The URL can be used to link to this page

BP-06894ADDRESS: MODULAR STRUCTURES PA. INC. - MASSACHUSETTS NOTES OFFICE44AILING R.R.02,.SOUTH OLD TRAIL ROAD SELINGSGROVE, PA 17870 EXTERIOR ENVELOPE THERMAL PERFORMANCE: ELECTRICAL RESISTANCE HEATING FOSSIL FUEL HEATING ' PLANT ADDRESS: SAME AS ABOVE COMPONENT REQUIRED DESIGN REQUIRED DESIGN *WLLS(OPAQUE) .OS .OS .08 ., .07 MA., MANUFACTURERS NO. FLOORS • EXPIRATION DATE: r16�+ __. _ ! ;� _ -INSTALLATION):. .OS .OS .OS .OS I. INSTALLATION) ROOF/CEILING `-:G33 -:033 -:033 -:033 ` THIRD PARTY INSPECTION AGENCY:. PPS CORPORATION DOORS .40 .14 .40 .t4 WINDOWS .40 .40 .65 .65 ' FOUNDATION .08 SITE -INSTALLED .08 SITE -INSTALLED MA. THIRD PARTY NO. TPIA 002 *OVERALL WALLS - . i WHEN DOORS@WINDOWS - - EXPIRATION DATE jr/i ; EXCEED IS% .105 105 .167 .165 ---_ -�--^ (USING .26 WINDOWS/DOORS AT 161 ELECTIC HEAT) MODEL: j( j(„(.j jai-WPQ (gALABEL/LOCATIAT 16% NON ELECT.) DTA-PLATE/ LOCATION:' .STATE WIDE a KITCHEN SINK BASE-MASSACHUSETTS LABEL PFS LABEL U§SE GROUP: Rq PPS DATA PLATE EACH TRANSPORTABLE B AASSACHUSSETTS LABEL ' CONSTRUCTION CLASSIFICATION: 5B (SECONDAR` .WSET, SEE FLOOR PLAN) .FLAME SPREAD RATING• IS LESS THAN OR EQUAL TO 200 I .FLOOR AREA (PER STORY): 400 MIN. SQ. FT.4uE0 MAX. SQ. FT. *VOLUME OF ENCLOSED SPACE: 531,11 MIN. CU. FT.k-,PW MAX. CU. FT. ` - *NO CONSTRUCTION CONTROLS REQUIRED GENERAL NOTES IF VOLUME EXCEEDS.35,000 CU. FT. .(MEETS EXCEPTION FOR ONE AND TWO THE ENCLOSED PLANS AND SPECIFICATIONS ARE THE PROPERTY OF MSI FAMILY DWELLINGS). HOMES. THE METHODS OF CONSTRUCTION DETAILED WITHIN SHALL BE KEPT CONFIDENTIAL. ANY UNAUTHORIZED USE OF THESE DRAWINGS WITHOUT THE J' STORIES ABOVE FOUNDATION: � CONSENT OF MSI HOMES IS PROHIBITED. NT BUILDING HEIGHT ABOVE 'FSI HOMES WILL BE CONSIDERED AS A "SUB -CONTRACTOR" IN ALL FOUNDATION: /21'4` MIN. /1' MAX. (HEIGHT BUILDING PROJECTS, SUPPLYING A BUILDING COMPONENT TO A "GENERAL - - DIFFERENCE DUE TO VARIATION IN .-CONTRACTOR" OR "BUILDER". THE SPECIFICATIONS ENCLOSED ARE FOR - -: ROOF PITCHES). DESCRIBING AND DETAILING THE PROPER USE OF OUR MANUFACTURED - - BUILDING MODULE AND IT'S CONSTRUCTION. COMPLETE BUILDING PROJECT DESIGN OCCUPANCY LOAD PER - i DESIGN (I.E. SITE, FOUNDATION, DECK OR PORCHES, ETC.) SHALL BE BY FLOOR: MIN.400/200.2 OCCUPANTS: MAX. 1 BUILDER. ALL NOTES PERTAINING TO "IN-FIELD","ON-SITE" OR "BY /0 OCCUPANTS. BUILDER" SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. �- ': ALL WORK TO BE COMPLETED ON -SITE BY BUILDER IS TO BE SIT?' -INSPECTED. I FiRE.ALARM SYSTEM: TYPE III SYSTEAV(SNOKE-DETECTORS) - J'1'H'1'1': HCiN:Nt.;Y LE" COP" e7 RTC � H RE > RP 10, CO E A Osy. Of,Tztiis Endorsed _ Plan {Must et on, bide a ,.. During � ii'kru�ti - 4D f�. y t Sl?ECTICI(jV ( �� EPT;! X rot;�T tsa;'P tJlr.�;IVv OEP�t l NIT s? c.,..- THIRD PRTY - JUNCTION BOXES INSTALLED IN PLANT, THESE PLANS MUST NOT BE SCALED FOR DIMENSIONAL REFERENCE. VLAL YACir,S — 1 1 I - 'FINAL LOCATION OF SMOKE DETECTORS ALL DIMENSION -LINES AND NOTES SUPERSEDE ANY SUCH REFERENCES. ---- �� UNDER_JURISDICTION-_T=hTi--F.IRE.:MARSHALL.�- "' 24' WIDE HODELS ACTUALDIMENSIONFROM THE OUTSIDE FACE OF WALL fuf�C/Ji D n :•�., cJ "K FRAMING IS 23'-8". _ - -- ; FINE SUPPRESSION SYSTEM: NA ` A� O.,aaER: NA w eDJ d0'Y i�.-X _�/' U Ca a) MASSACHUSETTS CODES / ;geoc ?�� +> a) . DESIGN LIVE LOADS: 1992 MA FUEL/GAS/PLUMBING CODE REQUIRED: DESIGN: .tl"��^ '� �^ 'WALLS: 2) P,B.F. 21 P.S.F. ROOF 40 P.S.F. 40 P.S.F. 1993 NATIONAL ELECTRIC CODE W/AMENDMENTS - ,,{� _ - _ c6 FLOORS: 40 P.S.F. 40. P.S.F. 1987 BOCA NATIONAL MECHANICAL CODE W/AMEND. t lV"K�/I,l{��/� MA STATE BUILDING CODE FIFTH EDITION - ` cl C Wt CORRIDORS: NOT OFFERED NOT OFFERED /P,C� l � - STAIRS: 40 P.S.F. 40 P.S.F. - - r. F•"� SEISMIC: 60 P.S.F. NOT OFFERED Y"Ju Cr;fi}--�;�llz IVIUST BE KEPT /C7� � ,CD � � LS,. SEISMIC: .DESIGNED FOR OVERTURNING � - : DUE To WIND - TT THE BU!LD!N'G DURING T' .`- �-� :� "� <i . FLC�DR JOISTS: 23 8" WIDE UNITS: 2x8 /2 SPF @ 16"O.C.:._ - --- - -- ---- - C f �,/�jj �j - '/'23 8'-27'- -- - ' /' 6" WIDE UNIrc.��• NT SS CIS THIS WORK. eaw @ - BUILDING DEPART -IN E i t.1U i- l r t CENTER BEAM: MOUTH C TOWN OF DAR �8qpq;q M � ©a��,�CL Of work proposed �; G. D EATEN SPECIAL USE PROVISIONS, a record copy RANCH • MODELS i C0'D.. _,..&C, LIMITATIONS: 1 This plan has been reviewed and accepted as 6TH Edition . The owner, � � � compliance with 780 CMR final . wv owQ Dartmouth �_:,'... c 1 ` .. f to be performed in comp l.a _ errors or RANCH i s LAJ any A applicant/agent an architect/engineer is responsrble for insuring � � ! � � s 6 c m liance with the above -mentioned coderi �w iehsti license contractor w � c co an A TWO MODULE SINGLE LEVEL HOME PLACID ON M p change in M, omissions in the record plan. to this Office immediately. Any g EITHER A CRAWL SPACE OR FULL BASEMENT kv' or engineer must be repo e m ner. b)-�EVE1- i Ci5 RAn/c F'OUNDAT_ION. ' T: plan must be submitted tot is office rn a f ' of WL BI-LEVEL RANCH �4g4quu.q, EC Signature �� 1 LEVEL HOME PLACED ON HEATING SYSTEMS: SINGLE •••• EL �. -_ -=- - - - _ A TWO MODULE •. PLAJIate �f--� _-- NG�N .• •••. S MODULAR STRUCTURES BTU/FLOWN OF DA OUTH BUILDIN DEPARTMENT A FULL BASEMEar FouNDATION WITH A SPLIT y�� •• • �� Q F PA. I NC. INSTAL • » STORY STAIR ENTRY. FROM MODULE MAY OVERHANG ;y ' ' � 1Q • , IN 2NI FOUNDATION UP TO 241 . : r<T', = R.R. #2, SOUTH OLD TRAIL ROAD coMPLE 3 :C ; -1 -. SELINSG OVE, IPA 17870 PREFAE NOTICE i iL U.L. L , APPROV PLANS MUST BE KEPT AT SITE DURING RANCH BUILDING SYSTEMS F�DRN c : CONSTRUCTION. PLAT & LOT AND ADDRESS • F .t...••NG,,�q�`e'°` ON -SIT MUST BE CLEARLY POSTED AT ENTRANCE TO . ION AI ee OR LOC:. 1��0+4rr1�1�11�0`b1COVER SH 2ET -_ gg vErTaNc SYSTEMS: RANGE i SITE. 16 OCT �. �� Y : ATE: CA NO. _< 1 exTERrc � . J .1- � �t��91 NTs . 1 / GOWW 5NEE7- Z TyP/�A.L ELE %A i/DNS OPTlo//AL ELEl/A2IV.A/s T f11AL ,SAiy,''OCOMS 7-/6.9/ �__ _ ryPl� At . FovQ;a i /air � 9•/6- q/ _ __ .. SECT/oA/S a`- lJETAJL S �z - S�-cr�oNs t U6TAt L S 9-7ts- / /O fi.PE" SEPARA r/oN o�rA L S 9'�6- 9/ 11 SPec1F1r_97'O,v FE - 14 MAS i - F ^ cAl. -1D1 `_ - /G -9 c c %&L 9-14-91 /7 Fl- t,M8/A/L7 9/ ti y L f 48' 0„ , 12,_ 4„ 91- 0" 81- 0' 10'- 1 1/2" 6,_ 3., 3046 24210 24210 1 9 4�' 243P� HDR 3 2x8 SPF 2 BATH N 36 SR O #2 'LABELS o UTILITYW ROOM Ln ID L'i—k DINING VM - - BEDROOM ROOM m #Rio N I I� N KITCHEN L ; I 00 1-� ':R- IS, BATH I �o. M #1 OUTH 2x3 WALL � ,71D FLAN tD � COY Of 'This Endorsed M . o 7❑ BSMT COLUMN ❑ I CLG_ ACC_fl � n dust Elm Kept On 18 CC)®� > REO'D. I PNL.During ConstrVion CDI ------- • N 5'- 0" 8'- 6" 3 - 6 4\ - - - - - - - - - 5❑ s❑ SON0-TUBE RES. CORPORATION SIZE AND IJJE w w I 5 SPI_CTION IS REQUIRED C3 .� Y J `� fans m I E C�GR` T E IS Certified to r~ J ORET a 811,Wficable codes and r ufa ` BUILDING DEP�,RTf�1ENT CY)BEDROOM Imo'' o #2 ® I BEDROOM i Town of Dartmouth A UNIFORM CONST. CODE 1 #3 ® I 12> 4" 2'-10" 10'- 0„ 2 -10„ i' I HDR 3-2X8 SPF#2jj7 a HDR 3-2X8 SPF#2 0 3046 3046 3046 3046 3046 YOUR DR 1.11NG MUSH BE KEPI � AT THE BUILDING DURING THE NOTES: PROGRESS OC THIS WORK. I. 2x6 EXTERIOR WALLS 2.`6/12 TRUSS ROOF,_16" O.C. ` 3: 2x10 FLOOR SYSTEM 4. 8' CEILINGS 5. HOT WATER BASEBOARD HEAT BUILDER: 1 ATLANTIC MODULAR HOMES CUSTOMER:� RYZNER SERIAL STFATE: MA MODULAR STRUCTURES OF PA INC MODEL: BRIDGEPORT 11 SIZE: 27'6 x 48, REV I SED 259 South Old Trail Rd. Selinsgrove, PA 17870 DRWN BY: BAH DATE: 04-09-98 I (717) 743-2012 CHECKED BY: F I LE : ATLARYZN I NOTES: 1. ALL SMOKE DETECTORS AC/DC. 2. HOT WATER BASEBOARD HEAT BUILDER WP CHIME= 3UTTONI CHIME U'Vil BUTTON GFI 1ILLIN i FRONT ELEVATION i RIGHT SIDE ELE � K Plans certified to Nay all 2PPlicabie codes and rc, N1A 1 URM, CONST. GOOF MAY u „ature-114 amal LEFT SIDE ELEVATION 48'- 0" r— — — — — — — — — — — — — — — —. — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — I — — — — — - — — — — ` — — — — — - — — — — — — — — — — — — — — — — — — — — — — — � 1 I P.F.S. isORPUR ATIM,! I Puns Certified to cum"m 0 I all anpf'-, 1b;e clues arid, regulatm I I 1PIA UIN11FOR ski COIN T. CODE 1 1 1 KA AV i In _ 1 I I I ,37 tlat'u I ix 1 r — — � r — — r — — r — — I I I I 1- I I I I I I I I � +-- - - - - - - - - - ----- 1 I I I - - -------- IL - —+- I I I I I I I I — J J-- �-- �-- �-- I 1 7' 6 1/2' 71- 0' 7'- 0" 7'- 0' 5'- 4„ 7.- 0' 7'- 1 112" 1 1 Ra<� R�� 14 III I 1 I mu �.� ka€ asae srj� . I 1 a3L,'7 I gg �^n. 1 _mpg xiO;;.�v 1 L — — — — ' — — — — — — — — — _ — — — — — _ — _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — 9 .. �Rm'ft9�5'G'1�Ci'r^.i• J 3. sa-: F✓s I i I I I I I I I` I I I 1 I - - 1 — — — _ — — _ — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ J NOTES: 1. FOUNDATION DRAWINGS ARE RECOMMENDED ONLY, ACTUAL FOUNDATION DRAWINGS SHOULD BE APPROVED BY A REGISTERED ARCHITECT Z . EUUNDAT I ON DIMENSIONS ARE FROM STUD TO BUILDER : [ ATLANTIC MODULAR HOMES CUSTOMER : 1 RYZNER SERIAL # ! STATE:: i _ MA STUD AND DO NOT REELECT EXT. SHEATHING MODULAR STRUCTURES OF PA INC MODEL: BRIDGEPORT LI SIZE: 27'6 x 48, REVISED OR HIGH "R" INSULATION. 259 South old Trail Rd. BAH o4-29-98 Se I i nsgrove, PA 17870 DRWN BY: DATE: I , (717)-743-2012 ATLARYZN I c CHECKED BY: ETLE: Norfrsi I- SIDING SBO/X IS f-I OTHER srDING4 ARE AVAILAB& 2- EXTERIOR LIGHTS To BE SffrPPED LOQSE PCR BOQV,-SI:ZX-SrAtLArr0,V BY BUILDER To PRE-wrRED r- ern 4 J- LArrow Bar aurwER.D ROr IS SXdYPEO L00%S PCR CW SITE INSTAL- .. 4- RANDRAILS, STOOPS, STAIRS, GUTTERS. DOiX$PoU?;-S, N -- ARE PURNWARD AND INSTALLED BY BUILDER If, S AND SPLASB DLOC7CS AND LOCAL COOE.S. _ ACCIORDAXCE WITH STATE 5. ALL NY"ATZONS ARE Sams wzr8 A S/12 Roar Pr-,ycE. SEE Roof DSrAZZS PM 07MM AVArLABLE RoorS. srsraxs 6- SEUTrERS ARE oPrrofrAL ON ALL )rODSLs. 7. sx7jr DRAIN REo"'RED ArjMW ONE RAQP PIECR� 2`0WARD ANOTHER (ON SITS DY BOZLASR). 9- BASExEXT WYNDows A" OPTIONAL POR Of SITE XASMAUATIoN BY BOdLDSR. 9. ROOrs DSSZCXZP Ar IO P.S-P. LrVS LOAD AS I?SR XA. 9Z0UTRErQXTs- 10- 7= XURM OP WINDOWS VARIES ACCORDING rO IMACR INDIVIDUAL FLOOR PLAN. l l , Xp-TOVRY VENEER OR OTHER PWXDATIOr PACING PVRNZISEED AND SITE XNSrAL- . LSD BY BUILDER. ` 12. TERXINATXCN RSICET O! XErAL Cal"ErS WILL 8E` THE EIGAMST POINT WHERE razy PASS rffitODGI -Ar !(IX- ABOVE MIN. OP a•-O' RIOTER SBAX ANY `T'so: ROOF rNr LlNa AND A PORTION OF A DfrizrarNG wITHIX 10•-0- (CHzrrNdrS so BE zAGrrAz.= Ow SITE BY aurwmt)., IJ. IN ArrrC AND ENCLOSED RAPIER SPACES, rw Prx-n UN VENTzLArING AREA RANCH SXV-L BE 1/1So OF THE AREA Cr rHE SPACE PrZML&"M, EXCEPT zr MAY BE REDOCED TO 1/300 IP Ar LEAsr Sot or r2mT Rsco Rm t axxzur WG rr AREA ZS PROv-rDED BY VEXTS Ar LEAST J• ABOVE =AVE CR CORNICE VENTS ---- - --- W/rHr BAr wcL OP REQUIRED VLxrzLATIOP PRovIDBID BY SAVE OR CORNICd VEXES. II. ALL DRAIN AND WASTE VENTS SMALL TERMINATE A fNZNXNOX of 12. ABOVE TH3 :ROOF LINE. fEXCEPr KASSACEUSSETrs To BE BISTWEMF 18- AND 2I-). 1S. fCPZ) RECEPTACLE, WEATHER PROOFED. 16. PArzo DOORS ARE STANDARD ACCOtDrXG ro FLOOR Pw". 17. ELEVATIONS SHOWN ME RIG87 SIDS. LETP SIDE ELLT rrcws ARE sZNILAR. • - I8. .DETACHED GARAGES ARE XOT A PART OP 7315-$VBXrS: roK. THIRD PARTY y 0 � fn >; S a 75p Td- r o�al P i � C a� BI-LEVEL --RANCH, Fo ( Y Lr m < t,ellttofft+rrrrr N 2 ....�.,qSs'�•,, MODULAR�J�ASTRTUCTURES RA TONN �% R.R.#2, SOUTH OLD) TRAIL ROAD C:) #32 { ^�, SELINSGROVE, ZA 17870 RANCH BUILDING "SYSTEMS rr �" TYPICAL EI"JITION" BY: DATE: CAL DWG . NO OCT 1 1 1991 ^Ilrj A. q��lgf uwliS ; . 2 i i DOORS AND VA DCWS rosm dY e"'p r NOT SHOWN _ OPT. PORCH ROOF OPT. CA ARAGE DOM" EAVE ► AY Nord t ArTACEW GARAGES SMALL BE CCNPLCTELr SEPARATED FROM 73Z ADJACZX7' BE EXTENDED IXTERIoR SPACES Arm rxr ArriC ARIA ar NEANS or s/d- GrPS4N BOARD APPLIED TO TZE CARAGl SZDE. - CARAGLS LOCATED BZWCA7E SCMES .SMALL XAVE MALLS, PARTZrZOtS, FLOORS AND CEILINGS S37AXA7YVC LAC GARAGE PXM TMZ ADJACENT ZXrZRIOR SPACES CO STROCZED OT DOT r TVANI I SCUM PZRE RESZSTAMCZ RATZXG. DOOR SILLS 8C8NEaf CAR.:CS AND ZXTERLOR SPACE SO ME I• ItiN_ ABOVE GARAGE ILOOR. hOUSE EAVE MAT OE o.a+'rcp :DOORS on VnNDows OPT. DORMER .LOOT SHOWN NA.SONRr VENEER CR OTHER rWJtDATTCW PACIXC PDXXZSAZV A" SZrr rXSTAL- .. '.:. r" Br BUILDER. I. SZDZNC SHOW IS I'; OrMZR SZDIdGs AMC AVAILtBLM.. 22- T£RXZXArZOM 9EZGMr Of METAL CRrRN"S MILL 89 Ar XXN. 3'-0- ABOVE _ 2- EXTERZCNt LTGdTS.70 BM SNIPPED LOWS FOR CNN SITE ZNSTALLArIOM ar Tea EZGMLS'r P0rXr NZERE raar PASS TXRCU E ME ROOF LINE AND A PbTL M 70 Mr -MINED wix. NIX. OF 21-01 ZrCMM TEAM AR.r PCRTrp1 OP A WZLDZXG VZZSIX 10--01 3- SLDZNC PW ENDS AND aO7_ RW IS SHIPPED I.Oc':sa POR ov S17C ZNSrAL- (CNINNEls ro Ba IASTALLry cm SITE sr surLDDt). t. LATTON sr WZIDEN. I3... IX ATTIC AND EXCLLLSZD RArm SPACES. rm NZMINOX VEXTILArrNG AREA EANDRATLS, STOOPS, STAIRS, G87TWAS, DOVXS(X=, AND SPLASH afO= SMALL BE 1/150 OP TEE.. AREA Cr rdE SPACE VENTILATED, EXCEPT ZT ARE PDRNZSMED .AND INsrAuxD By aurZDER ZII AOCORDANCS MZrM SLATE NAr.BE REDOiCD 70 1/300 ZP Ar LEAST 5Ds of rxv REOOZRED mmLArSXC AND ZQ^AL COONS. AREA ZS PROVIDED 3r VEXES Ar LSASr 3' ABOVE SAVE OR CORMZCS VEXES s. ALL ELEVASZOMS A" SEMS AUTM A 5/12 ROOF PrICE. SEE ROOF SrS7ZXS M/T= BALAmcr Or REQUIRED VElfTILATioI PROVIDED sr EAVE OR CORNrcr DNrAZLS PM OPMER AVAXLtBLS ROOFS- VEXES. 6- SBUTTZRS ARE OPMWAL CK ALL NOOCLS. I6... ALL DRAZX AND WASTE VEXES SHALL rdRNZEATZ A XZXZNON OP 12' ABOVE 7. "RN DRATX jtao"RED f/EEX ONE ROOF PZMMCS rWAAD . ANOTHER (oV r8 -ROOF LrNE. - (EXCEPT NASSACMDSSd7TS TO aE BSTVVEX 18' AND 2I-). sr7c sr DDZLDCR). 15.... (GPI) RECZPrACId. MEATMZR PROOFED. S. BASZNEXr MINOL:NS ARE OPTIONAL Pm CW SIZE ZXSTALLArrOX Er aOILDmt- 16. PATZO DOORS ARS STANDARD AOCORDZXC rO FLOOR PLAN. 9.. 10.. .ROOM DESIGNED Ar 40 P.S.P. LIVE .LOAD AS PER NA. REODZR&KLV S_ 17. MLdVArZCYNS SMWN ARE RIGEr SZDC. LEFT SXDC CLSVATTOXS ARa SZNrLAR. Tda AXWBER OF WrXDOWS VARIES ACCOWZXC TO EACH rNDrVZDOAL FLOOR Is- DCTACMED GARAGES ARE NOr A PART OF TFIS SO'BNLSSZON. PLAN - — THIRD PARTY MT. DOOR OPT:. �i REAR WALL) +�_-' p OF •• �N OF M •. N RALPH�-. tONN a : #32884-C ? 0 IA rrr,,' SlA o c� G y 0 Coa) ° G' CIS- El `,S"_"'< t; C-, CD p a.' _ n lZ MODULAR STRUCTURES OF PA- I Kfc. j R.R.#2, SOUTH OIL TRAIL ROAD SELINSGROVE, I -?A 17870 RANCH BUILDING; SYSTEMS, •.uibij T 1 1 991 OPTIONAL ELE74ATIONS , Y • DATE NQWG . rUTtL':: L 08fID Y NEDOODE OR DO, m1. rtD'Il! -,. 7'_B' NTTS HUH. tBPA, OE ELEV. PLAR TRANSYERSE ROOF . L , - RAXCN - RA15E0 RANCH - Io-o Anse er sL sOD�T1O.+,€. AP Psb LA"L DAT& I dL L SEZo WH L4WW — 1 ®OPT. DOOR O - - LID ei,Tt {5166 �- ------ 1 2 O S = ==_ e _ �� w! O STTODRRa E N, �`.� ;' O BE OWrrTED DEN Z ' 1 LOCATION E ,1 ECR CRAWL SPACE MODELS BEDROOM 4 i LAUNDRY ' KITCHEN DiNIt� ,i BEDROOM 1 B TH =+ STa.IRYiAY , = 11 7'-O' MIN. . ` ' • MR OPT. CATHEDRAL GIG. OPT. GtiT1EDFUL Cltt. OPT. �LjDOOR a THIS WALL ►tAY 8E OwTTED �,i•,� `.... e L)�, - ,� ` 1 OPT �yASNLRI OPT. 5T�5 0.'^`.� _ rc vn0 awt - i��1ji•• -. i 1 '. HALL 2 , e , ® :/DRYER AREA _=C _ —€so -r.. „"&a _ -_tea s a�-,i�: Q ® Q .4. -_C=__ '• OPL..Cl j ® r- OPT. eXn+Et>fRAL n.G. BEDROOMS H I 2 TZTIC3OACCEiS N � 0.� , 0. a of ,, 13Lb LAIR• CARPORT 1 1 GARAGE ° BEDROOM 2 BEDROOM 3 �1 11�? =1 HII� i UVING ROOM H FAMILY ROOM H aD l i i ' •,1 € 1 SZE VARIES ACC a 4 1 ..... -Y.+ ir.��M , I I H N �' ` 1 pl - Lta/i �. ENTRY 4 1 1 WIG TO FLOCK PLAN L-- -- I - CLOSET 60UTIONS n WRY A000RDr4 TO e O - MASTER RAOR PLAN I OPT. PORCH HOOF b �' A AD I- A"t— AM" Or DWELLtNG OIDtr TO BH 4.aw, So. rr. PSH 2. EVERY DWELLZHG DHrT SHALL HAVE AT LEAST QYHI; pock,NHLCH SMALL S NOT -LESS TRAM ISO 30. FP. or rtoM AREA. OTHER HABITABLE Rvs OCILS EZCEPT 1CZTCHEMS, STALL HAVE AH AREA OP NOT+ LESS TRAIN 70 SD.. PT. AND A MZNIARDP HORIZONTAL DZMENSZOIP OP. 7 Fnrxr. XZTCARNS XIN. 60 SO. P'T. Or FLOM AREA. ). EVERY ROOM ZNTEMDED FOR BUM" OCCUPANCY SIVALL HAVE NATURAL LIGHT PRGVYDED TIOWUGN AN EXTERIOR GLAZING AREA (Or NOT LESS THAN 8% OF TIES! PLOLR AREA. NATURAL VEIPTTLATZON OF AN DOCUPIED SPACE SRP.%" VX THROUCPI OPENINGS TO Tar OUTSiDC ArR, Nor LESS THAN 4% OF THE PILOOR AREA. 4. THE TOTAL GLAZED AREA rN ERTERLOR MALLS - HALL NOT dxC6e0 rHQSt SHOWN OP DRANING 15. 5. 36' SIDE HINGED PRrXARX Hf,'REw DOOR Rrouz t3D (SLIDING. GLASS DOCK IS NOT ACCEPTABLE). 1 MA. 32' MINIMUM SECONDARY EGRESS DOOR RL'QUIR=. 6. EVERY SLEEPING ROOM SHALL HAVE AT LEAST t WWRGENCY HCRF.S.Y WINDO/ OR DOOR. EGRESS WINDOWS SHALL HAVE A SILK HEZCHT AT 44' A.P.P. MAXIMUM. NZNZNUM 5.7 SO. PT. CLEAR OPEXrtNG..XINZXUM 24- .HEIGHT AND 20' WIDTH. 7. TNrRD PARTY LABEL, DATA PLATE .AND STATE U ABSL SHALL BE LOCATED UNDER THE Kz7cmm Sm. EACH ADDITIONAL Nr;LL HAVE EITHER A THIRD PARTY OR STATE LABEL (AS REQUIRED). LADWEL LOCATZONS SMALL BE _ INDICATED ON ZNDZVZDUAL PLOQR PLANS. 8. HABITABLE SPACE SHALL NAVE A NZNZMUN Rr=ffT OF 7'-6' MEASURED PROM FINISHED FLOOR TO PINZSEED CEILING. '.. 9. DRYER TO BE VENTED TO EXTERIOR. _ -20. OPTZONAL FIREPLACES SHALL BE ZNSTALL£ZD ACCORDING TO THE XANUPACTVRERS' ZNSTRUCTZONS AND NPPA 22I-11980, .AND SHALL CONTAIN TNEDNIT SPECZPICATZONS LISTING AND TSE XAXDL7ACTDRERS'-INSTRUCTIONS. THIRD PARTY t 00 f D z) 0 N Q' I 01- t` , U �$ ALL PONUAL FLOCK PLANSWILLBE .THIS CR:WM AND BE /1VALABLE WON REOLIEST THIS RAM :LAY BE REVERSED INEITHER DIRECTION- _ -0' MAX- IN PART, OR N ITS ENT8IETY v .+ rr: ' ATTACHED GARAGES SEALS BE CckPLETELY SEPARATED FROM THE ADJACSIPT rxTzxrc. € SPACES AND THE ATTIC AREA BY MEANS OP S/8' GIPSUX BOARD APPLIED 70 THE Q.z , �+ CARAG= SIDE. s. \ i1.4..A• �pp p DOOR STLLS &X7Vi.EX CARAGE AND XX771=01? SPACES TO BE 4' XIN. ABOVE GARAGE% FLOOR. oZ yj me � i Ti-i r 0 b L RECESSED ENTRY . BI.LEVRENYRY RECESSED D€-LBtipt. �ASEIeENT STAIRS... SSj NIA___ NT S_7AIR5 0Pf10MAL REAR EKTRYLNTRY STRAIGHT ROW 3 LIT itDd- or TON t c • .0 OCT 1 1 1991 MODULAR STRUCTURES OF PA II NC. R.R.#2, SOUTH OLD TRAIL ROAD SEGINSGp,0VE�, PA 17070 1 RANCH BUILDZ:NG SYSTEMS MASTER FLOOR PLAN y TE: =NT�S�", TYP. KITCHEN ELEVATION Ns NY K. low M 2 : t K-7 K-11 0 p ` K-1 - K— p 4 i �cT _` ® OLos L�J ® / - noo.c oa zooac TM MM KATU rr+rx.L vraai -- -if o; zs s S__i i 2. STANDARD GAS RANGE RMCBPr. IS J10 V., 20 A. saa SSSar IpR tflCr. _ L _ y •-y m RAXGd YOLTAGd/Add7SRAGE. Q w s r 2. ALL JCZTCBEtS SHOWN MAY BE ROTATED 90' AND/OR PXVBRSSD IN EITHER _ •.s as Nm o o . N•. - .__ _.:.: DIRaCTTCN IN PART_ OR IN THEIR ENTIRETY. t R O '•' �O �' �" � - - I i 2 3. X17CJMW CABINS= MAY Bd OMITTED AND FVRXZSBED/IXSTAt -MV BY BUILDER sva-TrGr TO LOCAL INSPECTION. - 2 K - I t_ 1CITCEEN WINDOWS XAY BE OerTTTED IF SDPPZCIENT ARTIFICIAL LIGHT AND •"' Q nr VENTILATION IS PROVIDED. v - j _ - a = 5. ALL RANCE BCDOS ARE VStfTED_TO THE EXTERIOR. /.e... 6. SEE INDIVIDOAL PLOCR PLAN FOR =ACT XZrcBEX LAY-ODT. K-8 - 7. RANGE 80.0 PAX TO PROVIDE AN AIR EEcaANGE BVERY 30 XIXDtES (MIN. 200 c.t.a+.) PCR NY - ALL OPTIONAL A:ITC$3N ARRANGEMENTS SHALL INCLDDE CPS •,,, ,y, - FLCEPrKIlS AT 44' AFP. AND A 1000 B OR 2000 H TOa XZCX HEATER THIRD PARTY K-12 WHERE APPLZCABLS. K-2 - 9. ALL KITCHEN CODYTERTOP RLCEPTS. VIA 6' RADIOS OF SXNX SHALL BE �-- -� •t-- _ GPT PpormcTTD. 'Y O K-5 �.. ` ^ T 10. (NY) BATBROOr DRAINS. SHALL NOT Ba OVER KITCHEN YITHOOT YATERTIGHr •� VI ® 1 BARRIER/ SEE DETAIL/NOTE SEES= 25. �.. p 22. A RECEPTACLE OOrldT .SHALL BE SXSTALLED ABOVE EACH COUNTERTOP WrTR i ___ ___J M .. A LINEAR LBNGTH GREATER TSAX 22'. NIX. SPACING BETYBEX FBCBPT. t�. p TO BE ♦a-. COl7NTtRTOPS SEPARATED BY APPLIANCES OR SINxs SHALL CO.. BE R:tNSIDdRED SEPARATE (-OUlrTFJ72'OPS. ALL 25 AND 20 AMPERE RECEPTACLES U bQ 7.. p w w, • IXSTALIdD YITHTN 6- OP THE SIXX ABOVE THE CTOP SURFACE SHALL BAYS - w a• .wr. O x k w. 1I ,.,. GTI PROTWrZO►. L.. • r. 2 ... Ny N. .� l - IA a a, t Li.- �, 2 p °4 R - v .. .• I .�? Chi ," tm°o r. t. R l.1. yC �-_ Ny y � 1i% rat: r-1 �0 K-14 K-15 �a a Q L Y� L---------- / k K-6 Na Na •e R .,� o, K-3 e� �' !°' ? A K-13 vA OF o L__ - N. �......,., s '•., MODULAR :STRUCTURES o •.y��% OF PA, INC. _ z : RA H L. T0NN ': N = R.R. #2, SOUTfI OLD TRAIL ROAD K-10 17870 ., • o o : C SELINSGRO`_+aE, PA -----� L--- ` % '• �a.' ��: RANCH BUIEMING .SYSTEMS ----- o o i"� ru�ntt�tat TYPICAL -`KITCHENS' w --- -" • DATE: CAL DWG.. GOT 111991 y 1991 �x w � °l jih °1(i NTs FOR 30" OF WIDTH IN i FRONT OF SHOWER. B —7 Oy"L =0 - . I(l� no © � t ' T ; llIIII Y j T.•�. r m 1 o � .Z • ' LEGEND Y Muth MC WEDCNE C.UB:F-'T TB 1UYE1 BAR F L FAA LIGHT S SHOWER LNER CLOSET WC WATER CLOSET BT BATH TUB GT i GAA0,EN TUB ' rA 19 az 1 s ROTES: 1. BATHROOM WINDOWS MAY BE C1r1ITRED IF SUFFICIENT ARTIFICIAL LIGHT AND VENTILATION IS PROVIDED. 2. ALL BATHROOMS MAY BE REVERSED AND/OR ROTATED 90° IN EITHER DIRECTION IN PART OR IN THEIR ENTIRETY. 3. SEE INDIVIDUAL EIAOR/EC.ECT. PLAN FOR EXAM BATHROOM LAYOUT AND HEATER SIZE. 4. ALL BATH FANS VENTED TO EXTERIOR AND PRODUCE AN AIR CHANGE EVERY 12 MINUTES. 5. SHcwER WALL'PRUTECTION WILL EXTEND 6' ABOVE ROOM FLOOR LEVEL AND SHALL BE OF A FIBERGLASS OR EQUAL MATERIAL. 6. ALL SHOWER DOORS AND WINDOWS IN SHOWER/TUB TO BE SAFETY GLAZED. 7. HYDROMASSAGE BATHTUBS SHALL BE SUPPLIED BY A GFI CIRCUIT. 8. CLEAR SPACE IN FRONT OF SHOWER TO BE 24" X 30". 9. GcI RECEPTACLES SHALL BE WIRED SO THAT IF THEY ARE TRIPPED THEY WILL NOT INTERFERE WITH THE RElAINING OUTLETS ON THAT CIRCUIT. 10. FLOOR JOISTS/TRUSSES [RIDER TUBS 70 BE SPACED @ 12" O.C. TYPICAL BATHROOM ELEVATIONS _ Gfi r a O142 FN s� ®' L-. - MIN. B-26 (TyO.) Isci rJ 1 ,I I . - 4 14-L .I M;C A ®ir � It' V I , I GT B— 27 TB t j ILL. THIRD PART Y .s ,;-- � g C:. i <6 U � Cam' I Ld ! 0 'u- Q at La.� rz;, � 3 eF� 3333 - US e co3 C Li. �n tl:� ; �,' ,• A\-\N OF Njq 00 -�-- �. TON�t ma's_ WDULAFR STRUCTURES = OF Pik I NC. C1 IL ,jG; : R.R. #2, SOU',TH OLD TRAIL ROAD �pfi :. G, : SELINSGvME, PA 17870 ES . TAR `a6 • _ RANCH BUrLDINTG SYSTEMS TYPICAL, BATHROOMS OCT 11 1991 Y : f DATE, CAL DWG NO rrrs — NOTES i " , ,r 10. All construction S material below the BI-LE�IEL ir• 1. 8 Conc. 'lock Pilaster required with 10 0 Max if backfill joists is M.S.I. builder/dealer respon ibilityfandeisltor w F exceeds 6 0 above finished conditions and local requirements. be done in accordance w/sbuilder/dealer and/or 1 f�°d pusTeas OR RENFORCEO HA��T q are suggestive only. lacal codes. Details oR fy` umTs REdOAT CM04.Li'XJIToa 2• Crawl Space Foundation requires at Min an 18" x 24" access >' opening for ventilation 1/3 of 13 of Floor area provided by cross vents made insect and rodent' 11. Smokb detector to be located at bottom,( ,,: •�' E ay proof with screen or detectors in basement shall be the res of stairs. 'Smoke �► p..,o louvers Min clearance between wood members and interior R onsibilit of the *cds' r i ground level is 18", builder to provide and install (coil wire by factory), f' �®'\' �° r I SEE *cwEL i.FLOMPLAN ) 3. Windows or vents (installed by Bldr.) are required to provide12. onlndation drawings are recommended for' column spacing 1/150 of floor area as free ventilation and shall be located ( y• as close to corners as possible, �°4• ' Ventsnm snotebenrequired;ncheckrlocallx�eftiBi.-Uvel Units, q s. �{ `? s�jd S. Perim, rail attached to sill w/16d. Nails 161r O.C. s 61. /�M,S.I- will not assume any respo"ibil y-lf column, spaeing� ■ 6° �x l/ bq builier/owner exceeds Max span shown on `Lolly Coumn o ' S?acing Table. foQ 7. Location of washer, dryer, water heater, E furnace -in basement t.4 to be installed ' sO� per state 8 local codes (owner/builder cd . d►ro responsibility). S. Sizes reflect wood to wood dimensions of units allowing sheathing and siding to overhang foundation. If 3/4" Foam Insulation is used, increase the foundation in length 8 width by 1 1/2" to maintain proper overhang. This applies to all models. 9. On site insulation in floors or on foundation walls are CON(. FMER i required to be builder responsibility and to be done in THIRD PARTY ' accordance w/all applicable codes. ` B43% OTETO TECEW ER I 2� V8*W4E A)OVATER^ PROOF MON GRADE k'i0CtfilCON(. COVE �aka•sTt.RPLASTER 'D T CTR. CEDRO nw4o:!cY•,'CON(. FLO IJNlT5 RE0b AT CTR. DRO. LACATIOhS FEA F.�RJAr��AS RE vti K CONT.CONC. FM 4' 6RAYEL 7: V`4 t°. EXT. WALL INT. COL �c3o• 30. FTRa: rr!t Ke. INT. PIER TYPICAL. FOOTING DETAL' " ' ioa ,® NGINEER MODULAR STRUCTURES CONC. FOOTERS R.R. #2, SOUTH OIL TRAIL ROAD RANCH _ .: SELINSGROiVE, IPA 17870 rPAN c N 3y: °?`-F J `:. 3At1JtCLtITIOM AbAAIIL, FLDOt 6rCDG=ZILLLJL07'IOw�� F 4rfAlfp AL'.iC, 4o Rf.F. LLJC�V.Q • S.Pct arfi?Y_RlgtJrtt,N . .- n�' Ty10/.-,4 vwl'aT1-nis Y : DATE: C;AL DWG . . NO. >.1.�1. 91�4f9t wars 7 i J Krr. RANGE HOOD a BATH EXHAUST OUTLET 11 OPT Ida 24' OH. i� 11 F CbTN(EE_l ' 4 �p BATH EXSHAU 6�+w.+r o.h.• r�' $ SEE o.ISZU.OETAU CLOTHES DRYER EXHAUST LOCATIONAIR R (ON SITE) SEE DETAIL o�1 9. ' i r.R ' H.L � ... SEE INSULATION SCHEDULE -_ --b _- - - BY FACTORY 8TM OF FLR. JS CANTILEM%i . �- - :i •+g - AJ..6t &-ic BY BUILDER i tiT' 414 tna.aftJf J- �2CX B TREATED SILL PLATE �60� GALV. T�RMITE SHElC wi312.20 OtL N.8 3/4 0.1t aJTSIDE \ C 12 COURSE H.M.0 W/4' SCUO ' ( Lp CAP DURAWALL EVERY OTHER CCURSE.- 1a \�6R of b%b a' -A * i IL T -1l 4'CONC. SLAB W/ 1/2' CONC. PARGNG COVER M 6X6 WIRE MESH W/BITUMWOUS COATING • :< 4' GRAVEL BED V(.MIL.POLYETHLENE 4' PERFERATED DRAW TILE THICKEN qt AB UNDER .4 BAR CONTINUOUS LANDING SUPPORTS -TYP. 81-LEVEL 'CROSS SECTION SEE 004 DETAIL F TYP. CATHEDRAL ;25 CROSS SECTIONSEE i - 0411 DETAIL - 14 BI-LEVEL OR SPLIT LEVEL. CANTILEVER SFE Dw, TIDETAIL' 24 MN.(AREAS REOLtRNG ACCESS TO LECH. E P FOR SERVICING 8'MN _ OVERHANG CN NSIDE I XB TREATED SILL ikd.aw.+ .'.IY �3/4'OVERHAWG ON OUTSIDE . ` W PLATE 1 IXWCONC. PIER - ewaeJr Js J....a,l,.j o - o a FAIL POLY- ETHER VAPOR V2'CONC. PARGING BARRIER _ 4'GRAYET BED COVER W/BITUMNCUS CLY1 TNG .. CONC. 9• DETAIL H .: •a3 SEE o.lq 9./ DETAL D M X30 X 30 DRAW TILE 4 BAR CONTINUOUS TYP. CRAWL SPACE CROSS SECTION 'CRAWL SPACE VENTILATION SHALL BE PROVIDED ¢I THE",AMOYILTI OF NET FREE AREA OF 1 / 130.OF THE CRAWL SPACE AREA.O(/? — VENTS $HALL BE LOCATED AS CLOSE TO THE FOUNDATI-CORNER$! "AS PRACTICAL AND WAY BE PROVIDED WITH MANUALLY OPERATED• LOUVERS. ! TYP. RANCH CROSS SECTION REM TO M. NO. 10 •� FOR IRSDLATZON VALORS. e %G 36"MN E may` THIRD PARTY a C 0 f O =3less iCl CZ)_ I�..pr Ui LLJ t O 0 (ch Ca C-) (a: I LZCD SEE Dial 9,/DETAIL L C/5 C� u_: 29 -� 81—LEVEL WITH IEJ �1 FLUSH FRONT , I CC 1AAtHlIFi�,FF,' ,0 •'•••.•4L/f1'••,, Sm MODULAR STRUCTURES ••., ;• •;9� OF PA I NC. RA L TONN R.R.#2, SOUTH 0I0 TRAIL ROAD SELINSGIOVE, PA 17870 tom• �Nc)i ,6cld.01,4147 J5ysrEms L EpG ,�� OCT 1 i 1991 Y : DATE: "AL DWG. ExT.vwm-L/CATHEQRAL TFUSSi,•• BRG. SL MAIING LINE DETASDETAILOEO STD - t'J up iff 16 EA so 551 p - •• T .� �3///�/t////.•t/11it�r/l///ltilll.//.1/: li �•�� '�. i ��IIj� /�/a\~�� \\�'� }AEI\ • a r%� t•0 LANC04 ON SITE BY BLILDER i •- "-�li�=e�ay��aoare�®0o ,..�:..� .��/Li��RR�I i ►/G,i./.�1�1.1.11_L�11.1.� �it•vtr��r.��ttr�/��• ,. O _ ii i 3j�\`ii��i,�%jam �\ ��^\ ,�\%\�'�� •� � � �- :�,\y��O��ii�'/cam/i��`�y�\iy�`\��`� \\ o�' \\� �(C . •' _ fie . � � • • 1 • • • �_ is ,,��,i '/ice/i �p�/ijy,�/Q •,��i\�ij;. : • ,:• • �v%moo .,�� •, � , i MODULAR STRUCTURES OF PA., I NC. i = R.R. #2, SOUM 'OIa TRAIL ROAD SELINSGWT, PA 17870 nT _SE�TL9n/S . _4� 7-A ®C 1 I Y : TE : CAL DNWOG 1 L. TONN - -- DETAIL RV-r-R NCE NOTES 20. 233! Asphalt or Fiberglass (Class C) Shingles Over 11S 1. Aluminum Ridge Vent (Or Gable -End Vents) ( Felt 2. R-19 Insulation a/Vapor Barrier Toward Conditioned I 21. 1/2" APA Rated Sheathing 24/18 Expo 1 41• ones flashinend To g Stine 12" Of innorgllnairface Roll Roof ®� TRUSS TO WALL ANCHORAGE Space, Installed On -Site 22. Approved Metal Joist Hanger Or Ledger Wall Linn. EACH STRAP Es 3. Same As Note /2 w/Unheated Basement Only g 42. R-19 Insulation w/Vapor Barsiezr Toward Conditioned ROOF ANCHORAGE TO MATING WALL 23. Double End Band Joist 02 SPF 02 To Match Size or Space (opt.) �GA 4. 3 1/2" DIA. Pipe Columns (On Site). See Foundation g Joist ES Details. ( " 43. TRANSPORTATION NOTE: EACH STRA 24. 2 x 4 SPF 02 $16 O.C. (Std.) See Note 040 S. S/8" x 4" Lag Bolt (4 Ea. Column) (On -Site By Builder).:, All Hating Wall Openings Mreater Than 410" I 1 25 4 Member Center Floor Girder w/Splices Staggered And :Shall Have Temporary Stud% 6. S/8" Bolts w/Washers at 48" O.C. (Site Installed). Located At 8' Increments In Coordination With Col. And The Entire Mating Wall ShuslinBeaSheeted With 1/8" 11s� •a16k26GA Pier Spacing Structural Rata;gTharmoplr7, T - _ _ .. _ r a _ - - _ STRAP ST 7. 2 x 2 Continuous Ledger 28. A 2" Air Space For Ventilation Is Required Via An Inaul-! S RAP A " ' at -on Retainer Installed Between Trusses (Eve Other I 4®•O.0 1 8. Flr. Jsts. 816 O.C. - 2 x 8 12 SPF For 24 Wide Models . w q n'R IG STRAP GALV CENTER BEAM i Truss) STEEL STRAP AT 2 x 10 02SPF For.27 Wide Models. 46 O.C._. . 9. Double Band Joists (!2 SPF To Match Size To Floor Joists` 27• 2 Or 4 Member Second Floor Girder w/splices 4' O.C. w/Splices Staggered 410" Min.) Except As Restricted By Span Schedule L ,. -.... 28. 4 2 x 12 CLG. Girders w/S !ices Staggered + 41reGq•ST - 10. 4 Y.ember Center .Floor birder wlSplices Stag eyed And p g ggered 4 O.C. EACH STRAP Located At 8' Increments In Co-ordination w/Col. or Exce?t As Restricted By Span Schedule. Pier Spacing 4-2 x 8 02 SYP For 24 Wide Models 4-2 x 10 02 For 27 Wide Models 29. 5/8" Bolts 48' O.C. (On -Site) SM. EXT. WALL TO FLOOR ANCHORAGE '11. 19/32 APA Rated Sturd-I-Floor, 15" O.C. T-XCP-1 30. 2 x 6 !2 SPF CLG Joists At 16" O.C. d-=DovBtF J'olsr �P�RA T 12EACH. 1/2" Gypsum Board Class C Interior Finish 31• Double 2 x 12 /SPF Band Joist w/Splices Staggered 4+ AP 13. R-13 Insulation w/Vapor Barrier Toward Conditioned �Loo)? 'To/ST % Space (Std.) See Note 042 32• Crawl Space Foundation Wall (On -Site By Builder) See Foundation Details 14. EXT. SHTG; i 33. Basement Foundation Wall (On -Site By Builder) See Note (A) OSB (N.A. Rated Sheathing) (Std.) l32. (B) 5/e" Plywood T-111 1 NS (C) 1/2" Max (Opt.)34• i6" x 16" Crawl Space Foundation Pier (On -Site By Builder) " See Foundation Details TYP/GAS F10a,Q FRAM�NC? (D) 3/4 Gypsum (Opt.) 3S. 2 PC� ' 15. EXTERIOR SIDING: , header (See Appropriate. Roof Girder Schedule For Size) GA G9ty/ (A) 4/4 Vinyl (Std.) s EEEEL STRAP C 49 O.C. 35. 1 PCs. 1/2" Ply Or Structwood Filler THIRD PARTY STA11r]nF2[� OVE} F0M DETAIL (B) 5/8" T-111 (Opt.) DEtAL 04" 16. R-30 Insulation w/Vapor Barrier Toward Cond. Space 37. Double 1/2" x 1 1/2" Compression Strip 6 l" : " r ! 38. 17. 1/2" x 1 1/2 Wood Compression Strip Over Allxt. Xallsi Wedge . ` s Blocking � n 18. Prefabricated Wood Truss 92111" O.C. Std. (See DWS.1 For 39• Dbl. 2 x 4 SPF Stud @16" O.C. Marriage Wall (opt.) O 2_10e NALS EOCH Add'1. Spacing/Loads I 2 x 3 SPF 02 916" O.C. Or 2 x 4 SPF Stud @24" O.C. C2 •+-' TRussWftsrrEl (Std.) (See Calc. Manual) Dbl. Top Plates (Std.) Re 'd. M= 19. 2 x 4 SPF Stud 316" O.C. (Std.) (2 x 4 SPF 12 Req'd Per If Trusses Do Not Align w/Studs. q 3 zesalex�9cvA Roof/.find Loads, See Calc. Manual) PHL, Top Plates (32d.) U U) ¢� r •DpE+ _ _Req'd. If Trusses Do Not Align w/Studs. See Note l40. I40• 2 x 6 SPF Stud Grade 16" O.C. (Opt.) (2u" O.C. Std.) '- • �. 3-pdw�LllsT24'O.G , '�r�tSSTo We�a_. A.,clloctA4E. r ^�„e` s' 2-laewusAr O.0� CD T,. r '► taulTttatw s u1>sr EAC NAIL �, vEurfa t+D�Tx�tlt¢vrnu.sTub HTRU88 an kw °-- c JI '-4 90[fi7T 10 I - w - GROUND SHOW LORDS: - I � c= C. 0 (� ", tS� I • 30 - 40 PSP CD Ui al 1 ALLOA BILEVEL KNEE WALL O.H.) CL_ s: CD t� i � o STORM COLLAR OVER FUlHIM2 CDLJAe/ ►IR[iTOP eMCER / : • - - - ^ � C, cl: FIRES TOP !PACER _' -.-. _ ._ _ _ _ _. • .1_ - T G _ rYP• ExT. WALL FRAM//YL7 - OooRS An/D WIAIOatn/S suFrosrros f _ _ J7in1 . SNowiI AR-E M -X ev. At6oRaiA/y Pa No..T/.M$ STbpS P?OV/DEa j` (�. ELBOW WITH � tTAIPa tl•OR •.0• .4 e 9 Euo" I N- 1'Y-DgNN'.HAFMR L YIY.: IQN.'SlTE1: .NttniEE,:„, �N OF o NG A • '••tr , ►IRE.To. MODULAR S TF CT RE5 SPACER ••�� t'YIY. _STvpS\ � I I I I 7s6' CHIMNEY" PENETRATION DETAIL o: R 2 R.R.#2, SOUTH OLD TRAIL RED GIV ; `• = SELINSGROVE, IPA 17870 ENG _ SA-GTioys V-'-%76=TAII-S ®CT i. YDATE : SAL NWOG . OOQ_ - {NiNooW - DoUBLE WiNGbst�J. T4MB SIVO 3'7" I_ «`/TER 3=7' 18 2 HR. FIRE SEPARATION WALLS \ S,EATDING BREAK AT SEPERATION LINE _ ROOF SHEATHING Op 30"A � vr;..,.,..CAINP .+s PLUMBING FIRE STOP -- 21.Y•Ieea �/6. t':< ew eo a Avfe _ ` *K .. . l9n4_�1ef �� FIRESIOPPND REOb, ARO(Ai0 FLOOR TRUSSES - PENETRATIONS Of DMIV a SUPPLY t n I� i «• TRUSSES OR. RAFTERS, LINES FOR YIRriAANO. PI i TUB SHOWN - OR RAFTERS - MESTOPPUIC IS ON SITE 8Y BULDER ! 1 , , U TYPICAL FW6TppPi(�i B2r STORY FLOOR FIRESTOPPWG 6 ~1 t ti �• DETAIL Cont. 2 I i scudded S/8" 1 12" COBS. TYPE "1" 1y well r/typ• W. as CYP. DD. ALONG ALL 1lA7INC CONT. 2a4 STUDDED horn belor. LLS W/ 2 LAYERS OF JOINTS AND 5/8" 1 6" AROUND t. I r (FIELD INSTALLED) FC. GYP SO. WITH PERDIETER, "BTREATED j .lp 11IILXAGGERED INTS (ON SITED®g - CEILING •I/e GYP. Bo. - - LAYERS 9/Yf.GOYP. SO OVER heal layer 3/8" gyp. bd. appI d ps 11e1 to each aide V2•GYP 45TtiD5 A716 1- 2 1 i rood studs 16" o.c. Sd c ted eagle 1 5/8" -(2) U30S cells r/additional S/8" _,tt 1 g. the bo tshan+. along al has 2A o.c. ►eiinniag 6" yy •• typef�p� fF •`i / above the botta sloag all at a. co layer 1/2" gyp. -•8 TYP£ •X•"I" • GYP. B0. y yPe tyD- bd. applied Parallel ritl or at right hA- on each side applied pan el t studs r/8d emoted 'angles to each side- 2 1 i .rood studs 16• O.C. r/6d cestsd sail - - n�iis 2 3/II" Ions, 9.113' she 9! " hoods. 12" o.c. ,. 1 7/8" long, 0.0916" shank, IA- bonds. 7" o.c. Stagrar 3eiats a & to nIx— and 24" o.c. to Sace dia studs. Stagger tec,h side. lamto face layer 5/8" C70e "E" t7D- Dd. applied at - A.ints 7G" o. c. each laved sn each ids. eacrighi aatlea Inafacestuds oua r base layer r/Bd coated sails 2 3/a" lees,l _ •- - - • . 0.100" shank. 1A' heads, D" o.c. Stagger Joints 16" e.c...ch $TO RATINGS FOR ALL WALL ASSEMBLIES 1J/ Rai FIBERGLASS INSULAIIION - SHALL BE 45 OR GREATER R-I 1FISERGLASS INSULATION'CONE 310.0 - - . - FLOOR 5/8'OR 3/4• TS, G PLYWOOD FLOOR : ' y,-GYP TOP OF OPE► 4 M CLOSED . OR STRUCTURWOOD La+IG Off R;T CS.ILN.G I 2c8,2t10,OR 2.12 - .FLOOR JOISTS zae,z.ho,oR zg12 , _ FLOOR JOISTS / THIRD PARTY _ WISONARY SSMNT. MALL (SEE ALT_ ABOVE D °.•• / RETURNAIR OPENING E 03 O Lj U lao a) O -FIRE S EP�RAT I ON FOR DUPLEXES BELOCONwECTION To-Z73 CAD PLENUU REit": + SSE FLOOR ON - BY &xLrfC. C d_ L.:E� �A I U Q sruo C u, t� jy ISERGLASS INSULATION t+ GYPSUM, PACX=D wm VOID tw-Z� REOURED SEAL C16 CONCEALED n1.L SPACE _` i Eb _ �75 P\AVA �OF May y s • NEER : MODULAR STRUCTURES RALPH . TONN : G • OF PA.. I NC. e — o : 2 :C R.R.#2, SOUTH, "OLD TRAILRQAD CI !L SELDCGROWEE, PA 17870 8vi1 �j� 7 Y �.PF SE®ARATi�n� �E rA �L S ®CT I I ion Y: TE: CAL : DWG. FI ,.J 9�►t��91 �� /o DOOR W_IN_DOW SCHEDULES aatl �e s1■ :e.. n..n - _& - ROl1OF/ OPENING- _ - - TYPE/MAIrUF ----- - - - ------ - - - _ SIZE & DOOR OW - - 024 q a I/{• a I/{• .171 •111 .2" .270 s..au alsot • X/O X t/a an 1 an sa• x It Lt° st• X et v.• I MX./UTLON eXT. 11.0 1. �� aIV 04 Alm. 2 1/{• .1" .310 {1e+aalt a us x vo De111L/TaTt 011 af. {.0 1•.f 1 SHAL• . HAVE A SILL 113 . a a/{' .eM 6233 0 11 a 3!a xAlm. OA xo I b{ p {n; i/N vN M 1/e• x o/ VA* 1Mtx./TATLON D IKA-PIA1LO1 OR./fLL-ftDltT t.2! M.! HMIGHT ,l " IGFir 44 A.F.F. a SH• •.280 Dal•. K La I M {7• X U 1/N nAIt1L/TArtaN c"./OoLdao0.T t1t./DIL !.3 37.f 37.ai t�7t� MAX-•'AALY.J A ^��,�. 241t j;- 034 t1s1•. .131 ar.l•. N N on I In on I VO to !/.• x as ve• 71 a000hekmw S.B.D. 41.0 X 2011 W. 1" !• .148 Owt11 to en x an Vt° X M 1/t' 71 U1• x M 7/0• MAa1/C710rt VOOL PALU 8.4.0, I.S.O. 3. b,M 40.8 + T! Amain rllllllt'•� °�e� I1t It en X en an X {n 71 in- X M Ur fI Ve• x 1I ur 11-401MALTA -scool LU ravoD. ,�� 27.0 8I.7 40.2 40.0 • T��7� SLIDING GLASS 1 TO HAVE A . ' 7{N Q III a• 1{ p. T/1{' 0■a•. d N La x en xn X on M t/e• X N 3/4• 31• x at Le• bdtL/TAVUN 0T./oaL-0 AK-oIomT 1.3 IMAJT ILM-r0101ot- off. f0J 1 A11 y.. MIN. L -p s, OpENING 1T20 C>s 2I 3/1- It M• a• tl■S•. d WeILn e30/1•xStyr 2NeWT►TLON +KITIK- tf 1.7 11.0 10.9 _ 10a0 C11 22 1 T/{• 1{ Va.. 1/1• Oai•. VT.gR-SW so 3 0 x !n w W x II yr A• O.etMetlM re V= own a/ M Ue• wen 0.0. TaR0�1-NKfTIK• CR./COL•ft06tt X.0 3.4 i0.0 i 3. - SAFETY GGASS rr3 BE PROMED 101�•C an{- So �.. a/a• IN INrTEAIOA OaoAS LOC L-.TIONS. DOORS, 63a11b taeatl so. faro ! f/f vs xan 31• x u in- - N.C./Va" WJ rASSAK �HAZARDOU��S c IXE . PANELS a" M r�HOWERS 8 • O4133-1 1• 1{ p. 1/t1• ►al■ta0 7 In Ito 10• i p tn• N.C.fn" WT./ ratfaat W M a 1/a I t/f 31• X a t/1' N.C./b01AO TNT./ 17►7LO'. 24432-3 10 to *a. I^. T■1.a.1 a In X en sy• X as In* N.C./va" aNT./ SVQA _ 00/. 1t'a!0 10 to I en a0• x at In' N.C./trotrr0 INT./ N17a10a fao {{I M 2- 1a p. T ilala tf L0 X V1 40• I a. an- N.C./TVAO INT./ IOOteI {{O M • a 1/2• :. IS Plate ' If an X On 11• x at in• N.C./VW" tMIJ PC=" j C_00_E _-= w _Nalte_rt_ AOVGH OPENING _ ------ _NANUF - _ _ TYPE --- - - LT SIZE 1 DOUBLE HUH- WINDOWS ---- -REHAAKS - - ----- - -- _ --- - • y SOULLE' a at 14 20• X 3e VA* MALTA M MAID ..31 7 7 e ly 22 344 1 >a vt• MALTA 08L MAGI a N ? C >: tt 30• f M 3/0 NALTa OIL NM COMM to 13 1 .9 to 0 0 M n 3a• X {t 2/0 MU COL NAV COMM 10.31 2 St 1tJ7a SI. 1 N 3!t' MALTA OIL Kay COMM 32.7 t1.i 1ta10 W 1t It 30 1!a' x 37 f/t• ANDCANX oat "M • •.0 2.8 am M as b 34 tn• 1 $3 I/t• A1eom ON. N7/ 8.7 12.7 30M 17 a I+ 30 1/1• 137 1/4• Ae0OWN OR eu+I ewss IO.I 93.2 2l32 g 29 1f 3. 1/1• I: 9/4 - AMVAM OIL KM K- 1INSS 11.0 13.3 . - 30" a1 31 1t/3a 30 In' 1 1/4• A/0911p OIL It" - toom 13.3 19.4 THIRD PART CASEMENT WINDOWS J tf 31 tt VA* 130 1/t• _ MALTA CAlOOR • 3.04 3 S I tf 30 11 21 t/t' I 1 . . .I= �O- L tf 43 24 M U1/t• MALTA CASCOQ $.t/ 7.2 a to b xt 1/t• X 90 VM NALU CAa0a7B 7.03 82.1 N b 1t 10 t/t' 1 3/ 1/01YLU CAS099? 4.79 7.1 0 b SI toVt' X M Lt• NACU CAfOOB 3.41 7.7 !, r a b b 4 fei b 1/4* X 40 1/4• oft vM I oo vt' MALTA to CAfC CWT 1Ir11 I.67 2.2 q1 '. ._w.•.a. a...,, c13 Od t0 oe NAL 4aO0rT et1A[.ff x. !/f• I ee va• a.00leot uaoott 0.33 7.e I1.! /o . � tTS "' Q =] cuing N >t Man' x U an• AIOOtfOt 4lOQfT Lo L3 ++ .,a .14 P1 It A. s, 7n• : 10 1n• Alaelwt CA00061 9M[f! 7.3 0.1 1 ,.... oats e er an• : p 3/1• rcouo+ cAfl?OtT DAMe.: 14. 1 � � OTkEAl WINDOWS • a a 1n• 137 ul• 1 .f. a. ►1CRa1e 14101 ao. si n f t ft Lw x •A 1/1• K.S.S. OPI 141Ca1 2f.0 r 0 1 � a 14 1/M x 40 1/4• MALTA SAFM SLAM 4.36 0.2 ! t -) 0,._ .:',,,,�.. � N 30• X 34• WAL 210. "10" 7, t2 0.9 ' (li • ` A b vt• i It tn' MALTA aor KNOW-u 1a. 17 .1.0 v C-) • ) 0. 4 M• x !0' MALTA aAY a11W.t ITIOti-2ta7 23.1t )t.S Vt iI T 97 In'1 >• 3/4• NALU PICTURE IT1Na-•2U ".a. 3t.3 � ! �) �� 'C7, Y¢t� 0 to 1/2• X IT t/t' X t 3n•.. ccopcpug TpArtIoto a/12I 4,24 1.3 I n' X 11 3/4' x t vt• eCONDraNE TPAK=10 t0/121 3 39 4.1 �' �"" ` .J...i ' x at 1/2• X n In• VIA* OCTA4 2 :! 2.7 C23-am M fn• x 90 3/1' AAOENOt tICTWe Cu v) n 1/e• 1 a 7/1 AIOOIf01 oor 30.t t1.f �; I(/) aot61 ws cAac1 L# cc ®� w9uta.TwA/ tNTAeaI j-,v*$ Adjo '00TTeOwt ena D ArrL ane. S LA trAA•eu° o8 WrLL Ta „r:•.a. VN•■e.a 1.4 ati 1•■ta6`WVL rein...• "am •a eltuLalva oemvw,LL I'081MILVOW N "A . •ifs/lele f LP L. TON • • ,�. ram• -o: # 2 CI tt� At OCT 1 ]. 1,t9? •,"0 }}t MODULAR STRUCTURES OF PN, 1 NC. R.R. #2, SOME, OD TRAIL ROAD SEL7INSGR03r, PA .17870 1ANCN �BU1f D=NG SYS - SPECIFICil;TIb a z 3 G . - • _ .{ NTS� ' O. K.J.H. / MODULO L•\oP►.i.�w•se.�4o 235•IL3P SNINOLE9 I OVER 16°FELT LaK to 3 OR SPF KNEE YMALI. I TA{° DDD SMT{ { Tn•D T,/1Ai GHERlMERS ON BM SIDES CO+d� 2a6 ta5•2 SPF AT1{'OR 20OC t13 TOP Pi. lag 'QYR a4 TOP PLATE 1 rE AU - U'-10' 10° BAFFLE TO BE PROVIDED' W VMS AT OVER INSULATION FOR k-, -V 016 OIL.Wax. le3K O.G. S ROOF VENTILATION. 24' WIDE 5/12 RAFTER - -.. - SEE MANUFACTURERS OW63 FOR SPECS AND DETAILS i 13,-at I 27' WIDE 5/12 TRUSS j SEE wANUFACTURES DWOS FOR - •• SPECS AND DETAILS - III - s •T. S t3sa..sP sNnxafswLa. vv s+ iS•FELr AO 1 §)10.tT•4 oi'" wrI ta3 eTVO +PF Z- • L►� w / KUM weed- ' r+' •N?C. f z •zs1� Ad'I+e oa•2A .et rs -c: A- • � Zs a STw T 27' VADE �I RAFTER .r,Lr Jro e. 24 WIDE 51M TRUSS _ SEE YANUM4TURERS DNW. FM SPECS AND DETALS. NOTE: Sr?A" F/ash/�4 R7� e4aA 00AM P- cbP .ml,0/{S SPHINGES AND FELT JW FOLD LVIEWN-STTEi STRAP NNOF - . i Pty►+a. 4f4 PER SIDE LON-SITEI Au+9 e!t' PLC DGu55ET -. ! �i/� .Z�n+s�•�4" V_ ,fF�,e, Y,nA%we . µµ3 COST - 2.6 fASCIFASCIA,T-DErA I L + 16 COST � � _ /M /may PERT L-SOr-nT i+-'S1PPCnT CCILS AT e-0- MAX Aim SUPPLIED AND (STALLED DT • OTMENS 5/12 HINGED PORCH TNtS ROOF IS SIPPED FOLDED • UPON HOUSE RT# AND LDWEREO EON-t4FSTE] •- i1 -Y °a< w•' OL o-L Lti O.L. - L-sute L.y C� - le" mm h THIRD PARTIY LIWCa caste,-t T6T°'•- >, � 0 v ro ea Rrm so m+c. No +o R SKYIICIfTS TO BE CURB TEST INSULATION TO tOR IYSUL171OVALUES. wSKnJGNON STATIONARY SIDE OF iOE ROOF jj t'l 2 15 TO BE N#CTORY INSTALLED 1 C ) 0j 3 SKVIKWTS ON FMDY+G SIDE OF BINGED ROOF WILL / 2 uj DE FRAYED OUT ,N FACTORT AND S WPED 1005E -H- L1 FOR FIELD INSTAe, QTION L)0) + .. • �. ca D[!bM'W9 ut.aST - C:) ( 5 P�. oc- �1iG,w>d.C1(f� r I c, C ) NTH cl: "a NC-28a TL'�� k p 81 L 6 - M UF NG,J( MODULAR STRUCTURES 9 �.. .°• s0,OF PA. I NC. R.R. #2 SOUTH OUD TRAIL ROAD 'E R P L. TQ"iN ': SELINSMMM, IPA 17870 IS �1Al ++- L+ "• � yJ WGDATE:Yz SAL 24 WIDE CATHEDRAL TRUSS rNO.VT 0 qd NAI44 OR EQUAL AT 24 O.C. (ON -SITE) _ 6 TO UPPER RAFTER CONNECTION 2-IiJO fAsfbdl NAILS OR EQUAL (EACH '�- G ROOFSECTION� UPPER RAFTER CONNECTION (EACH SIDE) RtsfwlSt"'j NAILS OR EQUAL 2x6TO LOWER RAFTER CONNECTION 3 THRU 8� -- 3--Vtlo rASiboT NAILS OR EQUAL x4 (CONTP&X)US)TO RAFTER COINECTKW 3 THRU 8 2-Pio fis46o1NAI S OR EQUAL DROP -IN ROOF 2x2 LEDGER TO CAP SEE AItID.DETlu. 2x6 CONNECTION l 26GA.TO TL_STFTER OP W3-9 d--V THRU 1 -Sr tl'-le THRU 11'-cY ' DJe pAsrbsl AT 9"QC. ' It!=•xq' 26GA. STL STRAP W/ 3-IOd� OR EQUAL EACH ENO (ON -SITE) 21 Y- ' 2x4 TO 2x6 CONNECTION OVERHANG SEE POZZ b SPF 2-10d NAILS OR EQUAL DETAIL 6 •2 AT 16 O.C. (ON -SITE) 21 CATHEDRAL ATTIC STORAGE RAFTER SYSTEM _ Z` t1u�. 2A�a 4' •0' r ' saEaFlrlTiONs TO BE THE SAME AS FLAT ATTIC STOR RAFTER ATTIC STORAGE SYSTEM NOTES �Pf STJo f Dul VAULTED CEI IlNO SY$�EM NOTES l BOTTOMBOOR' - L ALLFRAMING TO 8E 16 O.C. 2 ERECTION SEQ jF OPT shz 5 'OIA BOLT W/WASHR. aKNEEWALlCONNECT L 1 2 �D+lo NCE O�F� AT 48'OC (ONStTE) r, NAt1.S OR EQUAL : ' �ti TO RAFTER CONNECTION 6 - 6d G -E) NA0.3 2. DESIGN FLOW LIVE LOAD t5 2OPSF (STORAGE ON Y) A MOOLILES ARE ROOF IS_ FOU �= :_ _ ------------- -- ---------------- CR EQUAL EACH SLOE, STAGGERED (ON -SITE) SM SET-UP nul,o/l e M11�W `� PROCt RECTO. -ruts a IZERT O RFTR- R-30 INSULATION I 2:8 92 SYP -� 2: F (CONTINUOUS) TO JOIST CONNECTION 3. ERECTION SEQUENCE OF ROOF IS AS FOLLOWS • C MAKE ON-SrM cmw ,Q r vAu • 3 P" (AST 6*1 NAILS OR EQUAL A. WOIJ ES ARE SET ACCORDING TO THE STANOAF.D O ROTATE UPPER < x6 RFTRFROM 6 e!A SL PPL tl 2a8 CEILING BEAM TO JOIST CONNECTION "-2x2 LEDGER TO JOIST CONNECTION I/rA PLYWOOD GUSSET EACH SIDE SET-UP PROCEDURES BEFORE ERECTION OF THEY MEETAT,: pg µye I POSITION 3- DJ• fAW &s1 NAILS OR EQUAL pb fAtr"I OR EQUAL AT 6'b.C. APA RATED SHEATHING ALb EX? t TO JOIST CONNECTION EACH SIDE RAFTER SYSTEM. (OPT. DROP-tN PEA FOR cgTE UNITS Ir- THRU13=9 li-Ki' THRU [3'-9' Il- Ilfi : t6 GAUGE STAPLES OR EQUAL,STAGGERED 8 RAISE 2:6 RAFTERS AND INSERT KNEEWAt 1 S E. Al 4A6�E t lv W>+p c®LJtI,J C. MAKE CONNECTIONS ATGUSSETS &K?EEMW1S �sEE pEtela�c) 23'-8' THRU 2T=6' @ NOTED AS ON -SITE BOLT UNITS TOGETHER ATEMATING LINE - ATTIC STORAGE RAFTER SYSTEM I- ROTATE UPPER 2x6 RAFTERS FROM FOLDED POSITION UNTL THEY MEET AT PEAK MAKE BEAM SUPPORT DETAIL CONNECTIONS NOTED AS om-,;rr: (CpTIONAL• RDGE BOARD TO RIDGE WARD CONNECTION I TO UPPER RAFTER CONNECTION STRAP TO BEAM V*WER.IXW4MT(TOP REQ'0. AT BOTH ENS OF BEAM OROP-PI ROOF CAP FOR SOME UNITS. SEE 10d NAILS OR EQUAL AT 24Or- (ON -SITE) 4-Wia (sot bd) NAILS OR EQUAL T-OW Awl tw)ti4$ OR EWA!_ RIb 8 DETAIL tiS FOR ON -SITE CONNECI10) 2xr� TO UPPER RAFTER CONNECTION Sx a2 BLOCK TO BEAM CONNECTION Ith' a 26 GAUGE EEL. STRAPS T.I t Jp (pCJhll £QD• 4. SEE 00*19FOR EXTERIOR %4LL HEADERS. 2-t><to &PrW NAILS OR EQUAL, 2- Pi. 0s0'ovl NAILS OR EQUAL T PER BEAM MEMBER AT txT. WAw OjLY_ 1 FOLDING ROOF 4 VJoT •fASSt• SNAdISO) OR 7-Pbpasrn sALcN (EACH SIDE) SITLI 1 IPAFTER TO BEAM CONNECTION STUDS IN ENDvALLUNDER BEAM 12 _-- _ 5-04o rot 601 NAILS OR EQUAL a THRU tam 0' THIRD PARTY 0 21 MBR.To BM. yQ)�E 4 MEMBER BMk CONK PJo fAiM 6e GussETTO RAFTER cm*iE TIEkN �- OETA9ERtLiAtNG• SEE bJ•ip. ��. �Q OPT 59 6 MEMBER BEAM OR EOWL AT6-QC.=,GG 6-6d GALV. HA1S OR E O • EA SIDE, STAGUEREDCtr SrTE1 In . 1 OPT. DROP -IN ROOF CAP x2 LEDGER TO BEAM CONNECTION t SEE PW& 6 DETAIL Poo FrsT &.-I HAILS OR EQUAL AT 910 W' ak BOLT E C� � Oa it 3� _ WSJ`arloj 0i"o JP -/ FJmJaislab) c3 Tao evi (v g-%b 1JsJIATloe) �Wtua dI 7 fiiLlttlCN STaIf> 2x10 S{f'2 AT NI; vc. (R•*io) ---- Q> • �rl'L tiFl s2 Al ICI OG. VAULTED CEILING RAFTER SYSTEM """' C)LLJ I 2 x B ICONTIWxmTO JOIST CONNECTION x 6 iU JO15T GCtFi s Qi 3 - 0J• 6A,YS t oTNA0.S OR EQUAL 3 Pda r A 'l I S CR EQUAd ld� .lit ► �vs• a-,yt a74' C f) C:> i u.c II'- O' IItRtJ 13'-9' 14- /x' PLYWOOD GUSSET EACH SIDE � ►tea mac. c, tJ ^ 4��e `• 0 � (�! ?S-®' THRU 2T= 6' AM RUED9iE1(7}iQiG 32Aa EXP.I t si A,a, •s � fr-•', g TOJOtSTCOHN. EA. SIDE ( BOARD TO RIDGE BOA I:O CONNECTION ll-t a IG GA- STPLS. OR EQUAL. ", �j° • �. r IT.-F ILS OR EQUAL AT 24 Or -MN -SITE) STAGGERED CD DEL. RAFTER PERIMETFgR ' 2x4 STUD SPF AT 16.O.G 2x6(COKrMj0U5) TO RAFTER CONK2a6 t2 SPF-lP TO q-d 3 THRU 12 ENDWALLS 3- oJ• fA.S D#I NAILS OR EQUAL2x8s2 SPF-OVER IO=O'i !2a6t2SPF- TO DIAMETER BOLT-•-._„v..�---. _.,: n—. . 20 % - vnuo eo` , eo c.t�,o.,c F/5TO RAFTER CONNECTION 6-6d CALK NAILS SFA IDE,STAGGRhOON-SITD iiiGUSSET EACH SlDE j ' APA RATTED SHEATHNGEXP. 1 :iyuo:l q ems. r n �2x8 •2 sYP Jaws �.�.•'�.� t SIDEWALL HEADER ® 3 "1 to7NAiLS OR EQUAL ,.a«co TO JOIST CONNECTION EA SIDE tL�,4t ,ar• �': '."'�� 11-I VL t KG& STPLS OR EaLIAL-SIAGGR'D •Kw ...�l.w t�ev 13 - 2xp(coN71NU0S1TOJOLSTCONNECT '• f•- qo xs s zv , 3 -Rb fyv( f.Cl NALS OR EQUAL -�® ''••ss 226 12 Sim 13-9 2:a.2 sPF F TRANSVERSE ROOF SYS NOTES •' .% NODULAR STRUCTURES �� ' L ALL FRAMING TO BE 16•0.0 O= �9L'I� : - F PR;f NC. 2 ATTILOAD IS 30 DESIGN FLOOR LIVE r RALP L. ONN R.R.ft2, (�a TRAII. D !�- -- ------ --- ------ a - LOAD IS 30 PSf (BEDROOhaS ONLY) a S 3. ERECTION SEQUENCE OF ROOF SYSTM. ------------------- - �- —1� ` - - - ~srANM°°uLESDAROsEr- A 'r+cTo U Z :C ^� M 9MINSGFOVE, PA 17870 --- T c -� - - - - - "---` _ _- - ----- j-- BEFORE ERECTION OF RF' sysE TM, ClV L c.'; L t 3'- 9" MAXRIUht i : 7 S IL RAISE RAFTER a INSERT 6^6LE Pr. `!•,p .• �� CN � LLD/i(I -.T 60'-0' MAXIMUM 1 C.MAKE CN-TECONhECTI.6AT GU35E"f5 AND RIDGE BOARDS. li�i��OR`E,s' . \� �• TRAd�SVERSE ROOF- ENDWALL TRANSVERSE ROOF RAFTER SYSTEM - SIDEWAL-L DETAIL 'R+ teucclNNx,R ^Q� 1 SYSTEM 3Y l A�"F: SGAIC Out l l i991 u� -------------- QIZ"T®• C••! '` li Ig'a !t iA. taLIR tft0. ReOft < 1019TWAT4eaC.m tem wwl ate.... s�.'s1iiL•`�•� S - 64 MARS EACH STRAP ION BITE) MAIL AT 6° OQC. STA44CACO ION SITE) BETWEEN FRATM AYM PONAINP D . AaCRNATt'la4 ' y�, �,�R RIDGE Tit AT 46° cm IN LIEU OF INSULATION BY BUNDfR 1•1 tFACt STEEL AMC STRAP ION SITU A-.w,w.•e of u,•R aw...a..t w WAkPLYWOOD tOGE FASTENING AT 6.O.C. 3` 101 MAX AT a e. w... �..4. ...,...... y....°.. %'-t1 MAiI [ACM RIOG[•TIE BON ftTq (0N SITEI / 1!2'GYR t0. ON M . 104 MALQ e' OL t.we. sw.e Y.. es.eeao....-.a•. 2 e 2 A t •2 a rF € s aa.ON SITE BY BL ) 1EAK MM ECTICN DETAIL C•1 .. MEAOERWER STA � '`.'• a..• • i ' KNft WALL STUD TO 2I e - 104 NAILS 1 PARTITION By � ALIGN W" JOIST ALT.- 6-144 NAILS BUILDER AND RAFTER • (ON SITU 1� �. • 7� INSULATION B 1 (° •ill E,,,lUlt.OfR A C.4 2%6/2%4 RAFTER r••••••-• ° •+ w• KJ1YPill 1;CONNECTION DETAR C•2 w SEE Sd1EDUlt AT 2: a t i B0TT01A RIGHT OF Mt i C-S 12 13, • ��'D n'•KNEE- WALL CONNECTION r r10e� •�•-+•ta1'•�1 OETAL C-3 __aAZ_CAPE ROOF M volSECTION B- B 2-TECO TY.DCwN SENIOR OR EOVAL EACH RAFTER t/2' PLr,&n Gi ANOJOIST STAGGEREO I EA StCE APA ONLY ONE ANCHOR REQ'0. SHT G 3ZA6 1 VIA APA RATED STURD-I-FLOOR FOR 24W. MOC .• i6'Of_ E%P I GLUED AND MAILED 1 TO JOISTS AS SHOWN .1 2•t•i-YIP[ NOR. 0 Tit INTO D.L.RAFTER SECTION A -A EACH SIDE OF DORMER i 1 • a 16 t►AL 115 rs7oII II EACH: F OORMCA l a6 e 2 5PFJ015T 2 ►14 iUJ 2 cei FASTENED TOGETHER WITU e:•3 NAILS STAGGERED ' AT $ OC. THRU-CUT JOIST NOTE - TO _.- TO 4'.' SECTION OF ' % s .r_ ' FIELD INSTALLED OVER MATING nUNEI DORMER DETAILS ,s�, fiAr { •.fi::�= t9fk' APA RATED STUA04FLOOR ^ "`� -1r ••++4 IkALEO TO JSTS. AS 4-0' SECTION SHOWN. 4..•... . a.........� ..... v►+. �. e•r.t MATING liter JOIST CONNECTION nT�o a g li, DETAIL C-s f 1 wacs.(fIn) q it s s. •yam- a av .- s r_ .. ��V a . o `A �""`.'�' •�`"" OESIGN FLOOR Ld to IS 30 PSF (BEDROOMS ONLY) ` C � ��"�•'�` ° STAIRWELL FRAMING L • ter^ tea: -ea • L ERECTION SEQUENCE OF ROOFSYSTEM3 IS AS FOLLOWS: - — *=-'�►�. :ar ® A• MODULES ARE SET ACCORDING To THE STANDARD -- __-____ -_ SET-UP L .� -_ - •-.. - - PR REERECTI ERECTION R00 • - - PROCEDURES Bff0 p CAPE F C G. __-. t=S2s -. BRAISE 2A6 RAFTER PANELS AND INSERT KNEE WALLS A -- - -III' ' -- G MAKE ALL CONNECTIONS PER DETAILS C3 A40 C4 ' L a: t23=6'Yn C.�l COLLAR TIES T10.10._ At- er d _N°-' (23'WIDEi f w.r`t►aruMer.M�ye��eta Fw.tlal s ° 43-6 27T6 -0F la-�F `•saw ..Aosi � a a+....`.w_ "s.' � . -- _ _ ,,:,� � �w �e.c....a. I • 4� GUSSET CONNECTION I DETAIL C-s d'lr NA/L S 6> AS,oF srAor,?Fo THIRD PART `� 1i2. 3 BOLT - t 0..0 az SUP -ES N ST=;,GEREO i AT .6.00.�� 10 (ON SITE)CDc6 cj} N G� uj i- a if'ioh TO STA;?_ES EACh GUSSET - GLUED TO JOIST 1 c:) i.. �. moo° "arLL CD ,d.. � fir' I�•� i c-:11 L c; (c) 1CD Ls� CL: -x 1N OF M MODULAR STRUCTURES R t. loco OF PA. f9 NC. R.R. #2 SOUM CM TRAIL ROAD j SELINSGROVE PA 17870 ,•[. �;�;� '`�L`a.`� :s �ANGia� BviL��yL� $�,.SJF,vls d' ONAI d Fsee�gN�+*AAA , `� ��%/Oh//{ 1 Roo / .S S �M S _.. .. __ OCT 1 � `� y r Y: DWG. g1a�`7�T NO. i NOjES 28. Ezact sE>svlcE m tE tRouraED N PANEL a" a" SOX N o"ut"Dr ..w 'O. �.} - -. ---• «------_-_ _ OCA EIONAL BA'�fT'MUST BE" WWALLFD PER COMPIEN ACCORONG TO" � �,� L ER CIRCUITS HAVE OE SMOKE DETECTORS • y tY 3vt EA BAWT MODEL 22 APPLIANCES SUCH AS WATER TER,Wl..SHE AND CRY IL . MA55 RI ONLY-SMbCE DETECTORS REOUIRED EVERY 1200 FT` ER.f1El D WIRED BY BUI:-0 .i ---- -«�- _ 1 �. ®._ - ALL ELECTRICAL WIRING TO BE IN COMFUAtM:t WITH TitE - ALL WIRING FOR MASS. SHALL BE SU It i ' e_ r 1 STD. ELECTRICAL SYSTEM IS FOR 1 O-3 WIRE-240K 2DOAAP SERVICE PANEL W/MNN 1"90RTED WITH IMStJ[.ATED 1 1 1 DISCONNECT t5 STD. ELECTRICAL WIRING B e0xE5 IN FIRE RA�.2E0 STAPLES -•T E STOPIg AND RATED PER THEIR APPL[ 1 �IA tE5 TO BE PROPERLY GarFl12ED it I f-x -L.—• I SWITCHES AND RECEPTS OVER C-TOPS ARE 48'AFF. ALL OTHER RECEP75 ARE It'AfT TESTING T A NgTIONALL t LdleCitA7 GNO INSTALLED PF<r� GOVERNIN2r�pE • 1 �� ` • - I • NO RECEPT TO BE LOCATED OVER ANY PART OF ELECT BASEBOARD NEAT p�� S -'� _ (� S r UNITS / (SECTION K030.IB N'S•1 ((�� ° t ai Lt wR -- --, -- TL j CEt2 UGH75 USE 323W. IN BOX; SWITCH B RECEPS.BOX USE 16.000. N., ;082 •, MTHE MAwS_ 3 A 2 9REaKETIS (OTrER Tr,yw 7N0$€ PROVIDED. 'Faq IN OPT R , • • L_-Y u ° , ; "r- ---- . s li 1 SNITCH USE 2S• cu. N SM. �1 i i '`• (fL ti ? - t , �- -- - -! �, ; ; .. / t ALL SMOKE DETECTORS ARE WALL MTD.8 W1RM W SERIES -BCMRD LIGHTING aw ApPL1ANA;; CIRCLt1T t L • , 3 SHALL BE INSTALLED W ANY O L - • L-�•_- , 1 .: 1� IEXCEPTRLB,MASS•CM MTD. 6°FROM WALLI•SA.FOR CT. TO BE BATTERY BACXLp FRCvIDEG IF MAIN P �t • --_- - K h I 1 / - 1 a, JM:: ANEL IS FIL!:..: L • DETECTORS FOR R.I_ ARE TO BE LOCATED BTTHE LOCAL FIRE MARSHAL SLBFaNtEDW;RAML �BE S USED.) B STAMPED 617 NX REG ENG. OR AES RC SRO ---_IF - • On FAIL 1 1 MANUFACTURER WILL COIL AND TAG WIRE N CEIL FOR ON ' - ;; j I I ° l _ ` -� i t i �� L t t '-O e• SITE IN BY lNX ONLY) 3 GRGl1T SPACES LEFT C.`�N N EACH pij EL "BURG L•=: =a -- _----«---1•♦ RtLCtRCUT bllt' E -- ` . r• r A�5 } ALL ELECT. CONDUCTORS AND EQUIP SHALL 8E LISTED OR LABELED BYA UATgKWLLL7: 35 i��EALL BaTH TMOfrNS.RANGEH000 FANS, MC DRYER EXHAUSTED TO EXTERtOF ',,-�--: -J ♦ I�� f - - 1 • i.S j i RECOGNIZED TESTING LABRAT'OR7IW0 N f�MBD1ATpN LOCATION ANDA� Ag�,XG�COtt •� USE.. iTORY ELECT. PLANS ARE fHOwtra ASTYPICAL LAYOUTS ONLY. I ® DUCTORS AND EOUWMENT SHALL BE SUITABLE FOR BOTH 1 t l N BASEMENT AND RAISED RANCH WITFgUT LF'STAlR •. MCATCR SIZE( flKOww ARE IOR IK.LUSTRATTf(IM PU I �- -•-� I 3 I 1 UT3.TT7 AREA • APPLIANCES SUCH • T L VLOOER RW,4.T. A HEAT LOSS 1 t • 1 f 11'_--• I ` 11 _ AS WATER WATERS. WASHER •AND DRYERS ARE LOCATED IN BSMT. AND FIELD MRED IrtAT>ta ROTEt A O�HEAT lOa M oRMATI0a1><� .�♦.L arm K• ' ° t ° , tI ;l_-s_--_-_------w__i r ji BY 5ut;• SEE NOTci GSAVG OS4 OPT LT _ _ I. -__—___- _ - --1 T- �. EXT. LT BOXES ARE MIRED w/LT 9iIPPEDINSTALLATIONJ.-. I � I , Rx Ln NAY K I LOOSE ATI OH F pA NSI , �• :• -•-' �, ,. ©•-.• J.� L I • 1I --_ NNx4RM �N ° FOR BSMT.OR RAISED RANCH MODELS. INSTALLATION OF P/WFi BCpC ON SITEBTa.S�_Z frITCNCD REC- 1 I FOR CRAWL SPACE UNTTS.THE PANEL SM SMALL BE LOCATED NEAREST THE v01NT ---art LT. opt tl. 11111°•r , EPl' O WE1 „• OF ENTRANCE OF THE SERVICE ENTRANCE CONDUCTORS N ACCORDANCE WITH "'r".' a �; h I I i� ter: • r; _ ;; NEC-230-TOLa1. Ifi BUILDER/DEALER TO SUPPLY AND INSTALL ALL MATERULLS NOT PROVIDED BY MAN- j i I II UFACTURERS FOR COMPLETE ELECT. NOOK -UP. i - �• I O'OFKITCHEN SINK • ,1 - �1'�'��1 - jj • , L BATH, EXTERIOOR CORE CEP TS WITHIN II I I K ALL WIRE E w TO BE GFI S. , D IS ----- - - CET- LIGHTS WILL HAVE --__�--- - IfDI IB' y — - - -1 HORRONTAL 0. � CE MAINTAINED i lXXrBLJSTAB AINEO FRQM I - <E MATERIAL N -4 ---- __-.----------- -- NON-METALIC SHEATHED CABLE SMALL BE SECURED N PLACE AT INTERVALS NOT EXCEEDING 4 V2` AND WITHIN 1 ' 2 M FRO TYP. WIRING DIAGRAM EVERY CABINE T 2Q. NON-METALIC SHEATHED CABLE PASS NO THRU FRAMING MEMBER WITHIN 1 V4' OF THE BOX OR FITTING. BEE 1N01NOt1AL. FLOOR PLAN FOR EDGE OF SUCH FRAMING MEMBER ARE PROTECT WITH V16` THK. STEEL BUSHINGS i r. - - EXACT WIRING INDIVIDUAL WIRING CABLE PASSING THRU.NOTCHES ARE PROTECTED W/I/16'THK STUD STEEL PLATES 1 - OIAGAAMS AYAILAa1.E I N PLANT WIRING IS INSPECTED BY ACCREDITED INSPECTION AGENCx • ALL CIRCUR BREAKERS ARE 10.000 A/C NON-METALIC CABLE TO BE TYPE MM-e - 1 RECESSED LIGHTS TO BE THERMOSTATICALLY CONTROLLED. MCKE DETECTORS WITH'NO INTERVENI G WALL SWITCH. DIRECTLYALL BE CONNECTED TO A CIRCUT T.IM'-f l C7. pRG1tT) CONNECTED �TS \FtCEED 80% 1DRATINGELECTRICAL BASEBOARD HEATER BRANCH CIRCUIT SMALL NOT t1 T T� ELECT• BASEBOARD HEATERS CONFORM TO THE REQUIREMENTS OF AND ARE INSTALL - THIRD -PAR 1 rf� ED NSTRICT ACCORDANCE W/THE TEMP. PERFORMANCE REQUREMENTS OF LA STAND - AM FOR SAFETY NO 1042.ON ELECT- BASEBOARD HEATING; AND NYS WEIF0RIA FIRE - PREVENTION AND BUE_DB4 COOS SECTIN tp00.2F-2 -- - - -------------------------- I - AYT 4 --` - ' • S J-LJ 1 • L VAIL I I , i , OIC WIRE TO Be STUPID TINY rum FOR (; BA3EIENT R4TALLATION Of &MORE DETECTOR j fExvlcE DI3CANNC MEYER AND200A (+LIE BY aw�Pca CIRCUIT SCHEDULE CRCUT MEAKER 'AWE T" VOLT 1 20A r2-2A 1 120 - St.IALL APPLIANC 4 t3A AA 12 T MA 1A- 120 I A Izu 9 t3A 14-2 120 10 13A K- -• 12 II ISO GFI K- I2 GFI �- _ x'I'r ZJ' •MA u 13 ISA 14-2 OISHWASMER 120 MA K-2 GARBAGE DISPOJ& 12 .14 WATER MLAJER z4U I LAUNDRY 14:U IS A 10-3 DRYER 24 A iz-2 LLLCTM L_., . w, _ I EI.i[.TRNCAI- SYtICOLS '40 DUPLEX RECEPT —. v ®. P.°NAA [tAIT. oJRaT' a.w,awv ��RMis a•4eT. O•d,6if ARM Y.•s!4 �y ♦EGO. ti7.Ya sV...T uN7Ai,PT -•gyip PYs1.A+a aa°.R.OJ,aNT K �► �%J. •••Iy.ausaCa eac•.r P.ewa,•♦et Peewaweac ® T♦P va.r u•atrr. ♦.+haL-..... • f f+ura F-9 --A __ ,Mra..,Ns Ps a"A - - 64.P-u-.N•s.� _ _-_ I S' a--m fm "1 FAN -LIGHT COMB IAA MCIA - _ • ®sina, Ara v/.naa+Pa..rrr.NouaE TWAT Ara W inaselYrlC /aNbY. q 'AMP• CONNECTOR - @RECESSED•rw-ww .. , ® RECESSED ''� "•••T �W♦RKa wsO.It.YL1oR I.t•rr v .ww..a•a• oarnAa• ® TELEVISION i♦aea ear.&T ® SMOKE DETECTOR C ► wNP an PANEL aG.ao Q TtETCAOSTAT amm ELECTRIC &-"*w-worm O ANCTION BODE 0 ♦;non awa..W-maWR6 .. QCutUAT NUMBER ®GARBAGE DISPOSAL ®ariW aa3RaNa XYr..wrtnl - t � � ?+ G (Q d.. • Z� Wit V t - rvncr-•.ncaaaA. Tec-.uaoue 6 E"? 0 r 4� 0 o J LL m ,.D-A,A, ,. ct:al __•faOtluwr r( �+ I� o�ap�6�a ��su�uD RaGC t+aC - PJ NCI 0F r�''�% MODULAR STRUCTURES • •'t'- -�OF Pk, I NC. � : •�"% JJE�y SyW CT TRAIL ROAD R.R. TO ? G E, . PA 17870 IV �i 4 • 1E� �*` F,4 �� J i ,'F�++ftlNff-►AAAA,.. .i • 1 WS+r-� / IlG%s'•iiQ� aA'Ll BY: CA NOG . OCT l 1 11 11 A OE Ce TEQ V Pt->?X ! Lt V tNCa a tT E4Tt Gl SIG( 1 (� - WIN EX -INDOOR DRY BULB DESIGN TEMPERATURE 7r F I WIKM OUTDOOR DRY BULB DESIGN TEMPERATURE D2y 4T TEMPERATURE DIFFERENTIAL•BASE 720 F INDOOR DESIGN OUTDOOR DESIGN DESIGN TRIP. DESIGN TEMP. j STATE TEMPERATURE Tt?tPE:RATURE DIFF'ERFJTTIAL - BASE MULTIPLIER CT.......... 72 - 7 - 65 72 _ .90 f DE.......... 72 - 14 58 72 - .81 ME.......... 72 - -13 ' 85 72 1.18 MO.......... 72 - 12 - 60 i 72 r .83 MA.......... 72 - -3 - 75 72 - 1.04 NN... :2 - -3 75 c 72 . 1.04 NJ.......... 72 - 13 . 59 72 - .82 NY.......... 72- - -8 So a 72 - 1.11 PA.... _.. 72 5 67 , 72 = .93 _ i RI...._..... 72 9 _ - 63 72 .88 V'T.......... 72 - -7 - 79 _ 72 - 1.10 VA.... . 72 - 16 56 - 72 .78 WV.......... 72 - 6 - 66 - 72 .92 MULTIPLIER FOR AIR CHANGE TFNP.DIFF. WEATHER STRIP I EXT. WALLS W/ BTU TO AIR ACTUAL AIR VOLUME BASE REDUCTION WIND. OR DOORS WATTS INFILTRATION- VOLUME INFILTRATION AIR 0.018 X 72 X .667 X jZi 1 - aG X .293 - .25 X VOLUME - INFILTRATION AIR _ 0.018 X 72• X .667 X . ®1.5 - 1.30 X .293 - .38 X VOLUME -INFILTRATION AIR .. • O.t1t8-..I--___7 ---._ Z .667 . I M 2 - 1.73 1..293 .51 X VOLUME -INFILTRATION }tYDRONIC HEATING NOTES t STD_ ►IYDRO.W HEATING: ELEMENTS ARE PATER AT 650O'RYKL ..' ... WrrH 1 CPA AT MO' F. - L WDROI41C HEATING QJ AVI'M AND COPPER LINES STt1D8£D T3RU _ . FLOOR ARE PROVLDED-'BY-1)atJJFozXJtEBALAMX OF W-AITNG - - FI FGTRIG Bpl NOT S STSTEM IS RESPORUSLITT ,OF BUILDER TO PRwtDE APO INSTALL FEtt./AogS•-SSaT1T PWASLMG cove. t- STANDARD M=- 82. fEXnNG ELEMENTS ARE RATED AT - . 230 WATTS/UN. FL AT 240 v. 3. UN FL DF IEAT11/G EIPUFNTS READ ARE DETERW" FROM ti/R ; ... Z. Lot FT. OF NEATNG ELEMENTS REOUdtED AR£ OETERwNCD FROM NEAT LASS CALLS. ON A MODEL TO MODEL BASES. LOSS CALLS_ A MODEL TO MOOEL BASIS. 4• BUILDER IS ONRESPON9tlLE FOR PROV064 TtERMOSTJRS FOR MTDROI( IC 3EATW6. RA1 •. -- AT S`-O'AF.E LOLL 8E /ROVIO£DAT DtSC.OF S HO" OF ELECT 6.8. HEATING GRL7J1T5 tfR_L' %R1RY waT14 IN - DI V IOUAL MODELS" S ALL SUPPLY AND RETURN LINES TO BE 3/4' TTP£ U COPPER. 4- w4 L MOUNTED THERMOSTATS LOCATED S°-0% :S-:N - -6.-BtAJXR ISRESPONSOLEMR:l6TktLXnON FLUE &I ACCORDANCE • grtT1I f46bg._sTG'rE - SUILpIfCG t�OE - i LLATON OF ALL 8.8: HE14 ELEMENTS VnLL B£ DONE AT IK STRICT ACCORDANCE vaTH TEMP. PERFORMANCE - - REOtAREMENT3.OFULSTANDARD - 1-.• T PFCASION FOR 0-4EY. ►45TILL,4pN FOR CAS104L FUWa6CE SMALL Foot SAFETY tto. *42 AND NZ$: vDOE SECTION 1000.2 r-L. - BE PRONDED IN FACTORY. - S 71fRL1O5TATS SHOULD CAPagL E OF ONTRp1JNG 1EdT FRpi 49` TO 75•. F ( 1;Otuitt B.MEAT PROOUCVdS Eou1PMENT SHALL BE ENCLOSED PER, - RAM FACTERS INSTRUCTIONS M .ACCORDANCE WITH ^AStLZ ;. -OTA•(C'3utLOa1•+CfIODE pjL•� as• ix• F cE.►Tag t l�LI►1C1� ,_j 7. G®dliicTLD LOAP. of EL44T21c 6ASEbOAC•D JEATUC, 6¢AJS:J-`lftJIT SMALL t6i EAcEED b0%•, or ITS R>Tt►1q'(I'1A31. ;'hlSo 1j.; of 1: - IE>JrS Iy iElitrft.D ELM:GtRIG 6ALEg0®gam-►iEA'It1=CT P UIu11T.) 'Eb%TS d FLFt1�lG �sSEBo66tD deAntS zoJiwd Ta IM idsrc.LLF_P 1►, '�Ctt_tcr -r4e. ge:c.J1R£ OF At1D aCCV"A► C MJITrl T1iG ¢EtrJIeEhEr►tS Of MIL STbpmARp far- 't'Et1 ?.LT 1:L E,Pft7)I-t{0P Aka WfTY Pb- 14- z ELEGTILL-_ b•b- 11Elsi. p UT:pJ:R41L.t4( WAu.:2Jr605) 200F:R'lOId3 :c•t91.0S1 DJ►.TA..._ LlV•Rat• r+F/ DATA BR--1 BR•Z_ - 200A LE144.711 AO 30 l0 Z4 _ 24 . r=^ W110TM tO.IS 19.75 13:15 Is.15 13.74 •_ f cEJUtI6 NLt4NY R 9 - 9 9 9 _. Ltd. rr 9Xr• WALL s3.15 43.T5 !O 3175 '3L7S 1".fib pWALLly/pcov-1MaR ( 1 =C '!- -( ° WWCWA99A,1-11(A.R1u•.2s 77 (03 l4:-: - _•f.F=: :_- _- -- iQAEF�tt-7trLS.,a(aLr4jtJt� O o P00% AREA A.CA.E.F uf.11 29. co o P.Q • 2T. Oroii AREA 8 tJ O 19.4 :O - ':O - "O _ _ ..... DOoL AC14 SIT U-.» O O o- _- pbnit:: 41L1 A o u • Jt.2 o i? -o " o- - WALL Loss eL 79* - )GO- 410 • *10 - - M4 Ctlu' Lo" 441 iiv Z71-- 'Z71 - _ -• - Ft�G1L: LOi+s 1594 44ti "1"4� . ";15 (wisp - AlZ;_ dPl1.T(LATto1d IZ38 92S S09 743' _ Catlovpl : VA.vE.M1,a•O wArr*Loss Ito41 2083 4a7 tfoA!P 1b43 IaTu L0" 9crJZ 7110 7==7. - - - 7LDup't- .CT.1NV.®A- MVATr� loss z9b5 Zi34" /6LD.- t>i41:. 1ZStL ._ -` - -Y - .BTU L?SS. 101SS l4r.7 Z'.IzO GZ85 Cdt1s5' ".-:•---� - -�-- - NH,At4 WATT* LD 3398 ztolo 760 za.V9 ZASS 'ee_ ..:. &TV LOhy 4 �iZ &909. Za9� _ 2L: - aZ8-.-_- --- - -- - -- :_ Ctt7GU�A"-.:. VT."►lY. WATTb Lot-2. 32 -79-7 -ga3- _Zi3L 333 - - - l3ru"Lo95 1L91q Io1vY Z44 9 4' TTT4 WA'[T iWiTALLED/NEAT»z 40Lt9 /K toao/R 2soo /1• - - - -- BTtltd*TALLz:D/PEArFtt r3Too Los FT50 L065 CAL C_ULATt2R_!59EETS I•./. 1.610 In-N, r.a.C.1 M0. jtgj2RE.f TO• +111 qt. Modular etrUtara• et ►a. I=. ar N.]-R_ m"t Sur story (2yat.••1 2a•.: 64• Ate t)odit rate• « wie-dy... C•.tra1 fleattle It- 0..tl.q ( Ra .al• - - L... t•M I •.Poe".11 «.u•liN .1-1810 •►.•• ".at.f • it. 1 ea .t31 Maw w .«...0-aa.-tt.tl.a r •l•.atb •,.•• Ma.t IN •.It: 1 IU22 rs .Oq 8200 •b. the 1-1.0./ the Nr•aNltl..iq 1•.tl « ta. 0l.«d91N «.-A.t u. 0•.ttp 1..c., at". 4d.. t.tt. « cl.-It rlts bit-a..00 A•r..tt, :ala i.....t IlNal•0 ( LL_. N • 31;yk I141g2 tg is r r. 0..i1 a„tt•.••. 1-T 33N1 000 L•M., r+.tt. YO 12 lM300 t 00 T24r. **tog Mopr a400 23 IO - 0•.e• l a- a_"u" mu w 1 12000 •0 MIN ME: 0t•a..M•r 1.00 15 If rar►iq. a1.I.+«t fS0 OCMr is �f�7S --' STATE: ALL - 11F.tr ELECtt1O! tiKA6 M�LLltat► •oq ROoFIR'Je(afA Floo(C R t?C DATA.__ FayeQ BATR'3 PINUtb IffVtNE14 WT4 Sit'l bR•Z 18e'3 13AT11.1 E +4 900A LE1It•T14 IZ ' .30 ZZ _ IS- - V . 20' : 2G la . .2.7. _17 Z7 . to Z 7 - ECOA MOT14 t3.•15 13.75 r..75 t3T5 .L'1?5. 13.75' f*.T5 M3.75 .0-75 I3.75 l3.75 R-75 13.75 CE1u.14 NetGMT 9 - 9. _ .-.9 _ 9 _9 _: •_9.� . - 9 - S . !j .._ •. ._S.._- - D 9 Ud. tT Exr GALL z5.15 30. 3515 31.75 o __ Za _:: 33.7.j 21.75 7-1"' .40.15 4075 10 .0.75 rAvc,4CQWALLS W/omm/MIIR_ :1.'_. -1 _ _)= 1 _._ __I -I-__ i - 1 1 - I... :A_ 1 1 Wm0oWAWAl-Il(A.+..)0•.25 0 4b .5-V _4(d_" 7:9= :29== :Ar9: -_29 _ .35 - .57- 52_ _ t3 5Z V00$L A99AA.CJDAF ur•tl 21_Co o . -c_- - O' o' ' o : "O 0C0fL_ AREA 2,P.q U-M. o :0 _O - -19.4 - -. 0 • :'O .:' -_o -- - : - _a: • _ O O DDOL ACE4 %T o O O O- ._o __O_: o O O .. . _O O D O CODA. AREA O U s.bZ O 0... iv-. --0-- -p- O 0_ -CO- •D - --O 'O' O O WALL LOSS ' ; AZ4 57 604 39-'- -3z5"- ' 54 - 'aT-4- -39r- 'rb(s Ia5 581b CBtu►i4f "LOsb e:. o._ "o = _o- .-Ia--_ -:ac_ --o .- 113 1,4o4 .04 Soa 11'4 SO4 ELCaIL:AAG."__ ". 1115 -44CP- _3ZT-'2z:T mcf= :29 _ -z9 1_ -0 1 .0 O. O 1 b7 O AIL -ILIPILTILAT%014 z57L 92 691 "7 "Tito-• -G19-.:G19" 275 T43 -74?i 743 7-15 743 C_ aoup1.i VA.v1(.uJ.*V t.o•,•s 1Z3 t3 it(i t>5 -. . _5V/ATTS _ 442 1355 aru LID"* Z441: -3Vv6 4490: RtTA 0-59" ' 5tkM -4L5cI 1.989_ 4434. Afoue.. 4&ZCo 1310 . 4&Z/O .y7tGUp"2 m.CT,WV,PA JVarrSLo!,t,. elo 1-7Z9-[,T4" �.ZS 348.::lL54_ L3&'Z a5lS 1337 1•S19 1519 49(0 lsi19 STv LOS*. 27Co5 5501 5031 14541 11V7 I SgsT4ZXO 2z24s 41364 W6 5163 I(v92 5)a3 400p_.0 ' JlHjA(A WATT*.tD4,5,' 9060' 1914 1104w 1485 S59' t29L.t324"-• T30"'t49a IG [&IS $54 !(092, 6Tu Lo" 3092 6159D 56210. 50" 132Fi 4405 .200 Z49Z 5104 .579to :5794 IV) 2- 611(0 CIWUF- A . _ vT:N y. MG WAr%4-LO•i's. lO.Z9, Z-154 - .1g70.. J1J�5_ . cl . 4'0x= 77-9' (SZ� . 7=: '-27..19Z'j (029 192. 5Tu'LD/ib : 3508 4V7 G . 9771- •t3Z$. 4998 5?CtD aZ 5]92' rJ7 j 65 2J 47 Co577 WATTS-wyTALt.ED/NEATETL So/S ZzSo/9° T000 1T50/T' S00 z' 1_sml Z JLL17/a 17 .T' /S tow,, 6 BTti_tLKTALLIED/NEATEit. b5d i 7joO li /3 z54PA MECHANICAL NOTES: ` i. Am urn IN Ll3tItO11m SPAC3m mw BE nomAnD 73Y 11E 8OIIAER/mmm OR O CER IN AC00RDlW= LIAR = GOVERMIG EMIGY ODiE. 2. OIL rmw opun a AID PIPING SKATE BE 32Smzm 3N Aammm E Ml'lll NM 30-1967. 3. C'M SrMN ADt P R GAS Zr1i0D SPACE 6EATIMS BaUlm11R 56718E HE CSIX[N D - 7EMC 29 IotRE' m O00ItS AND 1HE CLM OPENING IN SUCH DOOR 9WL BE IN ACCORDANCE VMH /EPA 54-1984.... - 4. GAS rnm 13lnmm 6 I!7Fm smL me 116RI1TS.Eo IN ADfI3;oAmm I= WPA 54-1984. 5. AtL VEM FOR CAS FIRED t WaL BE I St2Lum IN AaMRDAM= VILH - - NPPA 211-1988. S. mmm 19Owm Tmaw=ai Sam Be 91E ampmSnm= Or = HUIIMV DEIM OR CORD AND Rd= SPBCLt'DO = ALLON D BY a2 APPLIANCE NANO- rACIWER ALL TOOOLOST IXX= OVER IM (10) F= IN IXM= NiSr GAVE 1B001NiCAL JLSSZS'D1 m. - I THIS 1E71T LOW CLLCMA1'DRI IS BL42D ON: 160 GLAZED VS. OPAOA3E t111IL AREA. 91-Or eyTr ►LEI= 18' 2ND S1oR2). R-3O CSG. DW. IN TKSS ROOF (0-.035). R-/9 waL namia•Som (t)-.O54). R-19 nom nOMATMM (OI..O51). AMCRM WIDOW (0-.26). 1-3'-O'x6'-r INSUL. STEEL DCR tO..OB). 1-2'-8rx6'-8 IICRL. Rm DOOR (0..16). S, LW0 • 5 SO RAL ' • , -a003Of116 IfirZ �. ►lra to !y K 0t1•t 1•.b 1 U0t +ee0o srt.Ns �t� tNe l..b a ua n a stet Iu•s .ACC - Weatiey Lead uoo 4. • tonMs auMAerOYLow 2904S ' a.ifl.. she • -2204S /-2k0 - 1124.4 ta«l ala. :200 ..0. THIRD PARTY •3 o N 0 Q ® C-D 0 (Q r- e) a._ L, v-••' < cr f-.- __ �3' (n . _ f4 LAIF. s � YG i y MODULAR STRUCTURES OF PA INC. R.R. #21 SOUrH OLD TRAIL ROAD SELINSCVE, PA 17870 1 ANCH ' BUILDING. SYSTEMS fro t,"- ,%r ' •e411444NtLt ` TYPICAL HEATING ::; tl OCT 1 1 , BY: CAL DWG. zow _ COCULATOft A" �i! OPt FAARLY R\L I ( WMMIC HEAT SUffLY (r_FUF E AN0qL �ri i II 3/4 ® ssoo 1 I 111 P- � i 1 , Q LbY4 ® 3/4 ® � 31464, I� Lrl 1' 3/4 L-_. 1 4400 BTU -1 11r0 BTU - -5o BTU I id Boo BTU 88co BTU L -TYPICAL HYDRONI . HEATING LAXQIII r-----ram.=.�-----_- •- nSo W W 2z50 W. IOLL7� I009 W. ' ®ll 2500 W. ' Iz-so W I i i a atv�P� 1 i BB;mp-G£d, OE KICK 1 i 2EDRCOM 4 �12€C4i11 BAi4p �j LAW WATER HEATER Ir grcRen� , iL ~ tt j ' 1 7 I T 1,r T T Fd�t,lY..¢cc� II cl •k Ir aEDRaoN 5 I m it 3 � ;' 11 II �1 1$00 W. 1500 W. Zoeo w 2500 W. rzso w �� --- TYPI .LL FI E1'TRIC _BASEBOARD HEATING L AYOU? wa2GR tare. I EAtO 'v,Tm ACrULZ � SLCIIdt UaIT °U- tlALUE .SE Vu LOSS ARE WATTS YA11............... .027 I n I• .293 •. 1.4E I ARD - WATTS IJZSI 'WALL - d-U V/fl1. OR R-19............ .0% I- 72 2 .M - 1.14 I ARE ' - WATTS 104 CEILIRO - 1-30 RAFTER..... .0" I .72 I .293 .EL I ARE - WATTS LOS$+ CEILING - 1-3D TRUSS . 1-3E TRUSS A RArrF2..... .035 1 72 I .2" - ....74 Y ARIA - WATTS LASS FLOOR - 1-19.............. .051 • I 72 I .293 - 1.05 I ARE WATTS LOSS WINDOWS I-G l a - DOORS P. ' ........ 26 I 72 I .i93 - 3.4E I au - VLWLW4 7 Aug .....W ........ .A6 I 72 I .293 •- 9.70 Z AREA - VAATTSTTS L1A33ASS' .. 0q'7Eb eC G ............... •,0S Z 72 Z .293 - ' I.G.9 I ARE - WATTS LOSS 1K10K p / ¢ LI: I 72 I .293 - 2 St I AR - WA1T5 LOSS DOORS E:we. I 72 I •293 - E 3.Mp I Ain ..WATTS LASS _!Mot: - Df:.................. .63 I 72 I .293 - 13.29 I ARE s WAM LASS THIRD PART �-+ O cn - Q n t41C z3 LLJ 0) i C!) a, CD CD .Q. Q ¢ 5 � 44444RRIt1lr,fff. AN OF Nj ff. .� � P q NEER ••; MODULAR STRUCTURES RALPH L. IOHN ; G ; .OF PA. I NC., 132 R.Rs#2, SOUM OLD Tj p, p Cl iL :tt' SIIAINSG XM, PA '17870 Go � F A 4 41 T \\4 i OCT 11 1991 F BY: DAT i CAL,E:ie DNWOG- /G NOTES. PRWID® BY 1l7 BeSUPPLIED ,� -• ,... v ''L,;'+,L Pi.l1H8Ilx3 Wqt 1. eyQArJCH DENT WITH h7E aJTWITHAAE r �rz '�, .� : FFjeT As Ilabq TERN ♦ A ' "� a DaseAttm cN SITE BY euucER. A V uAkT .1w� '` - raMdl:1 e1N. V _ . 9 AMd. W IOWJ7HROU6•H RC>,F. ~�, . . .. _ f _ 2. C1Ec MDIVIDUAL FLOOR Pram FOR APPROPRIATE �I _" - - = = =- - - TetxJJnW . E A/a ISOWTIon! m r McDE Wd�T �TtC,HT SITE la►STALLEO KI'PD-� d BATH TAYovc.. 1 /2 /4 ESE p Tf bS D4l W �t1PE CdTu(tE • n� x.:- uu 3 M_®etJ :,TACK VEr•PT - V� SHGe.I.. H£ dCGgS51►�LG TO ..M` / - -PR�iSuRE 2E�1£61/A,WE P4.LGT,GI W FAGTORi_ + x s� +r,' 3. IN 71• ltillFlS WASHER MAY ffi IOfATPD IN V/2. IF LOCATED C.J ,.J IM6s UNIT• �p / WI -TER FLOW BASEPENT, ON SITE CONVETION BY SUIIM. FbWTONTOL DR411JA4E vJeT E.v- fu:A/--'� i ,. 9. IN CrA11% SPACE MESS, MID PLCFt m (I.E. 132Ar.IG11. I �[ 2 HIN. TO 6RArJCN POPE. JmC'CZ Bf61u.JlNq 'S/4"� 11 t- 3/A" - .. OF RsOUGTION AT REDVGCS. 3'x3 X 1%1:r • yELSFeE.F a M.B. HOW -UPS) wr PROVIDED BY NSI :! _ 10 1'E SUPPLIED t INSTALLED BY B[1IILER. Lea/ - - GOLD wo,T-r_ • ee �z a ALT. 1'/c JEI+T YO SENT TL' WAWeL ' VIiIJF SUPPLY ^-HOj WniL2 ouTN-ET &, lr SINK x0o we3,lER <; • i'/i BRaNGu DENT- /: ; S. BATH TUBS A SHOWERS ARE LISz'n BY AN APPPOdID COLD WATER. IULGT A[2•I1CT 6. tSIQTT CF WATERPROOFING IN TUB d SHOWER SPADE ALt6-J&TF-'re*r SATuPf_ ANO _ s ,. •�-'� �.:� .s�-- �z' __ - '� - '� + ,�'.� t k Is 61-V" MIN. Pat-suR.E reLIEF %kLVELOCATiDrJ I e .V '1JASAEQ r `� .t � y xOPf. BAGiC T09AL1C s c u. & 7. THIS VENT ETTHI'R INCREASED TO 3" 0 1r BELOW 5Eo"MA,C. WET JE1�r r � F7xiu K£ YE0 i`IS AA¢E�EUIJE(To&E a ., ( ` coµAAONVeNSI j RDCF LINL' OR ELBOWS CNFIt AND OOK�Cl'S TO 3^ TU® t ll1P+ SHowER i > NAII4 VENT MTTH 3" x 3 x 11" TEE. }/2EWET PIPE tetGREASER WATEtt CLD. } ExjEArpED TO A+) OPev DEa� rt •� j < , �� 't - 5 ' Ha%'• - 3"MA1N` 8. TNTIERA'ONNECTION OF VINES TO BE FACT= MADE d r'rT - .' - - - � .. WHERE PRACTICAL ABOVE CEIIJM. ] ` j - 'MAx: L W TT _ �4=0N'aic - STaG7C VEN �_ I I fOR SNo�ER j 9. NOR PIPE ALL BE SUPPORTED EVERY 4'-0" Y ,cr LO PE Y4 /C'F. = - - _ `� TE.IIpEQ6TJ QE f P¢LSSU�'E .. � � / � ' StDU. I OPT. br•GK'R?a` REUF-r VALVG PIPIAIG SMA4- µ K17GRbr1 51Nt�rr vJATFJLCL4(1;57 io. VENT 1?XIIISICN THPOU[#11ND(F 18" MIN.-24" MAX. 1 HOVE A VISIFSLE 612 C,4P I.1-. _ I}4: DBE.5/..1TEE -- COMMON JEnerr. p /0 exr.v 1 3'DBL. SAN THE SAME SPACE AS W.M. - _. d 2 - - - . 11. AIL FM70NTAL VENT PIPING SHALL BE A MIN. to TYG TYPICAL �ATNQ�/A G%OVP �Ij TEE wsTe LLOT1oN 5t1Alt f1E.. 6" AE73VE THE FLOOD IiVVEI. RIM OF THE Himmsr ALTH RII►jE CowXCT. TO STA.-_V. PrIO7tGTED FRLV1 FZEE ZI U6 WITH WET Ve"TIN µ/aTlae cio. FITCIARE IN THAT DEATH BRUNCH. A>-Tx2N&TE A99AM",%eWr ONLY - XE41r..F v%LJE. j11/.LL Ei VIl4,t7 g; 12. Ewv !4!LTIItIN. To >?uc CRABS 9C7®t1tE 40. ----- 1-'ANt .nT71 yb OEND.) 70 A HAZARD TREE o15C-11oRdE -fir ,_ F)►}.,FLR - -- -• - - - - - - - - - - - - - - - T e= 13. `PVC a AM SHALL NOT! BE HDUA WITHOUT A MECH- ` FLOOR ap7 - - � " ; . ANICAL CONNECTION. - _ `�' C.D. AT IS" FLQ. $lLE ACLO{LDLJ(�TO SLOPE I/i /FT° - . • ' 14. ALL MAIN LIIffi TO SLOPE }" PER FOOT 70 WAII4 � - - - � - fIXTU¢E LOAD -1. (MIN.) 4 _ 6 MAX• - 15' FUur)t=L- �' MA,r, lZt QUIIU0 - I/2 µx /2"F fLL _ -.-SttO1AACRt1EOD 1 ; , MR GaP - tO.IG Bcw 2'CRAW 15. H=z7n%L a VERTICAL CONNECTIONS TO BE MADE UT X %2."000PUA14-.- - ttl�z-VE - _ _ - TO goUSEDRra1N WITH SANITIM TEES. _. 4L'as(3o'nIAAx.) ` WATER HEATEA DETAIL 16. HMIZYWM TO HORIZONTAL a VERTICAL TO HMI70ML I SCE NaT�/ - oGN�cTIaNs TO Be MADE WITH LONG TURN OR T� I (NY-5EE ociTE 45� / TYPICAL VWV SCNE/AATTG _.- _. WYE FITTINGS. >.: AM SCALD- 17. MAX. DISTANCE I" WASTE OUTLET TO TRAP WEIR DI VERT ER IS 24". -+-V2-M.x VL' FELT. I I 18. MAX. DISTANCE OF FIXTURE TRAP TO VENT: ! 11- 3'_6., 2" - 5'_p", 3" - 6'-0". �-1/2" COUPLWG I - L 19. AUTO VENTS ARE HOT PERMITTED. _. V2" � 20. VACUUM SPEAKS TO BE INSTALLED ON HOSE BIB1S. - - _ I I �E.E NOEL 7 THIRD PART 21. MAX.. FLOW RATE FOR FAUCETS d SHOWERS TO ( 1 3 G a.. PER MINUTE. Mvvovcv FLR. I-Dwvcauv.WG -- I PTRAP in 22. WATER (SOS'Er5 SHALL HAVE A 1.6 CAL. 1?dI75[i RATING. � � I .I.., `' DNd PIPS s LI/:::AATEE 23. SUPPIN IJZR•5 ARE TYPE "L" COPPER. T YP TRAP •-r S Cry 24. COPPER PIPE SW,LBE SUPPORTED EVERY 6'-0" HIRIZ. SHOWER SUPPLY1r\- 7 1/t*.� `-------_`_' o AND AT @10EI sT,Rx IIEILiIr Nor To 1DE'i�D to'-o^ SHOWER , SOWE4T LE Nb4T IOI^eI vrxT earLY. SEC i4oTG 40 PRAN 4'IENT FIELD CONIJELTIO►7 3TcTNEEn1 25. ALL JOINTS IN COPPHl PIPE TO BE SQDH2ED idT14l-- C c6 sorffi, t FIt X APPROVED FOR SUCH USE a StIALL i� /AODULES OR. 051ANT• FIXTU TEES t ► LR <a - - '$et r10rt 40 , ---FLR. U ao 0 � r 99.811 IFaD FRED FOR !'1Rm.Y PIPING. _ - ---. _ ' ' LAV SUPPL •� 26. FMWATERs sE91TER nm u BY WON a SITE PED sTALL � 1 \ -- -� Y LAV. BRAIN � VENT � � T � Try te• IN EASE ENrW/C AWLS ACES (ON SITE at AL, SALLED I ; (wee a4") � � :. (� G:_ � ♦ n ) IN Puns M/L>zAWE, SPACES (SEE INDIVIDUAL, SALES ,N M AGREEMET FOR MMM, SIZE, ETC.) .. 1 Aa t• a�n;�� -6 .0 AW30JE - DENT ✓. ( Tyr -�-' t11 r-,% LJJ 27. AN ATlE7Q[IATELY RATED TEMPERATURE d PRFSSE:E "� I '. '\. 200E ' Q) �' � Fp RELIEF VALVE SHAM BE P%NIDED ON ALL ?ATM a49ov a jboF I ^-- I %2 �E AiT I < C C -0 HET'.T.ERS 7251'AIdFD BY WS2. F N.H.HALVE TO BE I. I $Ee WCTE-7 i C: Ir1s,FEram NAND TNSTAIdFD IF WIS SHIPPED ��.hX�L1NG `�- G N� I.00SG) ON SITE BY BtAiDEIt. T4P VALVE MUST 1 . DLCUP" DOWNWARD THROUGH A 6" visinum AIR 1 t .u_ j �, -►� 1/_ f� -^I AIR GAP GAP Tp A NCH-IIA.ZA[t00[!"a LOCATION. } } ( I 45• I} : (N. J. ONLY) -� To DW. 28. ANTI-9CNO DEVICES WILL BE USED. IN ALL SHOWERS i ( 1 1 ELL n _.•- �`. 29. ONE FROST FREE SILL COCK Is TO BE DNSTRILEO ! ?'JEaf PRoovep r. %Z iE s <'. ObGOSAL -� L� I WANZ Lo.FcaW6E 1 ON-SFTE BY BCJIIOFR (SEE NOTE 020). F61C WjuRL rASEPnf--i f A.. a WATER CIO. fLA►/(jE - R�fIEX(8lE (. _ �j � LA0A;l"r,Sru8BEa AS- , 4".x }IC D I 1t 30. VACZ.CH•i BRENIC•RS TO BE LOCATED A KIN. OF 4" AtICNE . 1 •. , 3"yl L' REDUCE / _ R ' I /t-- 2 SANTEE- IIPU I LR- 14f GEUPPED , FT.CCD LEVEE. ON FACTORY IIdSTA7liD FIXTURES. � Q � 1 � � 1 f -�, O.vl (O(/f) SAM TEE CT ram. (I.E.. - CLOTHES WAStR'RI. }, i w , .WASTE � CDN " C3 C) LA @ }"). \ i� FLR.UuE 6WEI, .'(LTtyif�`( J -1/t"� 7 Wl4STE LEx� ( 3/. WIIN7- VENT STACK IS r. (IIJCI2FASER USED Fai 1 ^- r 2"--'- $ 32. r F VENT WILL BE II1sT'Aram (TAGGED A _ N�` \CoMr�-wYESYB r3EM� FLR.LIHE t ie�2Mrri� I'h''PTRAv �_ 2"P TRAP Q,,,, Pt17G;fD). -f z. 5EE NOTE 35 - - MAW V6 r (6Y RUILOEI2�..- 1 L aEE NOTE 35 /� N wi' ; COMB.YYE ENO VBP�END I i - 33. WALLS SUBJECT TO WATER SPLASH ARE PRGTEI,R°ED BY � . 'SEE NOjc 40 FLR' � `FLR. D2NN � VENr (elf ButloEw y. VII T CLAD � FINISHES.A.'L T EWATE- KIT. SINK SUPPLY KIT. SINK - '- ITT: -SINK DRAIN 4 VENT ONE 9�STDCKPERLIJINf,LNQHINJ. (DIY)=A.FIxT.SNALLgEN0lvllpt)eLLYVEMIED (H'(?Jr pIXTSHoLLaElIJD1rIWbL�r W/oPr D.wSUPP� DhAIN� VENT w,'.;P,-. P.W.6AR•PISP ; Plimi Y9 MEE IAL SPECIFICATIONS. ,...� I- PVC PLASTIC PIPE - D1765-88 OR ASM D266S 78- y2'At>LY2 F ELL W�-1%2" VENT SEE e1141a► ��V� 2. PWC Ells-e Pipe FnTIIXS - D2466 - 78 !/t-x %i A X V27 F `_ SHowEQH D ASHER Bi1c _ I rJoTE 7 7 i i , ��teH gerat CA I e I i2 V�Nr (1 4. CEMENT - ASRHD7527 - 77 1/L'(D(jp MAX) 1 3EE NOTE 7 NG,TT, •• •••• •i7��••,,� MODULAR STRUCTURES ASTT1 D2468 lsas�NEE 40 - 1 i • • ••. f 5. AM SOLVENT COMM - AM D2235 - 80 4 rEg WASHE£ lurid( - � � • •• (. - ♦ (� A A' 6. SILCER - AM B32 - 87 DIVERTER %VACUUM $ i I .. 0�. • �•• OF PR ivc., ANTI SCALD W/ Y'STeNDPtPE - • i ,r 1' 7. RE.IiY VALVE - ANSI 221.22 - 86 - SIZEAI- I Taint tAC"3o :<UX. . i '~' �• Eia L, �• � �+ • s Ii�. - R.R. #21 . SOUTH CED iljj�tfIL WWI 01 8. COPPER D%AINAGE TURING - ASIM B 306 - 86 - - --In, M x 1/Z' f. ELL 2" P TRAP -�_ 45- ELL • . P� %O%O d eC 9. GEE, t$gTID Nags - FIBaN REINFICIRC D POLYE57M tlFsne �t • 1/t' COkIPLINIG IiC� J L � ; ' siOWEEt Art) SIWHI REC!'3'1TR AND SK)WHN S1Y1tL - Z, 24.2- 80 � \ '�-TRiP LEVQjZ / " �. • j� �J f� C t 10. PLASTIC TUBS - Z124.1 - 80 v - VZ Ib 2'Y ; /. V WASTE : (I• •� ♦ / t . El v/�®//✓(„7 .,��/J TF/YI$' 11. PLAS77C LAVATORY UNITS - Z124.3 80 r -- - - ".Ih•Q1 SPouTSWPLy �" 1 � �i f '� iSTE:.•• tip`' ... 12. SI STEM FIXTURES A112.19.3 - 76. ' T�B/L♦¢I•!d RIM ' FLE:.: FLR. I � r ' Sf[iNAt il. {IITSe:c.O[)^a CHINA.t A172.19.2 _ 82 - : :SEE (E40 I SAN TEE \ TRAP ♦41N„ap44tt 14. CfiIIflC FIXTURES - A712.19.2 - e2 TUB SHOWER t 15. ETm"JD METAL PORCBAIIi - A112.,9.4 - 77 Y : SUPPLY DATE: CAlLoE; .DWG. . y A 16. tarA casr I1ig1 Imrnm? UB DRAW VENT Fs _ A1,2.19.4 - 87 SEE ?tJOM 40_' WASHER SUPPLY WASHER DRAIN t VENT I N0. - .. . U t l./)4./., (�' <A) LOAMY �❑A Y SAND CB ) �r LOA MY SAND (C ) 1 R ❑A SE SAN EC ) 2 ❑ARSE SAN " A> C i_L❑A Y .SAND M 95.1 3 } B w l !, A Y :SAND 93,4 1 9 01f�. , C B „w 2 ,M 91,3 � � H : N EDiU SAND 89 CD) 88.1 A 48 8 8,6 ARS E S AN ,. 110 T82.9- Ti A NK_ f l A v I NIM M S E C h 1D R❑ , u uuw H.. V I ❑ F, 2 E. T ANCE FRCM, SEPT7C SYSTEMT❑ FOUND iSS P,. TTAN C_ r NOTE ` a� , u MINIMUM _ THE 'REED LL HAVE LOTS ABUTTING : D NG F L - CW_ ,o .- _. .: ; _T L❑WiTHTAQUI ER P ❑TECTICN LBTS SHOWN i CATED L SCR L1iNG.THEESWi �pSTa� WAS RESTRICTION WILL REMOVED MC E, 8 DISTRICT NE C❑VERAGF ETR. ❑FTHESE 0) FET FR❑� �ITHi� THiRTY .1, L_INE T ; , , < - , _. - MS WITHIN 10 F NE R _ A E S PT iC S YS TE r B 1 NOTE ❑ __ .� �- r 2 9. S D -WEL L ,. _ T P ❑ E P ACED RIC E RESTRICTION 1 S L❑ � IN RE S FOLLOWING THE F❑L , , <_ PE.. ENTCFLTCERAGEC E � A C R P STREET L❑103BUILDINGS E� SIXTY 0> ET,R.❑W�iNE SiALL .. •.. r❑N 5 RAGE _ 4 0 8,1 S U , _ I N L ❑T COVERAGE d MX ,_ A I M .. H❑ E 1 8 S,F, —PROPOSED .T DRIVE,1 3 70 Sr _ . r 3 S 6 ,F. _. T❑ 35 n - 3 - PERCENT NT OF_LOT COVERED NE _ ; .. _ 8.3% < 10/ ,K. , _ SED ` ;DWELLING FALLS PR p THE LOCATION OF THE ❑P L WITHIN , , S T DIGT THEREFORE SaILC❑MPACTTONT NEEDED: S .; ...:. ..rr� wP•1 "T"1:4YAIT .. p j �6,2 S. wPM 1 �1 .92 AC. 7." tw Ljj ` • ZONING REQUIREMENTS: ZONING IS SRS -= `SINGLE RESIDENCE, B , MINIMUM LOT FRONTAGE 150.00' VINIMUI`J' TOTAL AREA 40,000 sq. ft. MAXIMUM % LOT COVERAGE 10% "GRANDFATHER. SETBACK REQUIREMENTS: :MINIMUM FRONT YARD 30.00' MINIMUM SIDE YARD 10.00' MINIMUM REAR YARD 30.00' -92,,00 D H l� i rBJLKE� Y J: DISTANCE FR MCEP ICTANTCF FOUNDATION 1 0t F -ART ❑U TH A D NG _ . v MINIMUM �u 3 MIN MUtiDISTANCE FROM SEPTIC SYSTEM T FOUNDATION � J , � u T EM L NAV E TN� BUTTING REER❑AD'SHALL❑TS A F❑LL ❑W IhG DEE D , �o �0 , PROTECTION' sH —LOT LOCATED AQUIFER IS REES RESTPCTNA N❑SVNE!A LS ❑R LIVINGT WILL BEREM�E D ,r 8n W MAXIMUML❑ COVERAGE ❑FIA 3 F��WI� IN THIRTY C3�>FEET ®FTHE ST E� LINE. ; tr ,. _ , T� 1 0 WITHIN SEPTIC NOTE B ; -PLACED � 29 THE_PR❑,ED�ELL THE RESTRICTI❑N IS LOWING , PE RC L T C❑ E M S E ET G SF T B AC K FROM -STREET. ON L ❑T 13 B U ILDI R, LI�E SMALLBE . - q 5 4 _ MAAIMUNTDER _ t0c81 S _ ,WA . , � . S,F, "HOUSE. - 1 9 6 H _ PR❑ POSED B TDRI 1 J 37 S.F. , _ 33 56 F T AL . t T t 93- . _'PERCENT F L_❑T VE RE D NOTE; _. `. - 8A3I/ /J aDWEL. G FAL THEPRP❑SED LIN TH� LOCATION HIN S WITN LS 1 _. _ _ TEST AC TI❑ N ES UT THEREF ORE IL COMPACTION DIGOUT, `S NEEDED I ,. r- r-1 TN w r-% -7 k i ri t rr { -. 81 ITI TI T �I i � _ n E7 D A ? T M P N 1 `• c_` 95.8 V EL w u,- (A) N :AMY SA D 95A1 3 9 1.9 . . tB w1 ` Lrt MY AN C '� S. D 93 ,4 18 90Ea ,;_ , ,,, t ;> B wz 91,3 1E IU M-SAN 8 89:9 88,1 _ 8 8b x <: 1 E FRS SANE COARSE' 11 0 8 2,9 t ,; =z _ . - TYPICAL S[�t'� �� ". {gt .��.�� ,��"Eb gas pj � §�, ��n- I c } pyry .R . T+'? b I C.u.,sL LEA ','s�? 4 F { a Y&.R; & � � • F";G SEC � �: i ( 4 an _..__._.:_ j � � a; i �'1Sr,SAND CaV "TOVFIiHiN,, OF I 97. �, 96,o i r,."`�'rr°�,l` r �`v ��v/��r�'Y�rc ' Y x ;� ��/`•'' ,n' . /. � �' .:. rx��'�� y€� 4 i ., ,i�r�'�•��•,v1'a�'✓� u P°s� gr �.v .��+ v v I'-7J"1t"�''�. >�;i.Y +'�k��e{.0 % `r �, k f..Y a+^. ,��- a. ....•. .' x - > :. , �. 24 WASHED 1:-TCDNF_ vCHL i 4Or l t � �..w.,. r _._._.. 61 . a � . i �..�... LPFw , : , ; , , ` ,e t , , � , .,sa,.- :.._.s..._.e�. _._. <a._ �., .� _,t•:.. - r._ .. ,. .,-?7-`+.`myS'"'�"`�"� "ir°`� p" Z7",1"'°.'p.-.Yr—t7 •"m+--�7"-.� � .�_�_ � J i �- >l..4 ,. ...__. ".�, .....::' ,-•__Cx .-...£°...,,`.,�...:�.....�,"` at ,-� . , t4 {; G*, � • '� Ci ,. • Pe : , I. Awn— nt Floor `^•a:..° . ... r ,. ..: ,.., i... , 't' Ce . -.si_ jr - .: y..... a ram- ..° z � . <• . . i ,«.✓p-� i 1 WASHED t/H -y i - STONE !awyy2,1 E. \ 4 P,i.n, JG.TfR- L. } '-- , - / �-i r g t _ � 2 ...' 00 y ' a > if . ' a? � L._ : �. i"� pJf L i 2 `..... e +k: k6 a' 6 Y cc i' F `4 C ° r i t �( �D it ! 3.,,.m.._._....-.e....a..y.;._.._:_-.:..---•�.-A,,...•.-v-- �...:<._...�.._ .._. _....i..t t �:.�. $-��- .ii ��':N't { ».e//""''� 4' pp - ,�. % C i iI ! �i I1 i DX y. 4.. t � f" r J .o..,_; , i.,.....__. i ,� .. . .........: .»:....., .,_...... e.._:..... _ , ! ____. I i ..�_� � ._ ; '.;..... , i___"=. LEVEL i x : s•-ta t f; �. 4.» ,,., ,:...i - r , ...._^. 647 �ry 3'" .S_._...' r P4 4{7 7 I 1 ,. !`fM1s! ",. ` E^ a ATM a ,,3 , ¢ lit gym. Vic. s , , •.�+x,_»<,ar„W.,c..,.,av,:u�s..�=,ee,...asss.a.,�.,e ,_..»zxe,.. ,.>, .as;:>.. „s. .=<..ca,. _ , .-.:er.._�.r»�-,....A,,..v,_....xr-;.a•..a.s*�.�.�-.:ar2,.�a..... .,•va..mm..xv�rR. �sa�--,..»�v»m..xir. ":�..sre�... - .. . �, ��.:r,z-a,:nyr, �+xfie+asyvr snr:::usa-.�-.asx.r�A: c•�:, ...c..n.. .�as,a<eur,...,rv. aswQa:av+ze..rm-sr�-, �x.,� NOTE, . 'Tzr :.. ,.. .e 2 .. $ .. ,. .l W.d ._ , . . ,.. i e been mado - .. t � r^ � a 'r . ... ^. � • r^• tY J", - g*� .�* . ..- , fl .. ... .. ., _,z ...-. , maker , �` cannot ., S, .. ..... , :- .. '.., ,.,b ,�. ! �. the .t contractor .. 44. must � L x, -. f ....E 1 -t., - t S" 4 kt., - d'�: 3 i` �+i'�ll�r t.'vC.�'" ��. at.. , �,,.,, ,._ .... , . , .� t,� � C-C r ,.� _ , the f �' t ., � c. x t rr �' -� .. ,..�'1_� l:Y,,, t" . � _.I ... prior �.C� ��'"t CG. _..,.: _ .. «,� � . � rfl �,~_., � ��,. �;..� _ ... ., ,._.y :. ....(t � .�. Yt, )t'^M. : M W Menton S^` R .,, � - ,. : N+ ."� ,.. ,..> .. ... .,..A a+F•,.ss .� ,. � ., shoo .. ......, :t.,, l� e. r ..,., w. .:_ ,i 4 6'�. �:r. ..., 4 � :.e W+ Rw., a, , ..Y. ..ve .�1=5e......-. k.,4 _.� /'l: .. .-. -. 4 .. .. �k 'ti' w\ 4. ...:.1 n-^:'':� :_.:. F 7 L=81 .8M „9-b 0l S1� R=17 5. 0() LIJ to«•" d _1 z Z N vo in li < O O QZ] 000-1 ,w Nr7Oo Z -J CO Oo LAM co N 04 n � � o a9 Qv" 19,9 u. W o mo r Ct tips, CC, N �co q P-, i tfi �yk t� CO ti�UNh 0 w l 800 MECHANICALS & PRIMARY FUEL Furnace (hot air) - Fuel gas (natural or propane) Ffireiqil, electricity, other (specify) Boiler (heating)- Fuel gas (natural or propane , fuel oil; electricity, other (specify) Z-71. HVAC (combined unit) -Primary fuel, natural gas, propane, electricity, other (specify) Air conditioning - (separate unit) None of the above to be provided Hot Water Gas Electric `r Fuel Oil Other 900 SPRINKLERS - FOR STRUCTURES OVER 7500 SQUARE FEET and certain multifamily residential Required, -plans provided, plans not provided, why? Not required, not to be installed, Why? / 1000 REQUIRED OFF-STREET PAREING - for ZONING & Architectural Access NOT APPLICABLE Parking Plan submitted To Building Department a Pla ZingBoard Date submitted Number of spaces - indoors outside total provided` H-ndicap spaces - required - ves _no. l es, how many as a p?rt of the total required number. Is Route 6 (State Road) Entrance permit required? yes no If yes has it been issued yes no 7. Submit copy of application and/or permit as "soon as available. 1100 IDENTIFICATION (print or type except as noted) / Current owner - name address /''-5_ � ''� : cr✓ C'1�% ,!�� phone # Z2 _5 ++ If corporation. officer in charge ArchitecVEngi veer for overall design Company name Address Phone number Certified by State of Massachusetts as Certification number NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and not reproductions. ArchihwVEngineer - project supervision and reports Company name Address Phone number Certified by State of Massachusetts as Certification number NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals an&.mot reproductions. General Contractor (if Homeowner, state homeowner here then complete section 1300) Company name :'•IQX N ly/ //A %%/I Address Phone number S'0 J 1 Construction Supervisors license number NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals ands, `not reproductions. *xz*zsz*s*sz**sxssssxsxsxssssszsxszms*sssxxssssssssxsssssasssssssssssxsssxxssssssss*sssssss*sx:sssmxsxxss 1200 FOR RESIDENTIAL REMODEL WORK ONLY Are you a Home Improvement Contractor subject to (780CMR 6) ? Yes _ No _ If no go to nc xt section! Are you claiming exemption from the requirement? Yes _No _If yes, submit the required affidavit! Ren_odel contractor name (please print) Address Registration number (if none state "none") Phone number PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTEE FUND! QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration One Ashburton Place - Room 1301 Boston, MA 02108 (617) 727-8598 Owners name (print) Signature Date 1300 OWNER SIGN OFF Alteration of existing, no increase in gross square feet. A`se separate Refuse Disposal g q p Declaration required. 1, the undersigned, am the owner of record or authorized lessee (provide documentation) and I have reviewed Demolition - describe structure i the application herein submitted. ` I state that to the best of my knowledge and belief that the information provided in this application is true.and correct and that the permit requested be issued. � Number of dwelling units Number of bedrooms A separate Re�inse Disposal Further I understand that the permit will expire in six months, from the date of issue, if no work is begun or Declaration required. six months after the last inspection if work has begun and that the permit may be extended for six months if no work is anticipated if I request such an extension in writing. I understand that the permit may be extended only three times by written request. I understand that once the permit expires a new application may be required, includin g m fe es an d c other requirements (including Zoning), g current Name \ > { Signature .!' The above signature is my voluntary act and is signed under the pains and petialties of perjury. Date A' A-2-T-t 1V Who is authorized to pickup the permit at the Building` Department? lease erne Address Phone 1400 HOMEOWNER EXEMPTION -,ONE & TWO FAMILY ONLY FOR HOME OWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 109-1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 127.0, 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 licensiA in accordance with the rules and regulations promulgated by t ,e BBRS entitled Rules and Regulations for Licensing Constriction Supervisors. Exception: Any Home Owner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Home Owner engages a person(s) for hire to do such work ,that such Home Owner shall act as supervisor. For the purposes of this section only, a "Home Owner" 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 two-year period shall not be considered a Home Owner.: If you are applying 'under this section sign below: Signature Your signature carries certain responsibilities, including but not necessarily limited to, general liability sszssssssssssszssssszzsss**ssss*szssssssssssszs:ssss:sssssszsmszssmsszsssassszssxssss*ss*sssssssssssssss NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see 2.15.2 of section 5) :::s:::z:::sszszsmssz�:ssmssszsszszss*�:::*::zssssssssxmssssssssszszmzsssss:::sssssszsss:::*sin::sz::ssss 1500 COST Cost of Improvement $ Items to be installed but not included in the above cost: Electrical 5 Plumbing HVAC Other TOTAL. d Moving - (Provide copy of D.P.W. moving license) Type of structure from where (plat/lot or address) to where (plat/lot or address) Number of dwelling units Number of bedrooms per dwelling unit i = Re -roofing - (for existing only, is included in new construction) Number of square feet Number of layers already existfing Number of layers when complete ! -A separate disposal declaration REQUIRED I i Replacement doors and windows - (for existing only) (only where doors and windows estist and will not be enlarged) EGRESS dimensions must be maintained. Enlarged or new windows in an existimg dwelling will be considered as an Alteration, otherwise will be included in new construction. (see Code ser-Rion 3401.10 for residential and Articl., 8 fc-• commercial) Temporary structure - includes when allowed, trailers, tents and the like and only for limiftmd periods of time. K Describe 500 CONSTRUCTION PLANS None submitted. Why? Submitted, usually three sets required. Four sets for food servicekuses. Number of sets;rsubmitted 600 SITE PLAN ❑ Not required, why? = Submitted When? Previously, date ith this application 700 UTILITIES Water supply - required yes _ no, public ? yes 1> no, on site we ? , yes- _ , — no existing? yes _ no If required and not existing have necessary permits been issued? _ no _ yes, date (M.G.L. Chapter 40, section 54 provides that no building permit may be issued unless a waiter supply, when required, is available. See Code 780 CMR section 114.1.2) Sewage disposal - required V' yes no, public sewer —yes ✓ no private septic - on -Si es no. Submit copy of permit as soon as availablle. i A - I - - - Woodsto- ve used (will require inspection prior to installation), new (provide manufacturers The following section for official use only. instructions). Location(s) (list) INSPECTORS' REVIEW ❑_Fireplace(s) - (includes flue) List location(s) Date plan reviewed E Game Court - describe (include overall dimensions) 30 days to review period expires LE Ten Trailer ob' a Home or tl►er - describe OK to issue date 300 C014IIVIEItCIAL - PROPOSED'PR SE - INCLUDING THREE FAMILY OR MORE AND EXEMPT USES -: OK to issue subject to requested submittals (see project review worksheet) date IS SECTION NOT AP LICAB DENIED see project review worksheet date (The following descriptions are based on the Massachusetts State Building Code Article 3, AS NOTED) (See the J HOLD reason date> Code) _ HOLD Subject to Zoning Board of Appeals action Assembly - restaurant, lounge, theater, school, etc. (see Code Section 302.0) Describe Comments Business - office, assembly with less than 50 occupants - indicate Medical or other professional see Code Inspectors signature I Section 303.0) Applicant in onned of above - Date time staff (fax,phone„ iin person) i y Educational - structure for training including child day care for those over 2 years 9 months (see Code Section 304.0) Over six months since approved for issue - DEEMED abandoned! Factory / Industrial - (see Code Section 305.0) Advise applicant. Hold 90 days for return then dispose if not picked up. High Hazard - (see Code Section 306.0) Inspector Date El Institutional - hospital, nursing home, infant day care (see Code Section 307.0) Advised applicant Date Time staff (by phone, fax or in person) Mercantile -retail stores (see Code 308.0) Residential -three or more family, hotel (see Code Section 309.0) OFFICEVNSPECTORS NOTES C Storage includes Code Section 309.0) - garages (see TOTAL FEE LE Utility & Miscellaneous Structures - includes tents and gricultural structures (see Code Section 311.0) Gross area - new construction Total Sq. Ft �. 7 New tenant for any of the above, indicate above (see Code Section 119.0 and Zoning By-law section 35) alteration Total Sq. Ft CG Tent or Trailer - temporary purpose? Permit is issued to Other Describe the proposal briefly, INCLUDErumberof dwelling units and bedrooms or occupant load as applicable, Comments/notes on permit also eristing condition 400 TYPE OF CONSTRUCTION OR WORK TO BE PERFORATED New Construction and/or Addition - total gross square feet (For commercial only total gross cubic feet) - indicate It will be considered new construction if there an increase in square footage in addition to any alteration(s). If project is an addition to existing structure - Total gross square feet of existing L FOR. CONEWE tCIAL ONLY Will this project be subject to CONSTRUCTION CONTROL (over 35,000 cu.ft.) Yes No. (If yes see Code section 127.0). Designer to submit Code Synopsis. Will this project require Peer review (over 400,000 cu.ft.) Yes No (see Code Appendix 1) - APPLICANT TO PROVIDE �� Owner Owner mail address Owner phone # s*xss*xzzz**ssms*xsxszssxszxsxxsxxsxsxssxssxxz*sssssszsssssxxssxsssxsxxzxzxssxssss:sssssssss*sass**:sssss OTHER INVOLVED AGENCIES - The following agencies require separate jurisdictional permits or approval for your proposed project. CONTACT THEM FOR RF[WER .ED SOBMMONS. is TAX COLLECTOR Approved C'HOLD By Date ❑ Board of Appeals Approved By Date ❑ Conservation Commission E Approved By Date ❑ D.P.W. Water Approved By O D.P.W. Sewer _ Approved By Date `❑ D.P.W. Cross Connection Z: Approved By Date ❑ Treasurer (Bond) ❑ Approved By Date ❑ D.P.W.Engineering El Approved By . Date 3 Board of Health (well) Approved By Date O Board of Health (septic) Approved By ' Date M Board of Health (food service) _ Approved By Date ® Planning Board (parking) = Approved By Date FIRE DISTRICT (I II III) Approved By assssss:::asasssssssssssssssssssssssszssssssssssss::::::assssssssssssssssssssssssssssDate s sssssssssss BUII.DING DEPARTMENT APPROVAL: ❑ ZONING 0 BUILDING INSPECTORBUILDING COMMISSIONER 0 CONTROL CONSTRUCTION AFFIDAVIT ***x:s**ssstzxsssssxsxs:sssssszs*xssmxzsx*zzxxszxzsxszsxzs*z*xxszs*:zz*ss*xz*xs****zssxssxzz*:*s*zxzxzxx PROJECT SUMMARY: new construction/ alteration/demo sewage disposal - public/private [Alter/add interior walls] [add rooms] [add footprint] � ] water supply -public/private well [pool] [garage/shed/deck] [game court] [food service] Describe **sxxxxxs�zsszxxzxxsxxxsssxxsszsxsxsxsx**sexx*x*zszx*xs*sxxx*x*x**x*:s*****x***x*sxsxxxxss:szxxxz*xxx*xzxzs To the various departments: This notice has been forwarded to you for your information and any appropriate action. Should you have any questions please advise. If any reason to withhold the requested permit is found, please advise. Your assistance and cooperation is appreciated. The Building Department - Date sent for review By APPLICATIONr BUILDING Iagtznetions The applicant shall complete this application to the best of their ability prior to submission, leaving no item unanswered. Thie Department staff will be available during regular business hours to assist as necessary. N/A should be inserted for those seeq. ions which do not apply. A properly completed application will help avoid unnecessary delays. Nsie: FWmg fees not (for office we only) ❑ FOUNDATION CY�MY Total Cost $ Received By Date Rec'd (r, Less Application Fee $ � �• � ��,�_ Total Permit Fee $ Permit # Date i 100 LOCATION OF PROJECT' TOTAL LAND AREA SQUARE FEET -z 6 '2 CURRENT ACCESSORS' PLAT LOT ZONING DISTRICT OTHEP ZG-ANG OVERLAY DISTRICTS , if applicable NUMBER & STREET NEAREST CROSS STREET �'i " e /?C4 � I� SUBDIVISION NAME & LOT # /'M �✓ /� +� c✓;' ri / a or BUSINESS NAME PREVIOUS TENANT '/ OWNER a j° A e I Kiz -,)Q 200 RESIDENTIAL - PROPOSED PROJECT - one & two family residence only /J b' T' .IQ U 7F 1+ THIS SECTION NOT APPLICABLE r- Single family number bedrooms _ number baths �- Two family - number bedrooms unit 1 number baths unit 1 number bedrooms unit 2 number baths unit 2 C Accessory apartment Total gross sq. ft. Accessory structure: '= Garage - detached - attached to dwelling, dimensions L W ##s_.'�n. E Carport - detached - attached to dwelling, dimensions L W Shed - dimensions L W Deck - dimensions L W = Gazebo - dimensions L W Swimming pool above ground in -ground Size Chimney number of flues