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BP-14770D < n P..1 D D i W. 0] U W p N U 2 p U W - Sa W D N C m = p r.l S D '1 N > w W N U m D N S D W D � N L UJ �. �0�. 0 W W r N i kK�QTII _• 311 "� 3 � 1+ 1 1 11 3 `• a , Xe .20MIWA510 3JA02 TOM 00 .ONI J03TIHOAA ,513HORAD A OJAHOa Y8 03V513235I 2TH019 JJA re\r\t r OO TH3151Y900 N01221M5139 N3TTISIW TUGHTIW 030U(10519351 510 (131900 38 OT TON 1� �i•�yt 11 t �„ � ,•�,�� , It � r, jli4ll �>., tl(141y `tj.I)a1.�',11 �', i • � 1 � 1 1 , 1 51 1 \ \ � t t � 11� � 1. i i � \ �y l� , }`, f a l', l� , 1 r yl � �l, � ti y�1 � � t � y y•�,t'- i t1 � � Iti� , I til tl 1 l 1 i }, � �'� � 1' 1 �ji I'li `��� 41, k • y i S) i �r 1 J J. J + L} w Y r " v 9 4 r ,y 1 I"I E f F J S 1i. � YA 6 G � P6uE T tilF b 7 tlf ..-� e t'NT ad rn C.� r � � p E L n " ot ¢ ^.d i 1 Copyrighted I)y DorsalO ; _:.,rt11cr A FChilrAS, Inc and/c)r Donald A, G andncr, Inc. ,�3. This stamp must appear in RED INN. Ifthis S°<5;,,? 3S not Red, t IS PS z , copy, Re on, thizs illegal .1,o v 1,o Donald, A. (ar' er, rjdhltectS, Inc. RFID INK J Z w c41� IL Z 0 ® O0 J to o Q ® L) jm > Z Z - H a � f w f� Q w w w in Ld cn i) 0' Q Q Z i'' a W V) Z V to Ld ?r Q GENERAL NOTES 10'-0'� 18-11 m _ W 1. JOIST SANS WERE DETERMINED ON THE BASIS OF THE VENT STACK /PIPE 5 -0 11 -0 2 -11 1 14 -@1 2 -0 3 -4 6 -8 �� 3 -4 a w 0 J J U � J J z '� _ 3 QLE STRESSES IN THE "19g1" GRADING RULES OF THE ALLOWABLE o Q a z rvOUTI-IE(N PINE INSPECTION BUREAU" GRADE NUMBER TWO (2) W N a� W KILN DIED• U LE JOISTS BELOW ALL PARALLEL PARTITIONS WALL 2X(o STUD L 0. Q o U w w O o Q it IQ � 2. PROVIDE DO B ABOVE AND AROUND ALL OPENINGS NOT INDICATED ON i FLOOR JOIST EACH DRAWIN�;5 3• CARRYALL FOOTINGS TO FIRM UNDISTURBED BEARING: SIDE OF PIPE W/ Vol' X 1211 FOOTING FOR 8" OR S" FOUNDATION WALL WITH (2) lop 2X10 BLOCKING 0 — — — — — — — •4 pE INF. RODS CONTINUOUS 16 " O.C. — 24" X 12" FOOTING FOR 1211 FOUNDATION WALL WITH (2) _ _ _ = STEPS TO I � , r � r "4 �INF. RODS CONTINUOUS. 2 - — - - 4. ALL WOOD USED IN CONSTRUCTION OF DECKS AND STEPS GRADE 2 FASTNER5 FOR TREATED WOOD (NAILS, J I I I I Z SHALL E TREATED. 0 n I I L - J C� Z L- -.J Z L- BOLTS, ♦-{ARDWARE, ETC.) SHALL BE GALVANIZED. - - 5. FR4MIN DESIGN BASED ON THE FOLLOWING LOADING "' CONDITIONS- — ROOF e FLOOR DEAD LOADS - 15 P.S.F. HU FLOOR — — �_ - 1 0 � o � r JJ�� II I OF LIVE LOAD - 30 PSF G{�eJ . I L J L J X� x D RO - FLOOR LIVE LOAD - 40 P.SP. Mk<IMUM WIND SPEED 80 M.P.H. vEIFY SEISMIC REQUIREMENTS FOR YOUR AREA. 6, CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 1. CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE SPEGIFICATION5 FOR THIS HOUSE. 8. LOCAL FOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH LOCAL CONTRACTOR OR BUILDING INSPECTOR. SOIL DESIGN BEARING PRESSURE IS ASSUMED 2000 ,a. CONTRACTOR SHALL INSTALL GROUND FAULT INTERRUPT OUTLETS AS PER CODE. Io. PLANS CONFORM TO "CA50 ONE AND TWO FAMILY DWELLING CODE" WHICH COMPLIES WITH "BOCA NATIONAL BUILDING CODE", AND "UNIFORM BUILDING CODE", HOWEVER, MODIFICATIONS MAY BE NEGPS5ARY TO COMPLY WITH LOCAL AND STATE CODES. 11. PRoVIr,�I=- SOLID BLOCKING BETWEEN FLOOR JOISTS UNDER WALLS THAT ARE PERPENDICULAR TO FLOOR JOISTS 12. INSULATION: CEILING — R-30 WALE R-13 FLOOR — R-1g 13. INSTALL ROOFING MATERIALS ACCORDING TO MANUFACTURERS RECOMMENDATIONS FOR THE AREA AND CLIMATE. INCLUDING BUT NOT LIMITED TO SHINGLtES, TILES, FELTS, FLASHING, AND FASTENING DEVISES 14. BASEMlNT WALL CONSTRUCTION SHALL BE REINFORCED MASONRY OR REII' FORCED CONCRETE, AS REQUIRED BY LOCAL CODES. CHIMNEY CONSTRUCTION REQUIREMENTS 1. USE 15/=2" STRUCTURAL GRADE a PLYWOOD SHEATHING. 2. SPLICE ONLY ONE CORNER STUD AT ANY SPLICE. STAGGER SPLICE? AT LEAST 3'-01, AND USE (4) STUDS PER CORNER. 3. USE 10e1 NAILS a 4" O.G. AROUND ALL PLYWOOD EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 4. PROVIDE BLOCKING BETWEEN STUDS AT 4'-0" INTERVALS. PIER FOOTi0s (TYPICAL UNLESS NOTED OTHERWISE) 1. PROVIDE 2'-0" X 2'-0" X 1'-011 DEEP CONCRETE FOOTING WITH (3) "4 REINF. RODS EACH WAY UNDER 12" SQUARE PIERS. NO BLOCKING IF NO WALL ABOVE 1/2" SUB FLOOR 2X BLOCKING W/ 1/2"0 BOLTS a 2'-0" O.C., STAGGERED USE JOIST HANGERS WITH 16d NAILS AT FLOOR JOISTS SOLID BLOCKING WITH BOLTS AS SHOWN IN STEEL BEAM BOLT PATTERN" DETAIL CAP PLATE 6 "X6 "X1/2" WITH (4) 3/4"(P BOLTS SCALE 1 1/2" = 1'-0" 3/411 = 1'-011 WOOD STUDS 1 16" O.C. POWER DRIVEN ANCHORS AT 8" O.C. THRU TRT'D• PLATE 6X(o-W1.4XWI.4 WWF CENTER OF SLAB (TYP.) WIRE REINF. IN THICKENED CONC. SLAB 4'-0" WIDE b 4 4(4) #4'S CONT. AT BASEMENT I AT GARAGE j DETAIL AT TPIC ENED 5LA5 2 3/4" = 1'-0" (2) 1/2"0 LAG BOLTS 2'-0" O.C. MAX. NJ 3/4"0 BOLTS - 4WA5HER5 = N 31/2 u MIN. BEARING 4 1/2" 10" 2'-0" O.C. MAX. 1/2"4, BOLTS 2'-0" O.C, STAGGERED, TO ANCHOR PLATES 5TEEL SEAM 5OLT PATTERN NOT TO SCALE TREATED 2XC I TRT'D. 2X8 W/ 3/4 CHAMFER TREATED 2X6'S AT 2'-0" O.C. AND EACH 51DE OF BENCH LEG (2) 2X(o'S LEGS a 4'-011 O_C., EXTEND TO BOTTOM OF DECK JOIST AND ANCHOR TO DECK WITH TREATED 2X8 BLOCKING AND 1/2"0 GALV. BOLTS AS REQUIRED 5/4"X(o 11 TREATED DECKING (2) TREATED 2XVS W/ TREATED 2X2 NAILER 1X10 SKIRT BOARD PIER BEYOND 5ENCH 5EAT DETAIL 3/4" = 1'-0" 0 Cq N 2 N 3"-0 PIPE COLUMN (TYF.) BASE PLATE 6"X6"X1/2" W/ (2) 3/4"41 ANCHOR BOLTS, ON 1" GROUT BED TOP OF 4" SLAB ° 1 '4 •- ° !� TURN DOWN SLAB 1" TO TOP OF FOOTING a COLUMN FOOTING a SEE BASEMENT PLAN COLUt-IN SASE PLATE IDETAIL 3/211 = I'-0" 12"X12„ BRICK cA CIA I PIERS Z11 in � �' Q � �� � �� ' I I (2) TRt'D 2X8'S _� 2" 6'-811 6'-311 0 6 -0 6 -10 6 -10 2 -0 AND IX10 TRIM O I I TYP. AROUND DECK r11 I _ I (3) tRt'p. 2X8'S1 I I(3) TRT'D-_2X8'SI r I I I I I I I I 1 I ti- 1 J =— L _J L J L_ LJ I= P ! -- -- 0 X X rm5 � ' s P r m i,. `n DECKING TREATED O . , €3 a` �,�, "rz1• . R" a. e Tom, f th FFLn� L —F;: FF1 FILL I�gj SOLID ALL CELLSEACH SIDE OF BEAM. wt� AD1D (2) VERTICAL *5 ash — —I BANS WHERE SHOWN k * I_ -(Do - / A Q aD� DBL. JST. AT ua r ml 2X10 FL. JOIST -s 16" -1 m TUB AREA -1 O.G. W/ BRIDGING > slit 2X10 FL. JOIST 16" 2X10 FL -JOIST g 12" O.C. , tu BRIDGING 1 2 I I �so. _ 'l`J O.C. W/ RIpGING 116!<�') N I 1 , ` X M 2XI0 FL. JOIST m 16" XI = \I 4" GONG. SLAB W/ 6X6 \ N O.C. W/ BRIDGING QI X WIAXW1.4 WWF OVER SIMPSON CO. — } � C2) 2X10'4LINTF-1-' (10')0 MOISTURE BARRIER OVER 5 610 WELDED WINDOW COMPACTED FILL HANGER (3) 2X10'S SIMPSON CO.� BLOC ING B 610 WELDED I - HANDRAIL �3",P S.W.P. COLUMN • I- 2 _ HANGER I -1 GALVANIZED META(TYP. 2 PLACES) �4 DBL. JOIST / I�AREAWAY AT WINDI -— O- -FOR STAIR 2XIO FL. JOIST 6 12"_ -- - 6 X-3 6 X3 ; ::>;::::.: �.::;;:�::::::::.::::.>�<:.:;;:>:;:.;>:::;:..;.::;.::,.�,.,,»:;.::.:;::;;;:.;-:,;;;;;:,;..:O.C. W/ BRIDGING (14WHERE REQUIRED CTYP FOOTING W/ (4) *5 I �, I I BARS EA. WAY 0 O - -- I I I •,� f � (TYP. 2 PLACES) UP 14 TR. 9.5 - - - 0 �� + I�� 15 R. s 1.68 I C I (TYP.) I^ i 6"� PERFORATED DRAIN PIPE BASEMENT WALL, N. NOTE 014 I ' ":....:: .. \ :..: > :..:.....,:::..:: UNLESS NOTECI AROUND PERIMETER OF BASE I SEE GE :. ,:•. ...»,. \ OTHERWISE MENT IN GRAVEL BED. DRAIN -� 2X10 FL. JOIST 16" I i AWAY FROM HOUSE AS PERMITTED I I - - - — O— O.G. W/ BRIDGING (14') BY ROPERTY AND SITE. SIMPSON CO. 5410 3,-2„ \4 \ ' WELDED HANGER,, 12 0 3/4 - - I Ir a SIMPSON CO. 5410 0 \ X WELDED HANGER �I \ 9 \ 2X10 FLJOIST 16" — O.G. W/ BRIDGING �9M 0 FL. JOIST 16" (12') m I-}-`-� I 1'_01 6 0 12'-8" III- O.C. W/ BRIDGING :;t 12'-6" T 4111-011 F -011 I 5/4",\o" TREATED ca Z ---� II DECKING Q ol THICKEN SLAB I I ( , UNDER WALL 2 II n _ C,all " rl I I ®I I � N L J J L 4" GONG. SLAB W/ 6X6- 10:10 WWM OVER 6 MIL I — __ — — = (2) TRT'D 2X8'S I MOISTURE OVER PIERfABT PORCH AND 1X10 TRIM - FILL - STEPS TO TYP, AROUND PORCH GRADE _ N ' 1 ,4 8 1/2 v F\ �� + — �� I�t� ji3�Zf'e{� by Dt ii A. itl i�i �ii �CiS,Inc TURN DOWN SLAB TO t 1 ands/or Don« :-1 t., Gardners Inc. FROST DEPTH AND SLO I S 5 15 _ TOP FOR DRAINAGE sJA —3'-0"X3'-0"XI1-011 l � I THK. FTG, W/4 I f . 5 / a� 2 NO. 4'6 EACH WAY �� X v `� ? } is stamp mt sf appear in RED INK. qS ��� If trtis sr n, i ; n+ Re ' this i. an 111 gal � Copy.� `t t1 is z I�.° i t,���.y to 5� •�' I�t?nal.i ,� ri + :ancr, I�r�,h!tccts, In _y1olt,' KE �� — 54� �3' _ Iv`,tom INK — --- � ------��L,-L r. �i ----_- 2'-2" 16'-4" 2'-2" 1'-8" 9'-011 20'-8" 12'-S" W-3" 13'-811 58'-311 Y � 5A5EMENT AND FIRST FLOOR FRAMING FLAN 1/4" =1'-0" OINDICATES THE NUMBER OF STUDS SEE NOTES ON SHEET N 8 DO NOT SCALE DRAWINGS. UNDER BEAMS A5OVE COPYRIGHT ©1 1/1/91 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, 1qC• NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION U Z W _ V 4 0 iJJ O - J 00 C� z .� i1J 00 cd o V N O (0 00 co N F� V DOOR SCHEDULE 5,-ME�OL0 M 1 SIZE 3'-0" X 6'-8" X 1 3/4" DESCRIPTION EXTERIOR, HARDWOOD * OUAN. 1 2 _ 2'-8" X 6'-8" X 1 3/4" EXTERIOR HARDWOOD, I HR FIRE -RATED 2 3 16'-0" X -f'-0" X 1 3/4" GARAGE 1 4 5'-0" X 6'-8" X 1 3/4" SLIDING GLASS DOOR 1 3 6'-0" X 6'-8" X 1 3/4" SLIDING CLASS POOR 1 2'-0" X 6'-8" X 1 3/8" INTERIOR HARDWOOD 5 2'-6" X 6'-0" X 1 3/5" INTERIOR HARDWOOD 4 g 2'-8" X 6'-8" X 1 3/8" - INTERIOR HARDWOOD 3 S 6'-(d" X 6'-8" X 13/8" INTERIOR BIFOLD 1 1 PR 2'-6" X (o'-8" X 1 3/4" EXTERIOR HARDWOOD 1 11 3'-0" X 6'-8" X 1 3/4" SLIDING GLASS, FIXED 2 1 2'-0" X 6'-8" X 1 3/4" SLIDING GLASS, FIXED 2 of nli Akin =n1 IT I=I I=vATInW FnR 51DI=LIC3PTS AND TRANSOM WINDOW SC�4EDUL.E ROUGH O}=N'G DESCRIPTION }FELLA NO. OUAN. 4'-2 1/2" X 3'-6 5/5" CASEMENT 2036 WC2 i 6'-3 1/2" X 3'-6 5/5" CASEMENT 2036 WC3 1 1'-3 1/2" X 5'-0 5/8" l'-3 1/2" X 5'-6 5/8" 4'-10 1/2" X 4'-0 5/8" CASEMENT CASEMENT CASEMENT 2454 WC3 2460 WC3 2442 WC2 1 1 2 r 4'-10 1/2" X 2'-6 3/8" CIRCLEHEAD CH24 WC2 2 .. 5'-11 3/4" X 3'-1" CIRCLEHEAD C1411 WDR 2 p 4'-11 1/2" X 4'-to 5/8" PICTURE, FIXED 5448 WC 1 'j -7'-3 1/2" X 5'-6 5/8" CASEMENT, 12" TRANS* 2460 WC3 1 > 2'-6 1/2" X 3'-3" VELUX SKYLIGHT MODEL NO. VS-304 3 I'-9 1/2" X 2'-4" IVELUX SKYLIGHT MODEL NO. V5-101 1 1 2'-il 1/2" X 2'-0 5/8" I AWNING 1301a WA 4 N N 0 VERIFY FIT ALL WINDOWS ARE INSULATED AND WEATHERSTRIFFED AS MANUFACTURED BY ,if (ROLLSCREEN CO., FELLA, IOWA,:77 N(�TE, VERIFY EGRESS WINDOW REQUIREMENTS PRIOR TO CONSTRUCTION SECOND FLOOR PLAN 1/4" = 1'-0" ELECTRICAL LEGEND SYMBOL DESCRIPTION DUPLEX OUTLET (GROUNDED TYPE) WEATHER PROOF DUPLEX OUTLET UP �c WALL SWITCH CONTROLLED DUPLEX OUTLET 220 VOLT OUTLET OR CONNECTION ABOVE COUNTER LOCATION (D TELEVISION ANTENNA OUTLET D TELEPHONE LOCATION © DOOR CHIME LOCATION 120 VOLT JUNCTION BOX SINGLE POLE WALL SWITCH 3-WAY WALL SWITCH CEILING MOUNTED LIGHT FIXTURE WALL BRACKET MOUNTED LIGHT FIXTURE --I PULL -DOWN CEILING MOUNTED LIGHT FIXTURE RECESSED DIRECTIONAL CEILING LIGHT FIXTURE ® RECESSED CEILING LIGHT FIXTURE 2' - ONE TUBE FLUORESCENT LIGHT EXTERIOR CAST ALUMINUM FLOOD LIGHTS CEILING MOUNTED FAN - PADDLE ® CEILING MOUNTED FAN - EXHAUST + CEILING MOUNTED FAN AND HEATER PORCELAIN FIXTURE ® DOOR BELL BUTTON QgD. SMOKE DETECTOR CEILING MOUNTED FAN, LIGHT, AND HEATER )I I� s �5k3�s` s x 0- a� 1q' 15 Rq NOTE - VERIFY ALL LOCAL CODES, ENERGY TYPES, AND SITE CONDITIONS PRIOR TO CONSTRUCTION. REVIEW SELECTED MECHANICAL SYSTEMS WITH OWNER PRIOR TO CONSTR'JCTIOT4. RECOMMENDED LOCATIONS ARE AS FOLLOWS: THE WATER HEATER MAY TYPICALLY BE PLACID IN THE BASEMENT OR GARAGE. H.V.A.C. UNIT(S) MAY TYPICALLY BE PLACED IN THE BASEMENT FOR FIRST FLOOR AND IN THE ATTIC FOR THE SECOND FLOOR H.V.A.C. EQUIPMENT IN ATTIC SPACE SHALL BE ACCESSIBLE BY AN OPENING AS LARGE AS THE LARGEST PIECE OF EQUI T AND IN NO CASE LESS THAN 22"X36". F—IR5T FLOOR PLAN SQUARE FOOTAGE FIRST FLOOR = 141(o SECOND FLOOR = 445 TOTAL HEATED = la&l 114" = 1'-O" BASEMENT = 1252 GARAGE & STORACxE = 40E, BONUS ROOM = 204 DO NOT SCALE DRAWINGS. COPYRIGHT© 11/1/91 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC- NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION To a§ Of 011th co n co THIS • LjLj c� U :7 W p O .. J co y J to . > r., Q Z • 401 W W w LUC0� a- O :C °0 (o GO ❑ t co N 0 In 0 a: O Z-q 1 � " O 0 LLL U METAL CHIMNEY COVER LOW PROFILE ROOF VENTS PER CODE REQUIREMENTS CRICKET BEYOND RIDGE VENT SKYLIGHT RIDGE VENT 2400SHINGLES 12 STUCCO7. }2 712 1X8 W/ 1X4 TRIM (3) STUDS TO BEAM ABOVE 1X8 TRIM BOARD 12 112 (2) 2X12'S 12 TOP OF PLATE (2) STUDS FROM FLOOR 12 — - - - - - - SECOND FLOOR TO ROOF I I CONCEALED (4) STUDS FLASHING (2) STUDS FROM FLOOR TO ROOF mm mm SKYL IGHT FOR INFORMATION ON FASCIA SrE WALL SECTION GARAGE BEYOND 12 N �12 MOTE: ,= v; ,' 3 40 N UST' BE KEPT — — — — — — — — — — — SECOND FLOOR CONTRACTOR TO VERIFYr CHIMNEY FIN15H MATERIAL k3' I ,r_. �..tiLMlI a WITH OWNER PRIOR TO CONSTRUCTION. IF BRICK ' (2) 2X10'S (SUB) MASONRY 18 CONSTRUCTION IRREPCONTRAGTOR TO MODIFY �"`° `u,..FC ,�F "CH"0 °:¢�k�s`�K LACE AND CHIMNEY AS ( 9� i — TOP OF PLATE REQUIRED. I � FIRST I=LOOR FIE III III I III III IIII IIII t III III E s �g 1m�^. I'edUR D. I I 0 _ I I II I I II I UILD1M DEF k i% E-A _ `1'ownofDastEodh FIRST FLOOR (SUB) 14 I I (3) STUDS I (S) STUDS WOOD STEPS DECK BENCH OMITTED BRICK PIERS I IX4 TRIM BOARD ��;` BRICK ��ENEER I I TO GRADE I FOR CLARITY I I -4a-> YIJ 1X12 TRIM BOARD W/ WOOD DRIP V1 - `t I I I I I 1 I I I I I I Alm METAL CHIMNEY �F I� COVER BASEMENT — — — — — — — — — — - — — — a r �c..3.0�. --------------------- r T —--------------T— ----- ,.L---J----------1---1-----------------------I--I----------------L-------J STUCCO u REAR ELEVATION 1/4 11-0 RIDGE VENT p �.s Q O J � Q Q v~i J a Z J w z Q o z Q a Q uj m w U m Z o m (n o O a w 0 W U Z w Of a Y ~ p W m tin o O (n O' uj 0 w Q a-' o wi U J i in �j w V U a N O J a to 0 Q 0 Z �- Q cc 7- co 0) N 1X8 TRIM BOARD • SKYLIGHTS 12 TOP OF PLATE V 12 — \ - - - - - - - - - - SECOND .FLOOR z U 12 TRANSOM GLASS z co 12� ABOVE DOOR - r \ W 0 TOP OF BEARING = J TOP OF PLATE FOR ROOF RAFTERS AT BONUS ROOM TOP OF PLATE FOR BONUS fi ROOM FLOOR N JOIST r FIRST FLOOR (SUB) 0 NONE w e 240# SHINGLES 12 ,� . � ����..: ;'LL�.���: �... 12 12 12 12 12 2400 SHINGLES 1X8 W/ IX4 TRIM PLATE I IN o i - _HIGHER TOP Or- 5EARING PLATE FOREAVE • •I— - J ; w e 240# SHINGLES 12 ,� . � ����..: ;'LL�.���: �... 12 12 12 12 12 2400 SHINGLES 1X8 W/ IX4 TRIM PLATE I IN o i - _HIGHER TOP Or- 5EARING PLATE FOREAVE • •I— - J ; III ■■NONE ®® ■■ � s FIRST PLOOR F- � m _ co <�0 , rcoo v � � C4 FIRST FLOOR — - - - (SUS) � Q X S A l f DO NOT SCALE DRAWINGS. NOTE, FIER; FOOTINCsS COPYRIGHT© 11/1/91 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. NOT SHOWN; FOR CLARITY NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION O 0. TOP OF PLATE SUB FLOOR TOP OF PLATE SUB FLOOR 1 �--- 2X8 RAFTERS AT 1611 O.C. ' R-30 INSULATION 2404* SHINGLES 15# FELT 1/2" PLYWOOD SHEATHING CUT TRIMMER FROM 2X 1X8 WOOD FASCIA W/ IX4 TRIM 2" AIR SPACE (MINIMUM) 3/0" PLYWOOD SOFFIT W/ 2" VENT 1X4 WOOD TRIM BOARD 2X8 CEILING JOIST e 1(o" O.0 2X4 WOOD STUDS e 16" O.C. BRACING AT MID -HEIGHT OF WALL 1" T 4 G RIGID INSULATION. INSTALL ACCORDING TO MFR'S. INSTRUCTIONS. BRACE AT CORNERS. R-13 BATT INSULATION IX8 HORIZ. WOOD SIDING WI(o" EXPOSURE 1/2" GYP. BOARD 5/811 PARTICLE BOARD UNDERLAYMENT C 5/8" EXTERIOR GLUE PLYWOOD UNDERLAYMENT IN WET AREAS) OVER 1/2" PLYWOOD SUB FLOOR GONCEALED FLASHING 2X1O FLOOR JOIST 6 l6" O.C. SEE SAVE DETAIL ABOVE FOR ADDITIONAL NOTES -f--- — NOTE, SAVE TO ALIGN WITP EAVE BEYOND WALL SECTION 2X4 WOOD STUDS' 16" OZ. BRACING AT MID -HEIGHT OF WALL 1" T 8 s RIGID INSULATION. INSTALL ACCORDING TO Z'IFR'S. INSTRUCTIONS. BRACE AT CORNERS, R-13 BATT INSULATION 1X8 HORIZ. WOOD SIDING W/(o" EXPOSURE 1/2" GYP. BOARD 5/811 PARTICLE BOARD UNDERLAYMENT ( 5/S" EXTERIOR GLUE PLYWOOD UNDERLAYMENT IN WET AREAS) OVER 1/2" PLYWOOD SUB FLOOR R-le BATT INSULATION 1X12 TRIM BOARD W/ DRIP CAP WOOD BLOCKING GONT. # 5 BAR 8" CMU - FILL TOP GELL W/GROUT W/ 1/2"-0 GALV. A.B. w 6'-O" O.G. TO SECURE TREATED 2X1O PLATE. SEE WALL SECTION 1- 1 FOR BASEMENT DETAIL 3/411 = 1'-011 TOP OF PLATE SECOND FLOOR SECOND FLOOF ( SUB, TOP OF PLATE FIRST FLOOF METAL CHIMNEY TOP OF PLATE= SECOND FLOOR N SECOND FLOOik' (SUBS TOP OF PLAT FIRST FLOOIc �t :ST FLOOR (SUB?' 01 Q Z O C) J Q Q a L W f Q W F V j (A zz (, J Z rL Q � f 4' lY O W vi i W W Q U d W z w O ( z o O Q � Q W W c m 0 m > > 0 z HE F- _ v a LLJ O a Z Z W N Y ® ~ r a J z6.1 r) cn = d W � A } J o a Q r NOTE, GARAGE FOOTINGS GALVANIZED METAL ' AREAWAY WHERE I NOT SHOWN FOR Y CLARIT REQUIRED BY GRADE - - - - - - - - - - - - - - - - - - - _BASEMENT _ r-I-----------------------------------------� y '1 KEPT _— — — — — — — — — — — — — — — — — — — �'��' f Oil _ _ z_ �� 4�� ��� �I �,3.� � LEFT �'J t+ F� 1/"i'I� 11 011 , �."'.3i ''§ ; µ� p-4'4ky r.' 47i!i t e +. METAL CHIMMEY y a c X�k ,u i', r:8�4ik . COVER �k qq-v� e `,-. _,', ,.m3 -.,, �},"y aai u.•�a; 6 F..� . rani +•y4.3 k:'°oi4� ,C)v {^+ STUCCO k T IS you RED. RIDGE VENT PAT g^e ®g r, spa RIDGE VENT r of D �F .�ufI 12 12 z 12 12 z Al v RIDGE VENT, ., 'i, A ofn e RIDGE VENT sR xY, 2404'SHINGLES 7 1 TOP OF BEARING PLATE I SKYLIGHT n - - - - - J— - FOR INFOR!"IATION _ o FOR HIGHER EAVE I ON FASCIA `SEE WALL SECTION ad.y IX& W/ 1X4 TRIM -- asr_.T .6 k-eA u-i.avw k i`.'. Y.4. c. `�✓'a2w i I� - WOOD COLUMNS M m � eq Copyriphl,�" y Donald A. (3 ,.r ner /trchitecls, Inc an CatT)cm ild A. i.'rrit rr TUC { FIRST FLOOR (SUB) - _ 1 S u:5 'aT Ii 111USf .i' A CAI III iA1 11N1�.. I II this s' 4np is no R cdthis is an illegal WOOD STEPS 1X8 HORIZ. WOOD SIDING i ___--- i i ---- --- i cop; P"-pon dll ri 1 copy to TO GRADE '---------- 1X12 TRIM BOARD ----- -=---J I I 1X4 TRIM BOARD RD Dona! . A. (yard t , ,te ts, Inc, WITH �" EXPOSURE W/ WOOD DRIP i I z 1 t r GALVANIZED METAL I I RFD INK - AREAWAY WHERE BRICK V%ENEER I REQUIRED BY GRADE I II iI BASEMENT ri--------------------------------- ----- I-1 ----=-----------------------------------IJ I— Rle� ' ! IDE ELEVATION 1/411 = I'-011 DO NOT SCALE DRAWINGS. ARCHITECT INC. COPYRIGHT© 11/1/91 ALL RIGHTS RESERVED BY DONALD A. GARDNER, NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION <Z I C CID v) N • tU� Y/ LLI 0 J 00 0 > m � Z • 0 LLI Lu cis cc 00 0 N • i -0 V w (p 3: 00 3: I r > CID N / v O m O I 01 0 LO 0 0 U RIDGE VENT 2X10 RIDGE BG)ARD 2X8'S a 16,'ii O.G. 12 OUTRIGGERS 12� FOR OVER - OUTRIGGERS 2X8'6 Iro" O.C. HANG FOR OVER- HANG 12 -30 INSUL. 112 2X4'S � SEE SECTION 3-7 2X8'S 'a 1(o" O.G. 16" O.C. FOR FRAMING AT DOUBLE 2X4 PLATE VAULTED CEILING 12 SEE SECOND FLOOR HORIZONTAL 12� STRUCTURAL PLAN BLOCKING e4'-O" 2X4'8 32" O.C. INTE EDIAt BLOC ING FOR KNEE WALL At MAX VERT. BARREL VAULT MAX '-0" O MASTER BEDROOM -IB INSUL FRAME At FRONT SKl'LIG+-1T BEI'OND TO SUPPORT RAFTERS `� ill RIGID WALL AND ABOVE OF HIP ROOF \—SLOPED CEILING INSULATION DOOR o�PoslTg (SHOWN BEYOND IN IN GREAT ROOM HAND — - THIS SECTION) R-30 INSUL. / (2) 2X8' -13 INSUL. �1 / \ HALF CIRCLE TOP OF PLATE WINDOW (2) 2X12'S TOP OF PLAN_ i - - - 2X8 S 16n O.G. R -30 INSUL. VAULTED CEILING � STUD WALL DOOR T sF� I I WINDC 2X4'6 6 1(o" O.C. R-13 INSUL. IQ ' I I ,46TER BATH CLOSE" MASTER 5EE)ROOM � I I R-19 INSUL.- (SUB)FIRST FLOOR (3) 2XlO' (2) 2XIO'5 2XIO FLOOR JOIST 'a 16" O.C. �Q I c� CL I I 5A&EMENT z o I 4" CONC. SLAB BASEMENT I °a - - - - - ° — — — — — — — — — — — — — — — — — — — — — — — — — — —°ago° 1.0o 00 ° �0. ° 611 0 PERFORATE12 DRAIN PIPE AROUND PERIMETER OF BASE- MENT IN GRAVEL. RUN TO pAYIGHt � �. — .� � SECTION - TOP OF PLATE SECOND FLOOR 12 (SUB) OP OF PLATE FIRST FLOOR (SUB) —1- z u� tu( N r 3 w� Z > U BASEMENT -0.00 ° ° oo° 01 0°° . � 0 6"(p PERFORAt17-D DRAIN PIPE AROUND PERIL" 11=-TER OF BASE - MENT IN GRAV1=L. RUN TO DAYLIGHT 1 SECTION 1/4" = 1'-0" ..� 0 'T B apt. T ci: N Sr,k Ysw iWk M1mJfl�"v hh .F�r.,.S GREAT R001„C �O�I'Efi� fi Ofi�G�--� ,F,®p rid$' kd; 6� � r�g��A NOTE: T°u {;� �I Yas e DECK NOT SHOWN FOR CLARITY 2X10'S a 12" O.C. (2) 2X1O'S - (2) 2XIO'5 R-19 INSUL. (SUB) FIRST FLOOR w ^g pe��g�€'€ E D. z e a'"dzn^�'�' �P"�e� �r��es I��. F_ ILI��qq PIPE COLUMN g, p� BB i2t�elyd=Tl i`' E- NT DPAF. Q BEYOND cj 0 2XIO FLOOR u JOIST 16" O.(C. _ � zo r l'3 ul u BRICK AND CMU 5 4SE1 TENT TREATED 2X8 WITH TREATED 3 F l `� _ > FOUNDATION WALL 2X2 LEDGER. TYPICAL IN51DE h a PERIMETER OF PORCH` ,o0 4" CONC. SLAB �°, ���� a� � �" � ` � �{ � �� � E�3 BASEI" TENT ° ° °°°°e 8° o 1 6s {.8}¢A LO..L'd. rsa — — --_48�_00 a°°°$° ---- — — — — — -- -- -- -- -- -- — — — — — — — 00o Do °°°gig° T �'2 6"41 PERFORATED DRAIN PIPE o $° o '— — — — —' 00.0 AROUND PERIMETER OF BASE- MENT IN GRAVEL. RUN TO DAYLIGHT SECTION 1/4 = 1-,a �z�-�� , J �- a , __J Rp - r- n s 'f." e k,-y i 1 B ;� and 9 E 6. is eS n I La €'i. Lai S y F . f dd �t e>,,, H:J::. ., ...... �i' �+ a-y yr >s .rlry`�l0r gg4' 'Q .-# a.r" a or €3 � $.ice., c.m �.J.a.h -i � �.. r a;A.Py 4. t-t-,1• -- f s^epo g•a K5, OUTRIGGERS -� FOR OVER- HANG LOCATE GANG LAM BEAM TO ALLOW FOR AIR FLOW TO RIDGE VENT u u RIDGE VENT 2XVS e 16" O.C. 2X6'S 'a 16" O.C. R-30 INSUL. R-3(O INSUL_ SKYLIGHTS BEYOND SCAB ON 2X6'S TOP OF PLAN 12 112 AT EACH JOIST 1" RIGID INSULATION 1 OFF0sIT� 2" AIRFLOW 1" RIGID - PORCH A D 2 ABOVE INSULATION INSULATION BEYOND -- — 0 I+ R-13 INSUL. \ N 2X415 R-13� INSUL.- � ' lY Q 80NUS POOH _ - BEARING ONUS ROOM BONUS ROOM SUB FLOOR _01 _TOP OF I 2X101 FLOOR JOIST PLATES IR-19 INSUL. - - - � 16 O C GARAGE 2X815 'a l(o" O.C.- 3 TREADS a 9-511 d O o Q L,.I Q y J = w Q Q � w o = gi m �` it R1 ft: ow w > O w � wZ €t w W a p 0 W m N w o c'''i Z > a a 1— rn R' w L, a (.) zQ of O N o (-) p J = Vl w z> 0 0 V w a o d Y J = (n o a Z 3 0 Z 2 r a N = W a :2 Tom _ TOP OF PLATE SECOND FLO (n 21 cA 0 SECOND FLOOD - —(SUB) HANDRAIL �—(2) 2XIO'5 (k BEYOND i GA ,4GEQj 1 �W STAIRS TO BONUS r ROOM BEYOND CONC. FLOOR SLAB —I---------------------- FILL (� l SECS" ION 1/4" = 1'-0" 2X4 STUD WALL, e 16" O.C. N- FIRST FLOOR A):FIRST FLOOR (SUB) �,,. r� . ,,., � ,�; •�e;.Inc. _ (SUB) z REG. � � -ph is stan;I) rn i ap1)c =QED INK. PIPE COLUMN 5 IL i If tt r� s'��: {� :: r ,'� �' }' ; i; an gal BEYOND >� U co"`, f't {, .^ ih ilc , , t nov t0 I I I \ Donau r = Ll 5A5EMENT 0, DO 2 i'} .ED II*1_ 4" GONG. SLAB BASEMENT --------------------- 11'-1" � L--- 14 TREADS ia 9.5 SECTION 1/4" = 1'-0" DO NOT SCALE DRAWINGS. COPYRIGHT© I I/1/91 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION c0 T (0 N • U Z U E W p 0 J 00 0 CIO _ to > ti as Z ° .® C.) w w 0o ca iu cc 00 N I— o e • � d, _ 00 N 00 0 ccoo N X O m O 0� Cl LLI Vi 2X1O RIDGE BEAM 12 EXTERIOR VAULT TO BE IX4 LAP 12F_ JOINT WOOD INTERIOR VAULT TO BE (2) LAVERS OF LAMINATED 1/4" GYPSUM BOARD 2X8 RAFTERS AT 16" O.G. 2X1O FRAMING FOR ARCH 1611 O.C. (NOTE, DO NOT �\ R-30 INSULATION CUT SO BEAM IS LESS THAN \ 12 112 5 1/2" AT NARROW POINT \ \ 1-m" (2) 2X1016 2X12 RAFTERS - —\\ 240# SHINGLES GREAT ROOM \ _. \ 1511 FELT 1/2" PLYWOOD SHEATHINCx ' \ 2 ro r r NOTE• ; CUt I RIMi" IER FROM 2X \ • \ co BEARIN�� GREAT ROG \ TOP OF PLATE TO TOP 4— — — \ - OF FASCIA TOP OF PIrATE \ 1X& WOOD FASCIA W/ 1X4 TRIM 2" AIR SPACE WHERE CEILING JOISTS ARE NOT PARALLEL 3/8" PLYWOOD SOFFIT W/ 2" VENT TO ROOF RAFTERS, IX4 WOOD TRIM BOARD CHANGE DIRECTION OF CEILING JOIST AS 2X8 CEILING JOIST 6 ]roll O.G SHOWN `" m 2X4 WOOD STUDS 6 16" O.C. 0 BRACING AT MID -HEIGHT OF WALL ~ 1" T d G RIGID INSULATION. N INSTALL ACCORDING TO MFR'S. INSTRUCTIONS. BRACE AT CORNERS_ c� R-13 BATT INSULATION 1X8 HORIZ. WOOD SIDING W/6" EXPOSURE 1/2" GYP. BOARD 5/S" PARTICLE BOARD UNDERLAYMENT ( 5/S" EXTERIOR GLUE PLYWOOD UNDERLAYMENT IN WET AREAS) OVER 1/2" PLYWOOD SUB FLOOR R-19 BATT INSULATION 1X12 TRIM BOARD W/ DRIP CAP SUB FLOOR WOOD BLOCKING C all C. I.U., FILL TOP CELL WITH I GROUT AND 3/4"o G-ALV. A.B. e I 6'-0" O.G. TO SECURE TREATED 2XI0 PLATE I BRICK lJ-i I THRU WALL FLASHING G III_ — 1T�Tr` FILL ALL CELLS BELOW GRADE u = WITH 2500 P-el CONCRETE. SEE w I o GENERAL NOTE 04 WATERPROOFING- 3 5i8 '10INSULATION BOARD TO PROTECT WATERPROOFING II 04'S 6 32" O.G. EXTEND INTO BOND BEAM I II 4" CONC. SLAB WITH 6XC6 - N WWTURE W1.4XW1.4 F OVER 1" IOIS I BARRIER OVER CV IPACTED FILL BASEMENT II 00 o°oo °° CONT. HORIZ. GALVANIZED JOINT ° 1 REINFORCING lro" O.C. VERT. a a g ss °°°g°: V°°oO ° I , o o .I 0,,0 ° ° o °�8° a° ° ° 12" CJ I.U. i l 0 0 0*. 0, 8°° o0 d o°0 0 a °8° °� 6 4> PERFORATED DRAIN PIPE ° 4" GRAVEL BED °o ° — —• °d o°°o ' ° g'° AROUND PERIMETER OF BA, �°°° °° MENT IN GRAVEL. RUN TO DAY - MOISTURE ARRIER—�—_ I' L IGHT FOR FOOTING SIZE AND REINF. SEE GENERAL NOTES WALL 5E CT I ON 3/4" = 1'-0" 2XVS 6 16" O.C. GUSSET PLATE, SIMPSON CO. TP-4-1 EACH SIDE ,�— 2X4'8 a 16" O.G. 15 G/A. ANCHORS 6 32" O.C. TO 711E ROOF TO WALL --- 2X8 RAFTERS AT ]roll O.G. 12 �12 240# SHINGLES 15# FELT 1/2" PLYWOOD SHEATHING CUT TRIMMER FROM 2X �\ NOTE, VERIFY EAVE ALIGNS 2X1O BLOCKING 'a l�o" O.C. 1/2'" PLYWOOD SUBFLOOR WITH HOUSE BEYOND, SEE � BUILDING ELEVATIONS TYPICAL EAVE, 1X8 WOOD FASCIA W/ 1X4 TRIM 2X1 CONT SEE WALL SECTION iii \ SEE FRONT ELEVATION TOP OF PLATE Milk FOR EAVE HEIGHT 3/S" PLYWOOD SOFFIT W/ 2" VENT uwu � 4 '��� 3/4" WOOD TRIMt. y z�: 1X4 WOOD TRIM BOARD §. b 2XIO'S 6 16" O.C. (2) 2X1OIS uT b 3 NOTE, (2) 2X10'S IN �— COLUMNS BEYOND 2X4 WOOD STUDS ]roll O.G. -` GUT FROM 2X1O'S � FOYER BEYOND ARE ,- r Qu a�. e 16 O.C. LOCATED AT INTERIOR 1X4 LAP JOINT WOOD SOFFIT CEILIING ELEVATION I ~ KEPT TOP OF PLATE At - Ea BRACING At MID -HEIGHT OF WAIL Sy i.�a a D�'Sr a.. ,{II'4ra � IIUGT �U. HF HOUSE BEYOND _ c , utir� 'i �,I s-� "� '�°"� �'s�h a. H (A - r4�oe'Cg=-'1;s�- Y. -1 V T 4 G RIGID INSULATION. - 6 3fv 3 SCE" I Ol�l - -_"�tY - 3/4 - 1 0 - s t a �r° ^., y e iaa � - Y V INSTALL ACCORDING TO MFR'S. m�� �� co r e;�' !# E ° ,�€npr n`=;+ INSTRUCTIONS. BRACE At CORNERS. �4 (. y Stan -d dd '"«4'" Fm �Fa - _ -1 1X8 HORIZ. WOOD S D ING a ^ ' T 0 I l a a'�-caul D �' W/6" EXPOSURE v;oa"vt' IfI+ "�° POEIO° � a... ZOO � �1 ' Ic 1/2" GYP. BOARD ar Ea r�� � 'Lffi ta Ult Ol.', rnoOh a -.U u`L - yK 1X12 TRIM BOARD W/ DRIP CAP SLATE SURROUND'^°u:_s'?''t' SUB FLOOR 4 PLUSH HEARTH r \ r- -' ° BUILT l�P MANTEL �;, L__� WINDOW BEYOND �- �% i ------ I 1/2 "� GALV. A.B. '� 32" O.C. -4" CONC. SLAB W/ 2X4 PLATE 1 �X6XWI.4XW1.4 WWF SINK I REF. - TREATED 2X8 PLATE - I (P D - �•— — BRICK AND BLOCK 3fo" META (� / ter' `\\ //' \\\ �WASHER//• \\\ RANG� 1 a FOUNDATION WALL FIREPLA -- -- -- - - nl \ \ /\\ // \ // I 1 \ � � � I HORIZONTAL GALVANIZED ro MIL PO!^_'Y. VAPOR BARRIER JOINT REINFORCING AT ]roll O.C. VERT. GizEAT fizOOM e KITCHEN KITCHEN D C 3/S" EXfiANSION JOINT FILLER FILL ALL CELLS BELOW GRA ZFOR FOOTING SIZE 4 REINF. a SEE GENERAL NOTES. - C 2 1,U,4.� SC�'f Oil01�11�5 fit001"r 3/4" = 1'-0" 0 0 \4 f m \ m D KITCI�EN KITGNEN F KITGNEN G KITGNEN 0 r N LIGHT LIGHT 114" MIRROR SINK SINK L I GHT L IG•sHT LIGHT 11411 114" MIRROR \ Q SINK SINK SINK P \ N H MASTEi� SATN i=WDR. RM. INTERIOR ELEVAT ION5 K Ba4TN *2 1/4" = 1'-O" (3) STUDS TO GANG LAM BEAM RIDGE BEAM CONT. 2X4 2X8'S a ]roll O.G. 12 I�, nIi ', (2) STUDS TO ROOF 12 I III ul; 12 I,r_----- n----_-_-,I (2) 2X1O'S LINTEL U� TOP, OF PL E iiiii--------li;ii R-30 INSUL. Jill�� PROVIDE 2" AIR 1i1i i , Iliii SPACE ABOVE ljc,"hite ts, Inc INSULATION � 111 Jill ill R-13 INSUL. 1" RIGID INSUL. i� siii l�i'r' lJiNDOTIJ'ri I\'IIi1 srrr (4) STUDS is !JI BEYO IUD ; [Idl g" SECa SECOND FL OR it ii R Y th 111I , col 11� to iSU%3) Tenn �1�1�.4. G 'r { �.rc��,te�l•ICI. Inc. 17--7-577) 1 I'LJ I I T� 5ECT I ON 1/4" = 1'-0" DO NOT SCALE DRAWINGS. 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WELL F/F T.O.F.= 181 F/B/F=17G FINISHED GRADE= 181.8 • 180.27 22"min. i ►80.05 ; 179.80 179 _ _ r 3- •+ 6- LOW LEVEL 1�rt 10, i . ! ► MIK 4 !4- MIN. : • ' 4 5' _ 1500 GAL. SEPTIC TANK 4: 4.25' •' PVC a' 10' ' ' GAS BAFFLE O OUIVALE (� 10.5' 180 v 1 \ TP 187 � -:L= 33.97 i 18C - - 50 L^26� 174 \ 176 MILLERS DRIVE SITE PLAN SCALE= I" = 30' 172 CLEAN COARSE PEA SCONE FI IS ED GRA_ _ 181.0 FIN GRAD = 181.0 179.53 2.5' 5' 5' 5' 2.5' 12" (min.) -....... • • ' r.. 12" MIN. •.--2" MIN. - - - - 1Z2B . D-BOX ' ; I 4" PERF. I L 179.331 vj �- o ND CAP PIPE I ► �-li'� CLEAN COARSE WASHED STONE 6"L�L.178.831 .. .; +�-- 5' �- 179.47 17 9.3 3 SAND OVERDIG �• 9.51 EL.173.83 I I I L---------------------------------EL. 169.4 SYSTEM PROFILE NOT TO SCALE 12" CLEAN COARSE STONE __+ W/e" -I- CLEAN PEA STONE COVER 4 ROWS OF 4" SDR-35 (28' LENGTH) PERFORATED PIPE OR EQUAL Lot 31 )P. LL 5' SAND OVERDIG SEE NOTE #II 2.5' END CAP--/ (typ.) 5' 20' 30, 5' 5' 125 j-- 28' 30' 40' LEACHING AREA DETAIL NOT TO SCALE BASIS OF SANITARY DESIGN BUILDING USAGE: 3 Bedroom 0) 11 OGPD/bedroom TITLE 5 SEWAGE FLOW: 330 GPD SEPTIC TANK SIZE: 1500 Gallons GARBAGE GRINDER: None WASHING MACHINE: Yes PERCOLATION RATE: 2 MIN/INCH DESIGN RATE: 10 MIN/INCH, CLASS 11 SOIL LEACHING FIELD: BOTTOM AREA: 20 ft. (\Nidth) x 30 ft. (length) = 600 sq.ft SYSTEM CAPACITY: 600 sq•ft x 0.60 gpd/sq.ft. = 360 gpd DEEP TEST PIT INFORMATIN PERFORMED BY: KEN FORTIER/ CHRIS HENRY WITNESSED BY: SUE GRIFFIN DATE: 12-20-88 TP 183 TP 184 0- 8" TOPSOIL 0- 12" T(OPSOiIL 8" - 32" SUBSOIL 12" - 30" :SUBSOIL 32" - 74" MED. PACKED SAND, SILT 30" - 84"' VERY FINE SAND, SILT SM. STONES 84" - 132" COARSE SAND, SOME GRAVEL 74" - 124" WELL GRADED SAND, GRAVEL 8 STONES 124" POSSIBLE LEDGE 132" POSSIBLE LEDGE NO GROUNDWATER OBSERVED NO GROUINDWATER OBSERVED ADD 2' HANDICAP ADD 2' IHANDICAP GRID EL = 176.0 PERC EL = 167.5 (DEPTH = 102") GIRD EL = 176.4 PERC EL. = 167.4 (DEPTH = 108") BOT TP @ 124" (EL =165.ro� BOT TP (@ 132" (EL = 165.4) SOIL EVALUATIONS: DATE(S): 1/27/99 - 1/28/99 PERFORMED BY: Kenneth E. Fortier WITNESSED BY: Susan Griffin DEEP OBSERVATION HOLE LOG TP # 432A (Elevation = 177.0 ) Depth from Soil Soil Texture Soil Color Soil Other: Structure, Stones, Surface Horizon (USDA) (Munse/l) Mottling Boulders, Consistency, % Gravel (Inches) 0 - 4" O 4 -16" A SANDY 1 OYR3/4 FRIABLE LOAM 16 - 33„ B SANDY 1OYR5/8 FINE, FRIABLE LOAM 33 - 70" C, SANDY 2.5Y 6/6 10YR5/8P�. FIRM, SANDY LOAM LOAM 2.5Y 6/4 DEPOSITS @ 38" 70 - 95" CZ LOAMY IOYR6/3 FIRM, MEDIUM -COARSE, SAND GRAVELLY, SAND DEPOSITS, COBBLES, & STONES BEDROCK DEPTH = > 95" ELEVATION =169.08 SEEPAGE DEPTH = None ELEVATION=169.08 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 38"' ELEVATION = 173-63 DEEP OBSERVATION HOLE LOG TP # 432B (Elevation = 176 F-, ) Depth from Soil Soil Texture Soil Color Soil Other: Structure, Stones, Surface Horizon (USDA) (Munselo Mottling Boulders, Consistency, % Gravel (Inches) 0 - 5' O � 5 -11 A SANDY 10YR3/4 FRIABLE LOAM 11 - 28„ B SANDY IOYR5/8 FINE, FRIABLE LOAM 28 - 62" C, SANDY 2.5Y 6/6 1OYR5/8.& FIRM, SANDY LOAM LOAM 2.5Y DEPOSITS @ 62 -124" CZ LOAMY 1OYR 6/3 FIRM, MEDIUM -COARSE, SAND GRAVELLY, SAND DEPOSITS, COBBLES, & STONES BEDROCK DEPTH = None (?.12.3" ELEVATION = 166.17 SEEPAGE DEPTH = Nonc.124" ELEVATION = 166.17 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH - 36", ELEVATION = 173,5 GENERAL NOTES: new construction: 1. The sanitary sewage disposal system shown hereon s -all be CONSTRUCTED IN ACCC RDANCE with the requirements of 1995 310 CMR 15 (TITLE V) of tf�,-_ State Environmental Code and local Board of Health regulations. Any MODIFICATION TO THIS DESIGN must be approved in writing by the engineer and the local Board of Health prior to imple'nentation. 2. Contractor shall verify and check the BENCHMARK(i) as shown on this plan prior to construction of the proposed system. 1 3. Notify the local Board of Health when the system is ready for INSPECTION, prior to any backfilling. 1f CONFIRMATION OF CONSTRUCTION (as -built) is required by an engineer, 3 ilay advanced notification is required for the survey. 4. DEEP TEST HOLE INFORMATION indicates soil coneition, percolation rate, and water gable elevation at the time and location of actual testing and shou`d be verified at the time of comAruction. The contractor shall notify the local Board of Health if GROUNDWATER or PERCHED WATER is encountered at a higher elevation than indicated on this design plan. 5. TOP OF FOUNDATION, BASEMENT and FIRST FLOOR elevations may be ra Ised but NOT LOWERED without the consent of the engineer. t a NOT desi ned for the us.e of a garbage 6. Unless specified in the Basis of Sanitary Design, this .ystem !s g 9 9 grinder or other high water usage devices. 7. Where the building sewer pipe exits the foundation ABOVE the basement floor, an eff'uent a grinder pump conforming to 310 CMR 15.229 may be used tc discharge A VOLUME OF LESS THAN 25% OF THE DESIGN FLOW from any future basement bath'oom / sink facilities. 11 8. If any components of the proposed system are specked as HEAVY DUTY, those corinponents shall conform to all state and local requirements for ASSITO H-20 loading. 9. The SEPTIC TANK shall be 1500 gallons minimum, ui"less otherwise specified on this d,;sign plan, and fitted with PVC schedule 40 INLET TEE and OUTLET TEE WITH GAS BAFFLE of,'proper length. Septic tank construction shall conform to 310 CMR 15.226. The SEPTIC TANK OUTLET COVER is to built up to within 6" of the finished grade unless o.herwise specified on this design "plan. 10. SEPTIC TANK, DISTRIBUTION BOX, and PUMP CHAMBER (if any) shall be placed of a 6" minimum compacted GRAVEL BASE to prevent heaving or se', Iing. ALL SEAMS ARE TO BE WATERTIGHT, sealed with asphalt cement or other cement suitable for that specific component. 11. EXCAVATE ALL UNSUITABLE MATERIAL within file feet horizontally of the leachrnq area from the pea stone cover down to elev 169.4 (80inches be'' -ow the original existing grade.) Excavation may be required to extend deeper if uniform suitable matarial is not encountered. See nob' s Ila & 11b. I 11a. SOIL PREPARATION PROCEDURE FOR THE LEAvHING FACILITY AREA shall. conform to 310 CMR 15.246 & 15.247. 11 b. Any EXCAVATION OF -UNSUITABLE MATERIAL des*gnated on the plan shall conform'';o Construction in Fill requirements as outlined in 310 CMR 15.255 (1-6)- 12. No HEAVY EQUIPMENT shall be run over the components or the prepared Ieachirg area during installation. RUBBER TIRE MACHINERY are not tore driven over the prepared natural soil base or sand/stone bed during system installation. 13. TANK SEAMS, riser connections (if any), and all plumbing joints are to be installed 100% WATERPROOF. ALL JOINTS MUST BE WATERT131-17, sealed with rubber joints, cement or other suitable sealer for that specific component. Any grour dwater or surface water entering the system will severely limit the life span of the leaching area. 14. ANY LEACHING AREA (OR PUMP CHAMBER) VENTS shall be constructed of 4" solvent weld SCH 40 PVC, The twin 90 degree elbows comprising the'U" shall not be glued. Any D-box vent pipe shall utilize an inlet knockout. Vent to extend 24" min. ab,)ve proposed grade. 15. RESERVE AREAS that are shown within 25' of proparty lines may require impervious barriers to be installed (to conform to side slope requirements) dur ng the installation of the future n!serve. 16. For RESERVE AREAS that may be required to be installed at a higher elevation than th ie primary area (due to any naturally occurring slopes in the topography), either a pump system or elevating the building sewer & tank may be necessary. 17. ANY CLEAN -OUTS shown shall extend to within 3 itches of finished grade and capped with a SCH 40 threaded clean out fitting. 18. ANY VENTS shown shall be constructed of 4" Sch. 40 PVC. The twin 90 degree elbows on top of the vent shall NOT be glued, allowing future inspection c_cess. Sheet metal screws are recommended to prevent unauthorized entry. Horizontal lengths of vent piping shall be sloped up towani the vent. Any vents shown connected to the Distribution Box are t? utilize an unused D-BOX1NLEl' opening. LEVATIONS MUST NOT BE FANGED WITHOUT BO BOARD OF HEALTH STAMPS OF HEALTH APPROVAL "A" DE HEALTH IN,3PECTION REQUIRED WHEN EX _ ,Ii/ATED his^ , "°� E r THE APPROVAL BY THIS Oi'F10E �� Designed DOES NOT GUARANTEE 1 HE 0r G" Whirlpool EFFECTIVENESS OF AN"( F OtIit�:I'i t,.`"O INSTALLATION I : 'F Devices,, DARTMOUTH BOARD OF HE1LTH BOARD OF HEAL-hH STAMPSICID ENGINEERS AS -BUILT PLAN :; .. CERTIFICATION STATEMENT REQUIRED I, MAY 1999 CONSTRUCTION OF THIS SEPTIC SYSTEM MUST RE COMPLETED WITH THREE ()�_ YEARS OF THE AT,E OF APPROVAL % �,,RD OF �ALTFI P.E. STAMP SEPTIC SYSTEM DESIGN P LAN OWNER: 1 f UP30 AP 70 LOT 13-321 (MILLS S KENtJ R. ASSESSORS MAP & LO � f:M C" IL FARM N STREET LOCATION: MILLERS DRIVE NGINEERING FIRM: Kenneth R. Ferreira Engineering, Inc. P.L.S. MP 46 Foster Street, New Bedford, MA. O12740 j"oFMgs�cti Tel. •(508) 992-0020 Fox: (508) 9�)2-3374 .(Jp KENRNETH FERREiRA DATE : 3 - 17 - 9 9 r i No. 28716 9�G,STECONTACT PERSOI : KEVIN SIL 1, 3999 SNALADDRESS: 4 2 pk�it�®U�� TEL: Same as aba� eQd SE 6 514.3 2 M1 LEGEND EXISTING PROPOSED too---- CONTOURS. 91" ! SPOT ELEVATION PROPERTY LINE er. -EDGE OF PAVEMENT El. STONE WALL WELL Q O DEEP TEST HOLE LEACHING TRENCH C� PLUMBING PIPE Lot 33 F/F/F= 185.11 FINISHED GRADE= 181.8 T.o.F: 181.4--- , 180.27 �. 22' min.' = 180.05 179.80 179 r 3- t♦ U01M LEVEL r_01.ctN 6- Ji ' 0- 14" y 1aIF1 4 MIN. F/B/F=176. . 4 5' 1500 GAL. SEPTIC TANK` 4 , �. PVC GAS BAFFLE OBI-E UIVALE r' F- 10.5' t Parcel "A" 178• PROP. WELL .*1 .9 I 174 \ 176 TP Ica 180TP 187 v MILLERS DRIVE -:L= 33.97' L=2 SITE PLAN SCALE= I" = 30' 172 s-' CLEAN COARSE PEA SCONE FINISHED GRADE= 181.0 FIN GRAD = 181.0 179.53 2.5' 5' 5' S' 2.5' 12- (min.) 12" MIN. j7H3 _I . r., -2" MIN. DX 4" PERF. 3 ND CAP I PIPE- CLEANT-EL.178-83 EL 179.33 �jLf i 4-!�" CLEAN COARSE WASHED STONE 6" 179.47 17 9.3 3 I t 1 ( SAND OVERDIG 9,54 EL. 173.83 SYSTEM PROFILE NOT TO SCALE 4" - I!" CLEAN COARSE STONE W/1- -I- CLEAN PEA STONE COVER 4 ROWS OF 4" SDR-35 (28' LENGTH) PERFORATED PIPE OR EQUAL Lot 31 W. LL 40' LEACHING AREA DETAIL NOT TO SCALE 20' 30' BASIS OF SANITARY DESIGN BUILDING USAGE: 3 Bedroom @ I I (OGPD/bedroom TITLE 5 SEWAGE FLOW: 330 GPD SEPTIC TANK SIZE: 1500 Gallons GARBAGE GRINDER: None WASHING MACHINE: Yes PERCOLATION RATE: 2 MIN/INCH DESIGN RATE: 10 MIN/INCH, CLASS 11 SOIL LEACHING FIELD: BOTTOM AREA: 20 ft. (width) x 3C) ft. (length) = 600 sq.ft SYSTEM CAPACITY: 600 sq.ft x 0.60 $pad/sq.ft. = 360 gpd DEEP TEST PIT INFOPMAT1019 PERFORMED BY: KEN FORTIER / CHRIS HENRY WITNESSED BY: SUE GRIFFIN DATE: 12-20-88 'TP 184 TP 183 0- 8" TOPSOIL 0- 12" TOPSOIL 12" ` 30" S hjgS01L 8" - 32" SUBSOIL 32" - 74" MED. PACKED SAND, SILT 30" - 84" V'ERY FINE SAND, SILT SM. STONES 84" - 132" (COARSE SAND, SOME GRAVEL 74" - 124" WELL GRADED SAND, GRAVEL (8 STONES 124" POSSIBLE LEDGE 132" POSSIFEILE LEDGE NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED ADD 2' HANDICAP ADD 2' HA;NDICAP GIRD EL = 176.0 PERC EL = 16';,5 (DEPTH = 102") GRD EL = li76.4 PERC EL = 167.4 (DEPTH = 1081 BOT TP @ 124" (EL=l65.6J1 BOT TP @ 1132" (EL = 165.4) SOIL EVALUATIONS: DATE(S): 1/27/99 - 1/28/99 PERFORMED BY: Kenneth E. Fortier WITNESSED BY: Susan Griffin DEEP OBSERVATION HOLE LOG TP # 432A (Elevation = 177.0 )) Depth from Soil Soil Texture Soil Color Soil Other: Structure, Stones, Surface Horizon (USDA) (Munself) Mottling Boulders, Consistency, % Gravel (Inches) 0 - 4" 0 4 -16" A SANDY 1 OYR3/4 FRIABLE LOAM 16 - 33" B SANDY 1OYR5/8 FINE, FRIABLE LOAM 33 - 70" C, SANDY 2.5Y 6/6 1OYR5/8& FIRM, SANDY LOAM LOAM 2.5Y 6/4 j DEPOSITS @ 38" j 70 - 95" CZ LOAMY 1OYR6/3 FIRM, MEDIUM -COARSE, SAND GRAVELLY, SAND DEPOSITS, COBBLES, & STONES BEDROCK DEPTH = > 95" ELEVATION = I69.08 SEEPAGE DEPTH = None ELEVATION=169.08 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 38" ELEVATION DEEP OBSERVATION HOLE LOG TP # 432B (Elevation = 176.5 ) Depth from Soil Soil Texture Soil Color Soil Other: Structure, Stones, Surface Horizon (USDA) (Munselo Mottling Boulders, Consistency, % Gravel (Inches) 0 - 5" O 5 -11, SANDY 10YR3/4 FRIABLE PEB LOAM 11 - 28„ SANDY 10YR5/8 FINE, FRIABLE j LOAM 28 - 62" C, SANDY 2.5Y 6/6 1OYR5/8& FIRM, SANDY LOAM LOAM 2.566/4 DEPOSITS 3of 62 -124" CZ LOAMY IOYR 6/3 FIRM, MEDIUM -COARSE, SAND GRAVELLY, SAND DEPOSITS, COBBLES, & STONES BEDROCK DEPTH = None12•i" ELEVATION = 166.17 SEEPAGE DEPTH = Nonc124" ELEVATION = 166.17 ESTV*1ATED SEASONAL HIGH GROUNDWATER DEPTH - 36" ELEVATION = 173.5 GENERAL NOTES: new constructio n: 1. The sanitary sewage disposal system shown hereon shall e CONSTRUCTED IN ACCORDANCE with the requirements of 1995 310 CMR 15 (TITLE V) of the sate Environmental Code and local Board of Health regulations. Any MODIFICATION TO THIS DESIGN must be approved in writing by the engineer and the local Board of Health prior to implementation. 2. Contractor shall verify and check the BENCHMARK(S) �s shown on this plan prior to con il struction of the proposed system. for INSPECTION, prior to any b:lckfilling. If 3. Notify the local Board of Health when the system is ready P CONFIRMATION OF CONSTRUCTION (as -built) is i-'quired by an engineer, 3 days advanced notification is required for the survey. 4. DEEP TEST HOLE INFORMATION indicates soil condition, percolation rate, and watertable elevation at the time and location of actual testing and should " verified at the time of construction. The contractor shall notify the local Board of Health if GROUNDWATER or PERCHED WATER is encountered at a higher elevation than indicated on this design plan. 5. TOP OF FOUNDATION, BASEMENT and FIRST FLOOR elevations may be ratse� but NOT LOWERED without the consent of the engineer. 6. Unless specified in the Basis of Sanitary Design, this system is NOT designed for the use of a garbage grinder or other high water usage devices. 7. Where the building sewer pipe exits the foundation ABCVE the basement floor, an effluent a grinder pump conforming to 310 CMR 15.229 may be used to discharge A VOLUME OF LESS THh\N 25% OF THE DESIGN FLOW from any future basement bathroo"n / sink facilities. j 8. If any components of the proposed system are specified as HEAVY DUTY, those compc1ments shalt conform to all state and local requirements for ASSHTC H-20 loading. 9. The SEPTIC TANK shall be 1500 gallons minimum, unless otherwise specified on this desllln plan, and fitted with PVC schedule 40 INLET TEE and OUTLET TEE WITH GAS BAFFLE of proper length. Septic tank construction shall conform to 310 CMR 15. 26. The SEPTIC TANK OUTLET COVER is to built up to within 6" of the finished grade unless othe-se specified on this design plan. 10. SE PTIC TANK, DISTRIBUTION BOX, and PUMP CHAN�3ER (if any) shall be placed on a 6" minimum compacted GRAVEL BASE to prevent heaving or settlirg• ALL SEAMS ARE TO BE WAiERTIGH T , sealed with asphalt cement or other cement suitable fog that specific component. 11. EXCAVATE ALL UNSUITABLE MATERIAL within five fret horizontally of the leaching area from the pea stone cover down to elev 169.4 (80inches belov' the original existing grade.) Exc ovation may be required to extend deeper if uniform suitable materi,l is not encountered. See notes �11a & 11b. 1 la. SOIL PREPARATION PROCEDURE FOR THE LEACHNG FACILITY AREA shall. conform to 310 CMR 15.246 & 15.247. 11 b. Any EXCAVATION OF UNSUITABLE MATERIAL designated on the plan shall conform to Construction in Fill requirements as outlined in 310 CMR 15.255 (1-0. 12. No HEAVY EQUIPMENT shall be run over the compcnents or the prepared leaching area during installation. RUBBER TIRE MACHINERY are not to be driven over the prepared natural :soil base or sand/stone bed during system installation. 13. TANK SEAMS, riser connections (if any), and all plumbing joints are to be installed 100% WATERPROOF. ALL JOINTS MUST BE WATERTIGFT, sealed with rubber joints, cement or other suitable sealer for that specific component. Any ground rater or surface water entering thii system will severely limit the life span of the leaching area. 14. ANY LEACHING AREA (OR PUMP CHAMBER) VENTS shall be constructed of 4 solvent weld SCH 40 PVC, The twin 90 degree elbows comprising the "U" shall not be glued. Any D-box ve;it pipe shall utilize an inlet knockout. Vent to extend 24" min. abov? proposed grade. 15. RESERVE AREAS that are shown within 25' of proper'y lines may require impervious b 3rriers to be installed (to conform to side slope requirements) during the installation of the future resEirve 16. For RESERVE AREAS that may be required to be installed at a higher elevation than the jximary area (due to any naturally occurring slopes in the topogra?hy), either a pump system or elevating the building sewer & tank maybe necessary. 17. ANY CLEAN -OUTS shown shall extend to within 3 in&,es of finished grade and cappec with a SCH 40 threaded clean out fitting. 18. ANY VENTS shown shall be constructed of 4" Sch. 40 FVC. The twin 90 degree elbows )n top of the vent shall NOT be glued, allowing future inspection acc-ss. Sheet metal screws are recommended to prevent unauthorized entry. Horizontal lengths of vent piping shall be sloped up toward t(,e vent. Any vents shown connected to the Distribution Box are to utilize an unused D-BOX INLET oI)ening. BOARD OF HEALTH STAMPS. BOARD OF HEALTH STAMPS TOWN OF DARTvjoom cm f G REVIEWED } _ * Any Ch,-jg0c- f�i.j t ' u11 C . 825 Fnipo .. of,",.��AY 1 n 10 P.E. STAMP SEPTIC SYSTEM PLA q OWNER: ROBERT IIFOURY FEIREI R. ASSESSORS MAP & LOT:NMP 70, LOT 13-32 JIMILLE 5 .,lull N .3 35 9 FARM STREET LOCATION: MILLERS DRIVE ENGINEERING FIRM: , Kenneth R. Ferreira Engineering, Inc. P.L.S. STAMP 46 Foster Street, New Bedford, MA. Oc!740 Tel. '(508) 992-0020 Fox: (508) 992-3374 DATE: 3-17-99 Scale: I - 30 � KEWIETh_ �� 6 REIPA � I CONTACT PERSON: KEVI.N SILVA NO. 287 i 6 ' ''STERE�w�/ ADDRESS: �LLAI��� Some as above l TEL: - SE 6514.3 lu�7i[ RESIDENTIAL 2000 ......,.... �.-.1��'PER'l''Y:4�Wi�(ERS#I11xaAt7. 2.1 Owner of Record: Name (print) Contact Address Phone Number 2.2 Authorized Agent: Name (print) Contact Address r Phone Number xx :. 11 3.1 Licensed Construction Supervisor: f Not Applicable ❑ Licensed Construction Supervisor" U License Number f Address ���� �1,<� r :�< Expiration Date Tele Signature phone C% a 3.2Registered Home Improvement Contractor: Not Applicable ❑ Are you a Home Improvement Contractor subject to (780 CMR-6)? yes ❑ no If no, go to the next section! Are you claiming exemption from the requirement? ❑ yes ❑ no If yes, submit the required affidavit! r� Company Name j�� Registration Number (if none, state "none") ��e ff� 1 � �.i! �'C AAddress � G�: `i �pl I r 1 !l Ava 011 C� Signature ,� � ' Telephone /0 �� Expiration Date 3.3 For Residential Remodel Work Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, (617) 727-8598 Owners Name (print) Signature by signing the above, the home owner acknowledges that there will be no eligibilty to the Guaranty Fund Date 3.4 Horheowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 1009.1.f Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1, 1982, no individual shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of buildings or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Consrvction Supervisors. uilding Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner Exception: Any Homeowner performing work for which aB engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor, on which he/she resides or intends to reside, on which For the purposes of this section only, a "Homeowner" is defined as follows: Person(s) who owns a parcel of land there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a Homeowner. If you are applying under this section sign below: Signa'mre: Your signature carries certain responsibilities, including but not necessarily limited to, general Liability Rev. January 20, 2000 RESIDENTIAL 2000 FNOT"CE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed COnfstruction upisor, whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R52 115) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failu 1 Y6to provAde this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached:911yes ❑ nra 4 new construction* ❑ addition ❑ alteration ❑ repairs ❑ chimney/ 10 woodstove (energy report required) (energy report required) fireplace [ ❑other demolition ❑ deck ❑pool ❑accessory bldg. ❑replacement window/door❑ (shed/garage) no. of windows_ doors_ (specify below): ((specify below): * If new construction, please complete the following: bedrooms 3 no. of baths ,� Single Family: no. of Two Family: no. of bedrooms unit 1 no. of baths unit 1 no. of bedrooms unit 2 no. of baths unit 2 ❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): Boiler (heating) - fuel gas (natural or propane), fug" electricity, other (specify): ❑ HVAC (combined unit)- primary fuel, natural gas, propane, electricity, other (specify): o Air conditioning - (separate unit) ❑ None of the above to be provided Hot Water: Gas Electric Fuel Oil 1e" _ Other Brief Description of Proposed Work: r>. , ,,- A lA / 14 /1 1(/1 / ,17//—a Item Estimated Cost ($) to be completed by permit applicatnt 1. Buildingd armed 2. Electrical 3. Plumbin .., /A i2= 4. Mechanical HVAC ' ,<r�i� `tea Ica f// to 42e,7- 5. Total = (l + 2 + 3 + 4) * Estimated Total $ /0 a, oco .00 (please print) ' `�li 12� li l f��� I, + as Owner of the subject property hereby authorize ' v�Ul. � to ac m behalf in all matters relative to work authorized by this building permit application. ature of Own Date I as Owner/Authorized Agent hereby declare that the statementstand information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. _ Signature of wne ./Authorized Agent Date c:\wpwin\forms\bldgapp.res Page 3 Rev. January 20 2000 c:\wp;win\forms\bldgapp.res page 4 RP„ 1,,, -, 10 ,nnn