING BETWEEN RAFTERS 7/16' OSB SCEILING JOIST TO LATE W/(2) .l3l"x2..TATTACH BLOCKING FRAME TO TTOE NAILS PER JOIST PLATES W/ (3) .131%2.5' NAILS PER BAY ALONG LENGTH OF BRACED WALL PANEL 2009 IRC TRUSS/RAFTER TO BRACED WALL ATTACHMENT ALL WIND & SEISMIC ZONES PFS Corporation Northeast Region APPROVED H Raup-3 7/11/11 Approval limited to Factory Built Portion state approval stop 1,6 OF Mgssgo o� DAVID E. BILLINGSLEY a CIVIL No. d7769 o � Q rry N1-! aQ4 u rt a'M V Q a zuw..o mzo¢V �waF`'3 u -1 �+ Q W o` 3 / 6 O<` O U� TIHESE DRAWNGS HAVE BEEN PREEPARED BY (er glmconc.cw) GLENCO, INC. Ce3 °PYRRHT ©20 l 11HIS DOCUMENT AND THE SDUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND 1MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF "Legacy Custom Modular Homes, LLC,' 'z -i U, O d � � TF— w (" O 0 V) U m 6/29/11 WIND—BORNE DEBRIS OPENING PROTECTION OPTIONS: 1. PRE—ENGINEERED WINDOW/DOOR PROTECTORS MAY BE INSTALLED ON —SITE BY OTHERS. (MUST MEET ALL STATE & LOCAL CODE REQUIREMENTS) 2. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAX PANEL SPAN OF 8' SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TOW STORY BUILDINGS. PANELS SHALL BE PRECUT SO THAT THEY SHALL BE ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANEL ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITHT HE PROVISIONS OF ASCE 7. ATTACHMENT IS PERMITTED ACCORDING TO FASTENING LISTED ON THIS PAGE FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 33' OR LESS WHERE WIND SPEEDS DO NOT EXCEED 130 MPH. 1 x3 FRAME BOARD. INSIDE DIMENSION TO BE LARGER THAN OUTSIDE DIMENSION OF THE WINDOW FRAME, AND FASTENED TO SOLID FRAMING MEMBER BEHIND SIDING. 16" OSB MIN. WIND BORNE DEBRIS PROTECTION DETAIL FASTENER TYPE FASTENER SPACING PANEL SPAN < OR = 4' 4' < PANEL SPAN < OR = 6' 6' < PANEL SPAN < OR = 8' NO. 6 SCREWS 16" 12" 9" NO. 8 SCREWS 16" 16" 12" 1. FASTENERS SHALL BE INSTALLED ON OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL 2. FASTENERS SHALL BE LOCATED A MIN OF 1" FROM THE EDGE OF THE PANEL. 3. FASTENERS SHALL BE LONG ENOUGH TO PENETRATE THROUGH THE EXTERIOR WALL COVERING A MIN OF 1.75" INTO WOOD WALL FRAMING, A MIN OF 1.25" INTO CONCRETE BLOCK OR CONCRETE, OR INTO STEEL FRAMING BY AT LEAST THREE THREADS. FASTENERS SHALL BE LOCATED A MIN OF 2.5" FROM HE EDGE OF CONCRETE BLOCK OR CONCRETE. 4. WHERE SCREWS ARE ATTACHED TO MASONRY OR ASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION -RESISTANT ANCHORS HAVING A MIN WITHDRAWAL CAPACITY OF 490# PFS Corporation Northeast Region APPROVED H Raup-3 7111111 Approval Bmited to Factory BuiR Portion 0-,,TA OF Mgssq�y o DAVId E. BILLINGSLEY CIVIL Cl) No. 47769 o � Q O r ry N p^m P. rkQv^U .]a M7Q S>�^W Q0_�Z ZC4w�o 'zz u AWE 3 U� LT $ 1 6 3 0 U . F�1 V THESE DRAW9NGS HAVE BEEN PREPARED BY ("ry glmconc.com) GLENCO, INC. THIS DOCUMENT AND THE SUBJECT MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION DE *Legacy Custom Modular Homes, LLC.' FILE: SO.FT.: STATE: TYPE: MODEL: DRAWING: WIND-BORNE DEBRI PROTECTION SHEET: 1 9 /1 06/29/11 g(A1HM� MIER pRPSW Sfl1MR_R IS,*, ./ l9NRe xus"o n W t (9)1Rd 05 S 166 x ppRSt1 S PL Y,R sPrlr M gROo�R .l (� EI l NIAi RRO (Ri' � lP.i. 91 w� 15. irnr r rya a RrRNm.° u�a � T NSA oPcwls w Y1 W yp9>t 51Ow" OR TO R Y�WK� Rt 0% yrAnPc yR V"2 PR0 D)9. 5111� Pi. S. R pp5 'am jpp�W. RCMP °PF'M'RCR uwm's' lr.lt 9N� mR w ve 6 � Cil N A -A aPo YR WAL ' 1S YR FOD1P� [i PDTR1tFR U� PfMMLS' � pVG RMMED 10 HALL 0)6/29/11 U U �pQ.Mr6 �wo�W xoG.�z z 0 .. U 4Zoe Q W . E� p Wx o 3` 0 f 00 H u WINGS Ne �coAc �o,,,l MESS DRA PREPARE S I OO INC. sIvils iERIETARY AND R CONTAINED HEREIN Is PROP MAC BE PWRIEND Levcr MGUSldil yodulor 14 m LLC. gc0U G MISS vE aln 5 SMW_1[ Os,s 10d IWlS RAO WAO _ , FP9N SN1 9NPSC- S,RORO-T( 6,s Wks RIM WADER 1W SWR NIJLi pR( WpOSRE 90E Of Wl / i �� t2 10d L OfSHIC V.Y O�C ,se SPPER Ol5 +,R 1R0 '/ lQ � ,."a- Ro00 51 � � o Oa 10 PMQ Of 91 ports of RA'L a M. 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Rt MR sli "IE SrL STORY w� - FRAMING ANCHOR OPTION C sPE 10 lo,l KI W M2.3(1) LVI a ED1+ B'JRI JO15T )OR - WOOD �N KAPPROL OO WRE RAMO J» WA SOLE mATE TO 01 PER 119E RE023(l) OR E0 EM'V�7, 1PPRDYEO 1MRD'E jDDibT�PEER 1�A E lE a 2xn APpOOAEO "s JW PFS Corporation Northeast Region APPROVED N Raup - 3 7111111 I APPM'.1 ii.,ted 10 Factory gai, Portion pig Mgss9 0�3 O V►1D'E. yGs BILLIN4GSLEY O ClIVIL V No.147769 1* Fal-s-T Q'�.c���� 06/29/11 O m U xO��Z z0Z..0 �?0�3 �a 3 �N 3 ra a W � 5 5 a < N .J n � u A o rU SE DRAWNGS "I'VE BEE" PREPARM E (� INC com) C®PyRjG"-T ©2®99 THIS DOCUMENT AND THE R"SCT MATTER CONTAINED S PROPRIETARY AND HEREIN I MAY NO BE REPRODUCED YATHOI1i 1NE WRITTEN PERM590N Of •Eegocy custom Mpdu!Gf ""I. uc' ALTERNA, WALL CHE W Z O TS O ~ O p LIJ !/) J_ NLu — E O Q2> o W < tU/1m U d ZFO Z��,� w a U. /LOW QQ`O + N N N N N N N N Cl) Cl) N N d' IT cM It 00 O M U-) Co O I- It O N It N I1- � co 0 00 O i` to Oo CO O M 19t 00 N I� O M r r- q- M U) 00 N 00 00 N N c- II II II II II II II II II 11 II II II II II II II _C cu mL L L L L L L L L L L L �. . 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(A O m :EQ CL 0 CD 4-a :1 O ❑ ❑ ❑ ❑ O .0 0 .o i O W M 0ao O Q.� E M .>m O tisa�� m N o� a = L o MQ Vi LL ao z u) o oLf) m o rn ui cU cc 0 a W w Z) E a� a N N 0 Z U) Z 0 0 0 co 16 U N O L ^` 0hi W C _ ca W U N Co O � d � 'a cc N o4 N O O O M M oo is 0 0 UJ N ` d t� CL _ C � O C :• O LL L. 3 al co C1 = : r O \ O 3 v r 0 C L O O r E U� cc u. o 0 2 ti M 0 �a Z o 0 � M 0 i O W 0 0 O rl CL G v s a 0 C o a Umt Q LL A Z r% Ln N 10 -0" FOR STRAPS - TIE DOWNS IMPEDED IN THE FOUNDATION PLEASE FOLLOW THE 2 PAGES FROM THE FACTORS' 60'-0" 44'-0" 11 9n 2'-0" --------------------- WALL-------_=------------- ----------------------------------------------------------------- w III - - ______________oQ __-p ------------------------ --- ve. ' ve - - 1' S" WALL TYPICAL iHR 2x4 FIRERATED WALL: LALLY COLUMNS E PADS �� ° 0 a� 24'-10" 5/8" TYPE X FIRERATED DRYWALL t STAMPED 3 1/2" Dta. Lally Columns p° ; Q LU - /�+ 2 CAR GARAGE �' ��APED With 36" Wide x 10" Deep - 6' ; _ lD Q 1 2x4 STUDS 1916" o.c, concrete pads except -� U U - 4 4i 2 CAR GARAGE UNDER MODULAR HOME I I u 5/8 TYPE X FIRERATED DRYWALL where noted, o r- ° z O X, FIREPROOF ALL EXPOSED WOOD, WALLS. t FLOORS I TAPED d STAMPED ro'-10" •° 111 ' lu O i I 1 REBAR MUST BE USED ° ; u' •------------- -------I ------• ------ ------• TO TIE IN THE TWO WALLS. W/12 X 40 STEEL BEAM I 4- - ------ - - - W/12 X 40 STEEL BEA�ry, - - - - - - - - - - - - ADJUST HEIGHT OFr4'�'F,106T CENTER LINE pNOT PADS SO IT WILL MANDATORY I O MANDATORY INTERFERE LOCATION I OF MODULAR m :------- WITH STEP OF THE HOME ABOVELOCATION 0 GARAGEFLOOR it"i 51 x 14 DEEP LU O " " 51 x 51 x 14 DEEPRETE PAD WITH Q CONCRETE PAD WITH 4" POST-- i W - 1' 9" WALL 9 ALL ' `n O a , i ..o _________ a o•. ,o < p C v. e _ v___a ____, ' LL ___________ ' -•'. v -.�. a ve n e _ p e p e ______________________________________ ____ ' p i2 -------------------- 0 0 .---------------- \—REBAR MUST BE USED TO TIE IN THE TWO WALLS. 16.-O" Q7 D o Ba°e"'i FI 1 O Gar ge flo r � �� ao = ^ DOTI1 G �2' offset. down NOTE: THIS FOUNDATION LAYOUT IS SUG'&'---STED ONLY. ACTUAL ELEVATIONS OR SIZE OF'WALLS OR FOOTINGS MUST BE ADJUSTM TO SITE OR SOIL CONDITIONS OR ANIY OTHER APPLICABLE TOWN OR STATE RE_OUIREMENTS CONSULT YOUR SITE PLAN ENGINIEER• ________________________________________________ - 9 9 WALL 44'-0' FOUNDATION GENERAL NOTES: I, Concrete slabs on grade shall have contraction joints with a depth of at least 1/4 the slab thickness, These shall be spaced not more than 30 feet in each direction, Contraction joints shall be placed where offsets are more than 10 feet, Contraction joints are not required where 6 x 6--6/6 welded wire fabric or equivalent is placed at mid -depth of the slab, 2. The ultimate compressive strength of concrete foundations at 28 da_ys shall be not less than 3,000 Ibs,/sq, in, 3. Foundation walls shall extend at least 8" above finish grade. 4. The bottom of any point of a foundation shall be a minimum of 4'0" below finish grade. 5. The exterior surfaces of masonry foundations enclosing basements shall be dampproofed. 6, Wall pockets: Ends of wood girders entering masonry or concrete walls shall be provided with 1/2" air space on top, sides and end, unless approved durable or treated wood is used. 1. Studs in framed kneewalls shall be 14" minimum in length and when the kneewall is greater than 4'0" in height, it shall be of the size required for an additional story. Kneewalls shall be thoroughly and effectively cross -braced. S. Foundation anchor bolts shall be galvanized and have a minimum of 5/8" in diameter. they shall have a minimum embed of 8" in poured concrete. There shall be a minimum of two anchors per section of sill plate, Anchor bolts shall be placed 12" inches from the end of each section of plate Maximum space shall be 4'0" on center, RETAINING WALLS) 'TO BE DETERMINED AND CONSTRUCTED ACCORDING TO CxRADE ELEVATIIONS DONE BY OTHERS FOUNDATION PLAIN DATE: July 24, 2011 GO MODULAR INC. Custom fModular Homes 77 WCILLCOTT AVE. DAWrmOUTH MA. 1-5063-636-6122 k �✓ WIND LOAD =110 mph WIDTH = 27'4" LENGTH m60' EXPOSURE = B ROOF PITCH = 7/12 SIDEWALL HGT. = 8' SEISMIC = C MAX. MEAN ROOF HGT.= 3 ' 1.2 K -CD 1 O CV J J Q I M 0 "J Q o Z co O N �- o o a - M O K WALL 3 60'-0" 4'-117/8" 4'-117/8" 10'-11 1/8" 5'-4 3/8" 6'-11 1/2" 2.4 2.4K 2.4K 2.4K 2.4K 2.4K 2. 2.4 2.4K 2.4K 2.4K 2.4K © A O f OO QO• I I I �' 7.7K IOo:I I T -- - 1_----1- r C DW ST 1�1� 8 RJ IIII IIII .=f----- •1�.2I1 -2 77K (T (�)57V+DJOR72 �I `' -- 10SNACKBAROHyJ I H J Q(6bg)H 'lT ---------------------------- ---------------- Engineer seal applies ONLY to FACTORY MANUFACTURED bracing portions of the building. Seal does not apply to site installed elements or portions built on site such as, but not 2 9 K 9 K 2.9 limited to; foundation, bracing tie down to foundation, exterior steps, or other site works. Site work must be designed BY 4'-11 7/8" OTHERS for site conditions, under local jurisdiction. 2.9KII2.9KI 2.9 22.9K & ) 4'-11 7/8" 4'-31/2" MAIN HOUSE 2T4" x 60'-0" I I BRACING WALL PLF LOAD CONSTRUCTION FOUNDATIONTIE-DOWN REOD. (LBS) 1st STORY WALL 1 460 '7/16" OSB SHEATHING ONE SIDE WITH .131 pd SEGMENTED NAILS AT T O.C. EDGE SPACING 5.358 K Note: WALL 2 DOUBLE STUDS AT ALL VETICAL 1st STORY WALL2 7/16" OSB SHEATHING ONE SIDE WITH pd SEGMENTED 742 .131 NAILS AT 2' O.C. EDGE SPACING 7.700 K SEAMS WHERE 2" O.C. FASTENERS ARE SPECIFIED. 1st STORY WALL3 265 7/16" OS8 SHEATHING ONESIDE WITH 16 GA. 2.447 K PFS Corporation SEGMENTED STAPLES AT 3" O.C. EDGE SPACING Northeast Region APPROVED 1stSTORYWALL4 312 7/16'OSBSHEATHING ONESIDEWITHI6GA 2837 K SEGMENTED STAPLES AT 3' O.C. EDGESPACING H Raup — 3 7/21/11 l6ddi6onal Left Side 155 Ts OSB SHEATHING ONE SIDE WITH 16 GA 1.250 K STAPLES AT fi " O.C. EDGE SPACING Approval limited to Builder. Mano'rwood Homes Inc. Tie: Braced Walls -Calculations I2.9 K 2.9 K 3'-3 3/8„ 2 9 3/4" WALL 4 15- -- (E),5 _ _ 20 L4 — C S 0 W J _Q 2 0 O U I 2. K 2.9 K )l 3'-3 3/8" 2'-9 3/4" 9® 1I 12.9 K 2.9 K 4'-31 /2" Each bracing wall location on this page is marked with a racking load and a horizontal PLF load (refer to bracing plan for loads and construction information). Bracing walls must be attached to the foundation for the specified racking load at noted locations and the specified horizontal PLF loading. Racking tie downs for exterior bracing walls must be designed to extend from foundation to bracing wall studs. Tie down connections from foundation wall to rim joist are not permissible unless proper fastening from bracing wall studs to rim joist is provided. Scale: Date: Gust DELETETSKY 3/16" =1' 0" 07/05/2011 Dlr. GO MODULAR Drawn By Reference RTD NA S/N:. 5.3 KC) 5.3 K Me] WEI Z" OF VA NADE'?( TOMAS;gi CIVIL. No. 46213 07/15/201 II J J MoodellEEng. No.: NSS-022 FOUNDATION TIE -DOWN MUST BE CONNECTED ON -SITE BY POINT LOAD LOCATIONS AS & FOOTINGS OLUM:BE GROUNDS"WLOAD NOTED (BY OTHERS). ' MUST RATED TO 0 4MAY ALTERNATIVE TIE DOWN CONNECTION METHODS APPROVED BY A LOCAL ENGINEER MEETE CENTER LINELDS LISTED PSF BE USED. REFER TO THE IRC FOR FOUNDATION TIE DOWN REQUIREMENTS FOR 100 MPH OR LESS WIND ZONES 60'-0" So M 4 N 4 — co 16-0" _ I 1 V-21 /8" 18'-011 IT 4'-9 7/8" 16-21/8" 1 I II I L I I O LO I r I 8'-4" I I 6.7 K 2 7 Ij I II H� i 1 V-21 /8" 15'-10" 4'-9 B 16-2" jz C 18'-7 3/4" NOTE: LOADS NEEDED TO DESIGN THE FOUNDATION TIEDOWN SYSTEM CAN BE FOUND ON THE BRACING WALL SHEET 44'-0" 48 24'-4 3/8' _ i 34'-1158" _ I 4V-3 3/8' 45'-3 7/E _ I 1'-8114" 55-3 3/4" - I 59-10' — N — — — — — — — — — — — — — — — — — — — — — — — — — — — — N M 21'-8" 14.8 K �' I 65% 37-0" 39- " 44'-5" 10.6 K 17.8 K N6'$ 40'OK2. 11" N 26.3 K v 2.K PERIMETER WALL PLF =1012 HIMMOMMIN ■ 26-113/4 29'-4114' 31'-10" 32'-T 16-0" - 2X10 OR TRUSS FLOOR NOTES - 1- FOUNDATION LAYOUT IS APPLICABLE TO NOTED MAXIMUM SNOW LOADING AND MINIMUM SOIL BEARING PRESSURE REFER TO INSTALLATION MANUAL FOR OTHER APPLICABLE INFORMATION. CONSULT LOCAL OFFICIALS AND THE APPLICABLE LOCAL CODES FOR OTHER REQUIREMENTS P.E. DRAINAGE, DAMP-PROFFING, BACKFILL SUPPORT, ETC.). 2- WIDTH DIMENSIONS SHOWN INCLUDE A 314' ALLOWANCE PER HOME SECTION FOR HOMES WITH FACTORY -INSTALLED O.S.B.ONTHE MARRIAGE WALL MATE LINE THIS ALLOWANCETAKES INTO ACCOUNT THE 7H6' O.S.B. MATERIAL INSTALLED ON EACH MARRIAGE WALL PLUS ALLOWANCE DUE TO OTHER FACTORS. IF HOME DOES NOT INCLUDE O.S.B. ON THE MARRIAGE WALL MATE LINE, FOUNDATION WIDTH IS TO BE SIZED EQUALTO ACTUAL MANUFACTURED FLOOR WIDTH. LESSER DIMENSION, IF SHOWN, INDICATES ACTUAL FLOOR WIDTH. THESE DIMENSIONS 00 NOT ALLOW FOR ANY VARIANCE THAT MAY OCCUR IN SITE INSTALLATION SUCH AS GAPPING, OFF CENTER SET OR OTHER FIELD -ENCOUNTERED VARIABLES. ANY ADJUSTMENTS NEEDED IN FOUNDATION WIDTH DUE TO SUCH VARIANCES ARE AT THE DISCRETIONOF THE INSTALLER. 3. FOR DEVIATIONS WOR OTHER FOUNDATION DESIGNS CONSULT A LOCAL PROFESSIONAL ENGINEER &YOUR LOCAL BUILDING OFFICIAL 4. SILL PLATE FASTENING TO BE PER INSTALLATION MANUAL AND/OR LOCAL CODES. SILL FASTENING REQUIREMENT IS PER APPLICABLE WIND SPEED AND SEISMIC ZONES. SEE YOUR HOME DATA PLATE FOR APPLICABLE ZONES. 5., CONCRETE COMPRESSIVE STRENGTH (FCr2500PSI MIMMUM. B.. CENTERUNE LINE SUPPORTS AND SPACING ARE BASED ON (2) 2X1 Vs SPF#2 ON EACH HALF (4-2X10'S TOTAL). 7, FOUNDATION CONSTRUCTION AND TIE DOWN REQUIREMENTS FOR HOMES LOCATED IN 90 MPH OR LESS WIND ZONES MAY USE IRC GUIDELINES UNLESS NOTED OTHERWISE. Builder. Manorwood Homes Inc. T'111' Truss or 2x10 with Stair Foundation -13/8" 0 43'-10" 40'-10 5/8" T 44%T 17-0" r���� I 1--n 46-7 3/4" KEY PLAN 2860 6.4 K UNIT B L9 T; I 12'-6" M N UNIT A I I I I o I I I I u I II� 50'-01 /4' 53'-113/4' -I __ � B 5T-41 /4' 59'-10" 16-0" OTHERS TO THE SITE CONDITIONS. THIS INCLUDES SEISMIC DESIGN AND ATTACHING;"THE HOME TO THE FOUNDATION, ALONG WITH `RESISTANCE TO LATERAL, LONGITUDINAL SHEAR, UPLIFT AND DOWNLIFT FORCES IN BOTH DIRECTIONS. 'p1MCtS10W5 Date: Cm, DELETETSKY 07/0112011 GO MODULAR Reference: NA s1N: PFS Corporation Northeanst Region APPR1.OVED H Ramp - 3 7/2.1/11 Approval'] limited to Factory Bluilt Portion IN No.: I -- Lu w� =w N � J V to c0 lu W Lu a N L o m 6a,-0„ W-O" 44'-0" 3'-0" x 4'-S" to h'-0" 3'-0" x 4'-911 7� 4 O" WALL ; S" WALK I TYPICAL 1HR 2X4 FIRERATED WALL: OUT WALL 2s -0" 2 CAR GARAGE k4 I ;— 5/8" TYPE X FIRERATED DRYWALL Q TAPED 4 STAMPED � I 2x4 STUDS Olro" o.c. - a 2 CAR GARAGE UNDER MODULAR HOME I 5/8" TYPE X FIRERATED DRYWALL �a O �4 N FIREPROOF ALL EXPOSED WOOD, WALLS. t FLOO I N I I I I TAPED E STAMPED _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ I I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CENTER LINE OF MODULAR HOME ABOVE 1° Z W I N � __" 3 I (yall ° s � 4' O" WALL i N p m tt tL Ba"emem FI a % D. ° Ge- m _ in _p OOTI G � oFFset down 3D VIEW NOT LOOKING FROM LOOKINFROM T CsI-.17 3D VIEW FROM LEFT NOT TO SCALE } �I I I o Ix o U I 1 I Zlj 1¢ I 1 ' 0 'n an -j Ul U I I I I m o t I I Z vi 0 1 0, WI 1 0 cZ .I I N to O p r I •� W, i< 1!) , Nl 1 o O L ¢0 1 s< 1= 1 I'�I yl 1 i i2 1 07 C4 iD 1 01 \1 1 a'I 1 �~ LLJ .. o� 1 �1 tnl ��I D 1. ,011 ;nQ; .� 1 �1 h 1 �I i �noi I01OI CL « \ial� Y m< o n 3 1 } m! o z'I �' ZI�t 3 ; o • D pp'I QIWW1 0 O'I il{-7 • E a C O Y v Z o 1 1 1 g , 0 • e c c a o < < o g a � o o x c O 3, o o V n O v VO �c CO ep .0- q CL 0 _ } o = 11 II 11 Z' K O v) 00 1 1 I t;; O N Lo UI I -'1 1 f ; J v < o 1 I 3 i NI t I¢ 0 'Ill o c ZI at 1 I ; on O l. �o 1 F < I 3, %rr' iD 1 O I I 71 1 11 O � 7 J�� 1 ♦�.a , 1 � I �I N1 �•�OI 0 •� 1011 <10IOI 09 1 oS bj I e I «7iDI 7 1 So \.A1 �f a v 1 �' QI 1 c o ZihL' 1 I'. ` w o a, QI l a 0 0 v• 3 < KIWI m QI o 01 <I E 3 D a o • D3 Ql�wt c 1� c o �00 c. 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V p V 0 �° Z N fS Q 3 u J _ p O N x II Q >, .� — _ _ J �j cr N a L ,� v'$� s .6 LU Z a- M'TOZ = AN m X O U xa cg-4 d WTM = AN Q PIN a- �- (N O Z Z CZ VM = AN O .Q hi -+}-+ C8 Z aOl 4 M ..'�s:.y.,•�- ;3F.Wa.• _,c oarc•'+�uam,.rn'L=;:[:��"`:-- ---._ _"� - Location (not to scale) M ,r TI = 206,0 Cross— Section Through Se tis S temTOP of FauNDA oN NOT TO SCALElp AW '0, VARIES 52' .,` • ice• � • �` s '�+� {� ..j 1 , , ; 10, MIN. 4 FINISH GRACE = 204.5t _ OPOSED FIN15H GRACE = 203.3 MIN., 205.3 MAX MANHOLE TO GRACE • MAINTAIN MINIMUM 20% SLOPE 10 .i - '••r,1,..+�.'•" •.AIIF@'_ {r `ya'.- `� S "� f .r� ,t,' � f 1 A 'Ill.'•" e \t. ' _ EARTH B CKFll1 . EARTH BACKFILI 12 MINIMUM 36 MAXIMUM 12 MWIMUM 36 MAXIMUM ,�{ r� SLOPE = • . / WASHED CRUSHED / - ...; 0 020 MIN � , .:.,.. , ..: -. ._ :- �� � �-`1 �:; • HEALERS LAD LEVEL � �,. .... y _ ,, ,.. PEASTONE 4 SCH. 40 PVC OR FOR T`�/0 FEET MINIMUM ,. i • r, i i n • t.. " . A ram• [ l ' ., INSPECTION PIPE .I ��. � �� •'�*•.1 � .. �•.: >�� � ; ,.��:.>�,.. ..-.,` � ~, :.,.. E.H. CAST IRON SOIL PIPE 1 �� 4 PVC PIPE SLOPE = 0. 010 MIN ' 4" SOLID PVC PIPE MIN Notes &Spe c ific at io ns . '., -. •' " I THIS PLAN HAS- BEEN 1PREPARED IN ACCORDANCE WITH THE RULES AND •REGULATIONS . ' rr to SLOPE VARIES ,....- �- �.- :.j 1,, N 10 n `• N '� „ :• 4 PERFORATED PVC PIPE SLOPE 0.5 tf) ' ' I OF 310 CMR 15 (TITLE V7 OF THE COMMONMIEAL.TH OF MASSACHUSETTS AND THOSE OF GARAGE & BASEMENT N o PVC OR CAST IRON PIPE 14_ :. N N 6 4 PVC PIPE OVERDI G �:.•. Rr AA N SANITARY TEE c�i - ,-1 -1 E1 FECT1 •CONNECT ENDS.' ' TYP —1 THE TQWN, OF:. DARTMOUTH BOARD OF HEALTH. F1E1/ 19&5 ;.. tfi cQi , r 3/4 -1-1/2 DAM �, _ r - DEPTH .5 • I p I SS OF CONSTRUCTION SHALL ,; •.. •:. II II tl II DOUBLE MASHED CRUSHED STONE ,.. • • THE REQUIRED INSPECTION SCIiEDUIE DURING THE PROCf II II ( ) 4' MIN ;" ;`;; ' z I BE ARRANGED BY THE CONTRACTOR MATH THE BOARDOFHEALTH & iESIGN ENGINEER INSTALL ZABEL FlLT'EF ; AND GAS BAFFLE L. 0 G A A BACKFlLL BASE ELEV = 201.0 4' 4 PIPES 0 6' O. C. 4' 12" MINIMUM I (TYP) SCARIFIED EXISTING MATERIAL "OR S ND GR MI I .PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. P5stilitution caConcrete I PLACED IN ACCORDANCF WITH CONSTRE.S:.TION IN FILL NOTE , BoX I_------ -------_-------------------- OvfRAu —------------ I 1500 GAUON SEP11C TANK AND 5 OU11�T DISTRIBUTI ?RECAST ORTAPPftOVED EQUAL — — — — — — — — DUTY DESIGN AS MANUFACTURED BY BRISTOL COUNTY , = 197.0 ASSUMED MOTTLES ®36") . , , BOTTOM OF EXCAVATION EL = 194.5 G`�!T a.Ey cWT ELEV = 197. o (MOTTLES) p NOTE: SEPTIC TANK AND D-BOX TO BE ALL PIPING SHALL BE 4" DMA. SUC 40 NSF PVC, WITIt ALL JOINTS SEALED M/AIERTIGHT. -- - INSTALLED ON MINIMUM 6" COMPACTED MOTTLES 0 36", WEEPING ®66", MlATER ®9T, BOTTOM OF HOLE 0122" IN TP Al Precast 1500 Gallon Septic Tank CRUSHED STONE BASE ALL STONE `SHALL BE DOUBLE vAsHED AND FREE of (BONS, G,AY OR FINES AND SHALL BE Field SATISFACTORY TO THE TOW OF DARTMOUTH BOARD Cf �-TIt T ICd LeaChln NOTE CONTRACTOR TO VERIFY EXISTING ELEVATIONS g THIS SYSTEM 15 NOT DESIGNED TO A CCOMODATE A GAf,BA GE DISPOSAL OR OTHER AND N011FY Tt1E ENGINEER OF ANY DISCREPANCIES DCC1 Design Calculations HIGH WATER USE UNITS. PRIOR TO THE START OF CONSTRUCTION. NOTE UNITS OF CLEARING WILL BE OUTSIDE OF THE 5' 9 • NO ACTIVITIES ZONE SHOW. CONTRACTOR SHALL INSTALL. ��� THE PROPOSED SEPTIC SYSTEM IS NOT LOCATED M�T'H1N THE CONE OF INFLUENCE OF �- SILT SOCKS, OR APPROVED EQUAL, ALONG THE NO ACT1VI11E5 Average Daly Se Wage I=IOW (Gallons) �' ANY MUNICIPAL WELL NOR ARE THERE ANY PRIVATE wC'�-S LOCATED M/TI-�N 500 FEET 5' NO �/ ZONES AND PROPERTY LINE IN THE VICINITY OF THE NO PROPOSED 4 BEDROOM DM�ELLING 0 110 GPD PER BEDROOM = 4I0 GPD SOIL TEST PIT (RADIALLY) OF THE PROPOSED SYSTEM. ALL PRIVATE MK1LS LOCATID WITHIN 200 FEET OF 11 tE PROPOSED SYSTEM ARE SttOMM ON THIS PLAN. ACTIVITY , ' / AC11V1T1ES ZONES PRIOR TO THE START OF CONSTRUCTION. _ ZONE / DUSTING CONTOUR - - - - qq - - - - EXCAVATE ALL TOP, / � Septic Tank: SIZIYIg (Gallons) SUB AND ANY OTHER SOILS ENCCXIN� DOMM INTO THE SANDY m / / 200� AVERAGE DAILY .FL.OW = 2 440 _ 880 GALLONS PROPOSED CONTOUR 100 LOAM LAYER, ELEVATION 194.5 AND FOR A HORIZONTAL DISTANCE OF 5' ON ALL .SIDES DCC2 `'� ( ) OF THE PROPOSED SYSTEM. BACKFILL TO ELEVATION = 202.3 WITH SELECT ON- SITE 4 BEDROOM HOME REQUIRES 1500 GALLON TANK (MINIMUM). STONE MALL OR IMPOR11D SOIL MATERIAL CONSISTING OF; CLEAN : GR,%" SANE FREE OF ORGANIC MATTER 0 CRROTHER METERIOUS LNG THE ':[�M SIZE REQUIREMENTS OF Leaching Area Calculations �() (5) [CONSTRUCTION IN FILL g ELEVATIONS SI10MM ON THIS PLAN ARE BASED ON AS"`JMED DATtA. SCNL CLASS: CLASS II (SANDY. LOAM) PERC RATE IN TP Al M/AS 18 MPI MAGNETIC LOCATION TAPE TO BE PLACED OVER SEPTIC SYSTEM COMPONENTS IN ACCORDANCE / PERC RATE IN TP 31 VAS 30 MPI COMMONWEALTH OF MASSrACHUSETTS M/ITH 310 CMR 15.221 (12) DCC3 � � � � DESIGN FOR 30 MFl PER TITLE V. Dartmouth, Massachutsetts SOIL ABSORPTION SYSTEM SHALL HAVE A MINIMUM OF �, ONE (1) IySPEC110N PORT I ,~ Re a ire d Minimum I oa n tin Area: CANSI STIN G of A PERFORATED FOUR "(4) INCH PIPE PLsNCED VtRT1CAL LY DOMM INTO THE / 43 �g ADF- 440 GPD / 0 33GPO /SF 1'334 sF DCC4 I 1 / Q NOTE. BOARD OF HEALTH REGULATIONS REQUIRE LEACHING API 164 I Lot / TP 6' x 52' FEED AREA TO BE 600 S.F. MINIMUM. � I i i _ Parcel 1 l / RESERVE TRY: LEACI-tING TIED 26' WIDE AND 52' LONG I q� = 8o, o0a S. F�. AREA 1 ti� 26' x 52' = 1, 352 SF \ANT /co DESIGN = 1,352 SF = REQUIRED = 1,334 SF OK �— . INSPECTION PIPE I I P OSED I 1 I AT LEACHING FIELD 5p 126' � x 52' 4 UNES Test Pit Grade Elevations r� i PROP t 1 I �A2 I N CONNECT ENDS TP Al = 200.0 PC0i i I 30' f I i ,I TP A2 = 199.8 t� TP 51 = 200 0 Percolation Test* Dote: OCTOBER 31,-2006 1,rn. —'9_50 AM __ Observation Hole / At 81 Depth of Perc 46 TO TOP OF HOLE 64 TO BOTTOM OF HOLE:. 42" TO TOP OF HOLE 60' TO BOTTOM OF HOLE Start Pre-soak 9:55 AM 9:57 AM End Pre-soak 10:10 AM 10:12 AM Time at 12' 10:10 AM 10:12 AM Time at 9' 10: 36 AM 11: DO AM Time 'at 6' 11: 28 AM 12: 29 PM Time (9'-6') 52 MINUTES 89 MINUTES - Rate MIn./Inch 18 MIN/INCH 30 MINANCH STONE TO THE NATURALLY OCCURRING SOIL OR SAND fL- BELOM/ "frz STONE 111E PIPE 5HALL BE CAPPED WITH A SCREW TYPE CAP- AND ACCES518ff TO M nIN THREE (3) INCHES OF FINISH GRACE IN ACCU� ANLE WIlH 31iJ U"IR la260 (13) CONTRACTOR SHALL VERIFY EXISTING CONCITIONS AND NOTIFY TIf ENGINEER OF ANY DISCREPANCIES PRIOR TO THE CONTINUATION Cf CCNSTRLJC110N Pi EPE I VED Requested Variances 211 AUG I i AN 9: 56 NO VARIANCES ARE REQUESTED FOR 11115 INSTALLATION. THIS SYSTEM IS NOT DESIGNED FOR GARBAGE GRINDER, WNIRLPrn np OTHER DCC5 ! I ! I I I / I TP B2 = 199 7 * Minimum of 1 percolation test must be performed ifh both the primary area AND reserve area. HIGH WATER USE DEVICES OP-1`iBO / / EXISTING - / 1 J I I r / DWEWNG Site Passed Site Failed ❑ 5' NC) ' I I /I �O I T8 r / y CEORCE AYOUB --------------- -- -- - -- LJOA1 LLJLTI 1 lO I LS -3—Q;� r (� (�� / lI ' I 5 / Performed B THE APPROVAL by { FS VrrrtC ACTIVITY I I / I PROPO S S / / CHRIS ---- — B -- DOES NOT GUARANTEE THE ZONE/ 4 / 4 / / �O, / Comments: _*tx' rJ - :y --------------- ------------ ---- -- ---- E 0 A EFFECTIVENESS OF ANY INSTALLATION II �I DW7 IJNG / I i / 18' R 0.w DARTMOUTH BOARD OF HEALTH ��yy FORMI—SOIL EVALUATOR FORM / ® / / / / / , / r- FORM 11—SOIL EVALUATOR FORM DC06 YAP 64 Li: MAP 64 LOT 1 l Location Addres N. DARTMOUTHF+' o20AD PAGE 2 OF 5 N DARRTMOUTH, MAR027AU PAGE 3 OF 5 Lot No. --------- —=------ Location Address or Lot No. ------------------ --- f CONSTRUCTION OF THIS SEPTIC SYST )n—site view 55 ° F� On —site Review 55 ° F MUST 9:45 AM CLOUDY 10 31 06 .9:535 AM CLOUDYI V S Deep Hole Nun Al 8C Aerate: Time: ------- Weather. ___-- B1 & B2Dota: //Time. Weather*��A / �, ` ---- Deep Hole Number:------- ------- -- _---- ----- .. U YES Location (Identify an site plan): YES BOARD OF HEALTH STAMPS YEARS OF THE DATE OF APPROVAL Location (idea' , on site plo): ---------------------- ---------------- ' PROPOSED / / ND/RESIDEITIAL Slope (' 3-4_7. Surface Stones: MANY _-- _ -- _ Slope (%): --- _ I 1 j� 1USTENG ,1� Land Use Wt___ _ — Land Use: �ODLAND/RESIDENTIAL 3-4_i Swrfoce Stones. __MANY __— p APPROVED /PROF !`j E V°getaUon. k' .:NLY-MAPLE AND OT1-` KINDS -OF -TREES --_ Vegetation: _!MAINLY MAPLE AND OTHER _KINDS -OFF TREES -- ENGINEERS AS -BUILT PLAN Ot i PPRO1i4GD D� TOWN OF DARTMOUT I / wATERf ,�,� _. - -TERRACE--- N STATEMENT REQUIRED BOARD OF HEALTH ISERVICE - Landfarm ;ACE YES Position CERTIFICATIO H ------- YES I / / / 5 ( � � Position on landscape sketch on -the back}: p, p c / Position on Iu :.-.cape skald: on the bcen;: -------------------- _-- _-------N/A--" D I , / Distances from: / Distances from: /__ feet Drainage Way: Open Water Body. _ ge Way —_—_ feet �- R / � BENCI'tMARtC _N A N�A feet _ N A Y _ BOARD OF HEALTH DATE: %ESTE RLY BOLT Open Water Body. 9 y -- 1 feet Drainm200 IM� Y _ r Possible Wet Arec >100 feet Property Line _ 30__ feet Possible Wet Area: _>100 feet ProperFty Line: _ 30__ feet INSPECTION REQUIRED - -- R AGENT• i� MALL N A >100 feat Othec: _-N /A / -- Drinking Water Well: 1_--------- / Drinking Water Wet: ,—>100 feel Other: ---`--------- /� 209.70 LCCS 18' R.O. W. I `"r (O I .-4 833.64 TO q2 IOLD FALL GRAPHIC SCALE RIVER ROAD 40 0 20 40 80 I�5 I I -_ ! "M I A.P. 64 Lot 2 I ( IN FEET ) 1 inch = 40 ft. 160 DEEP '03SERVATION HOLE LOG Depth from Soil Soil Textun Soil Color Soil Other (Structure, Stones, Boulders,, Surface Horizon (USDA) (Munsell) Mottling Consistency, X Gravel) (Inches) 0"-5" A SANDI 10YR2/1 N/A FRIABLE LOAM 5"-28' Bw SANDI' LOAM 10YR5/6 - N/A FRIABLE 6%036" 28"-a6" Ct SILTY LOAM 2.5Y6/2 PROMINENT 10YR5/8 FIRM I 46"-122" C2 SANDY LOAM 2.5Y6/3 FIRM 8% GRAVEL, COBBLES & BOULDERS * MINIMUM OF 2 HOLES REQUIRED AT EVERT' PROPOSED DISPOSAL AREA Porent Material (geologic): -- GLACIAL TILL __ Depth to Bedrock:_— N/A Depth to Groundwater Staiding Water in the Hole: 97__BELOW_SURFACE Weiping from Pit Face- _ 66_'_BELOW SURFACE 36" BELOW SURFACE Estimated Seasonal H'9h Ground Water: __- ---- DEEP OBSERVATION HOLE LONG _ Depth o�n Soil Sol] Texture Sol[ Color Sol Other (`-5lructure, Stones, Boulders, Surface Horizon (USDA) (Munsell) Mottling Consistency, X Grave]) (inches) 0"-6" A SANDY 10YR2/1 N/A FRIABLE LOAM 6'-29" 8w SANDY LOAM 10YR5/6 N/A FRIABLE 29'-122" C SANDY 2.5Y6/3 6%036" P OMINENT FIRM 8% GRAVEL, C08LILES LOAM & BOULDERS MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPCDSED DISPOSAL AREA Parent Material (geologic): __ GLACIAL TILL_—_ Deptth to Bedrock:__ N/A -- "-BELOW _ _ Depth to Groundwater. Standing Water In the Hole,9f� _ _BELOW SURFACE Weeping from Pit Face: _ 60"_IB_EL_OW SURFACE - EsNmated Seasonal High Ground Water: _-3- -BELOW SURFACE-- Soil Report & Test Data /©-/70 � � Y �. \ NFU' _ -7 d — — _ — __193\ — ro Ni `— 196�-- _ — �\ �` — _ D YY —_ —_ 194- d N=i 9 18.61' 01" Y .� I+ p . �� �� I O >-u O>> rn Q CD Q -0 =q C;;a CDD o 8 Zl .17 C) p �• Q C(D CD A!3 S, 70 1 Ao•r.ri g i ��NO Z�� -Ua n N � IC � CD o Li nvowCD Q CD = tD � S,En (D II v a �-+CD r-f- - N (n o D _ 0 I rN :3 t0 t 10-170ab 196, cn \ Y C11 - e c„ RpgDVA r \ _ \ j99 �rn ,op` G RO�IV,4Y c'_n V� N O Z Cl co t2A'� � rl � �O -a D � � a: W Jim <77; •?� ' N JO cfi tT C' O O 9 � CD nESIDEDTIL 2.1 Owner Record: ArQAY AVIER -4p? Name (print) % 2.2 Authorized Agent.. ti Name (print) SECTION 3 ECTIOON3 3.1 Licensed Construction Supervisor: Licensed Construction Supervisor: L Address: 7 Iq Y A7 R/A-h( IPA i ,.ir r, u l 3.2 Registered Home Improvement Contractor. -- Contact Address Phone Number UCTION SERVICES- Not Applicable ❑ ( License Number: 6 > Expiration Date: 6 12 Are you a Home Improvement Contractor subject to (780 CMR.110.R6)? ❑ Yes 13N, If No, go to the next section! O Are you claming exemption from the requirements? ❑ Yes ❑ No V If Yes, submit the required affidavit! Company Name: (-5-n M 0 I)t) !�-2 Address: Not Applicable Registration Number (if none, state "none"): --- • Fl I Expiration Date: 3.3 For Residential Remodel Work Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, 617-727-8598 ❑ a 1 am a Homeowner performing all the work myself. Owners Name (print): u Signature: By signing the above, the homeowner acknowledges that there will be no eligibility to the Guaranty Fund Date: 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 5108.3.5 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1, 1982, no individual shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of buildings or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors. Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. For the purposes of this section only, a "Homeowner' is defined as follows: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a Homeowner. LSignature: pplying under this section sign below: Your signature carries certain responsibilities, including but not necessarily limited to, general liability SECTION 4 WORKER'S COMPENSATION INSURANCE AFFIDAVIT (MGL c 152 6 25) ' Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this, affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: Yes ❑ No I SECTION 5 - DESCRIPTION OF PROPOSED WORK (Check all applicable) ❑/Deck ❑ Pool New Construction' (Energy report required) 16/ ❑ Addition (Energy report required) ❑ Repairs ❑ Alteration ❑ Accessory Bldg. (Shed/Garage) ❑ Replacement window/door No. of windows _ Doors ❑ Chimney/Fireplace ❑ Roofing/Siding *If new construction, please complete the following: =SingleFamily-No. of Bedrooms No. of Baths 2- Two Family: No of Bedrooms Unit 1 No. of Baths Unit 1 No of Bedrooms Unit 2 No. of Baths Unit 2 )<Furnace (hot air) - fuel gas (natural or propan , fuel oil lectricity, other (specify): ❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other XAir conditioning - (separate unit) ❑ None of the above to be provided XHot water: Gas Electric Fuel Oil Other Description of proposed work: Signature of Owner ❑ Woodstove/P(�ftIlet Stove ❑ Other (Specify below)) ❑ Demolition (Specify below)) SECTION 6 ESTIMATED CONSTRUCTION COST Item Estimated Cost ($) to be completed by nprmit annlirnnt :Z,L ;Z/( Date SECTION 7B - OWNER/AUTHORIZED AGENT DECLARATION Q/TU,-ftJt,9-f , as Owner uthodzed Agen ereby declare that the statements and infortmation on the foregoing application are true and accurate, to the best of my now edge and belief. Signed under the pains and penalties of perjury. �. /,r41 Signature Agent r Date RESIDENTIAL ❑ Approval in Part (Per 780 CMR.5111." $25.00 APPLICATION FEE IS NON RE-FUNDABL_7 & NON -TRANSFERABLE DATE RECEIVED DARTMOUTH BUILDING DEPARTMENT RECEIVED ff° 400 Slocum Road, P.O. Box 79399 ! k! ,I !Tt ^ 1~ �: _ T ,DEPT. Dartmouth, MA 02747 Phone: 508-910-1820 Fax: 508-910-1838Tj JUL 25 PH 12; 17 •.,l564 www.town.dartmouth.ma.us APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING THIS SECTION FOR OFFICIAL USE ONLY AL Zoning Review: Signature: Date: Energy Report: Signature: -� r- Date: ¢ire Chief: ignature: Date: Board of Heal t /��1�ignature: Date: Conservation Commission: Signature: Date: Other: Signature: ) J► l� / / Date: Brief description of work being performed., J 1.1 Property Address: 7-SITEINFORMATION a L 0 FA-tc- /uI(tA-,ep. Uj��7Mc Lot Area (sf.) 15 f1n D / 5 Frontage 3 2-(,- Required Provided Front Yard 161 + Side Yard 0 Rear Yard 5 134-- 1.4 Water Supply (MGL c40 s54): ❑ Municipal Y'rivate Well c AUG 0 9t-" 1.2 Assessors Map & Lot Number: Map G Lot 2 - 1.3 Historical District ❑ Yes XNo Has application been submitted to the Historic CoSmmission? ❑ Yes ❑ No Date: 1.5 Sewage Disposal System: ❑ Municipal )(On Site Disposal Systtem EJ CONSTRUCTION PLANS S.-A SITE PLAN � ENERGY REPORT