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BP-73804S / j l Rl n Outs_ T. ` 4 t � \ _ o I HEREBY CERTIFY THAT THE FOUNDATION AS St WN 8 5. 4 1 1 76. 6 1 COMPLIES WITH THE ZONING REQUIREMENTS AS SET FORTH BY THE TOWN OF DARTMOUTH ZONING By( —LAW. �W o$ m .73 gd 6W °c° 3�4 '_ -- ------ -- ------DATEr � _ M / D o 54.2' m vCA rn 2 fi Z Z �O v cn Co / 70.2' L F (A�oApo\ LOT. 5 58.8' 2, �707 �J rn Cu 1 X �N / ''^^ 41 OPEN SPACE LOT 4 64415.7 SQ. FT. 1.48 ACRES w lb U sco%: 1" = 40' V , 449 Founce Corner Road dote. 6-25-14 •A� - �(j � Dartmouth. MA 02747 °3'SIC (508) 998-2125 drawn: ° W W R7 1$ Civil andFAX (508) 998-7554. Environmental Engineering checked.' $ML. Urq9 Land Use Planning N / S 1 g oPProued.• SDG project - MAP 65, LOT 26 -1NO2 SUB. LOT 4, OLDFALL RIVER ROAD NORTH DARTMOUTH, MASSACHUSETTS I po .00, client. CA Z�°12,� LONG BUILT HOMES 41 0 541 1• �� m 0' 40' 80' 120' drawing time: sheet 1 Off 1 i x FOUNDATION - f 41 drawing number Cn AS -BUILT r 13-5385—L074-FAO : j' i, i 0QM ZQ� o Z 'LO QO (n Qp} (nJO Q 0 U) O Q m P C) N N cV O N r o QWII LLJO p (n W U Z N N O Z Z w W Z O O 0011 z j O oi 06 0 0 0) C14® � w-mom � O a_pw "1. ZQM Q0 ZQ� QO>- O Z LO Q (n J O (n _J O V) O M to ®� hW-- � ` P7 �I U V Ln O Q � z � N �> 0 p - W Z _ II z ^O L�� 6 �'Q Ie. x ��a, Lqoa) LLI LIJ®a = W Nam; J W Z,> Z Z Z /� cQnU O.�U " U`Q_cnWU ®F_- O_ ® L 00 , M W �� J N O co M' O . � Q � U Z `5. W - W ~ .. N � � � W ® N O T,O� X�Q'X Q 0 m� N N n •. . %) z o W ® N S W D_ 00 z 3 -: S Q O Q Y z \C) 0_ O _ - U of z m zoz :. Z • J P N O - oU Q o® N N S U 06 0 n n W 0 0) 'N m> Z 'q-'to0 O U o - ,n o m� z Q m oZ Z< U o O z LO P O P O m r 0 MNV Q m Z Z O U Nam: uj �-'(°n'zQ W Z LiU > U ~ o Lu tW w P P e. .:° . LL I O 0 > J 0 Nw >- w m cn w (n z N II (n w F- c� p F- z Q U m W ¢ w>® ON Ww� z w o pu� ~ oo® O� t z 0 F- J U t J W V- z Q ZD ® O -' (� _ W ~ w ;: C/ o 0 o_ F- W F- F-- F- CJ' P L� ® N U Z t= 0 g m� J F- O e Q W- LiJ Q Z d✓ W W W z Cn Z O U I- O wQ S a Z® D Q - z ov_ w d CC ® Q O Z = F- F- F- 0 J I co p- N a Q Z W ® LL W pQ -� w J C) C) NNN >' >- Q v o. V J a �p� • (n nn Z r N O - p LU p x Ld W ® �� O � Q W (n (n (n U ; (n I.J� L.L - ® M Z ' z _ 0_< ® � O W W N i-- m �U� (� a. a F- W CL _ W W W 0 0 0 - .. L� � _ o � W Z O W p LEI I- J J w 0 W W w Q Q� > 0 Ii WXW QQQ 3 U V/ N p N � N � O J (n O0>' 3 0 O -� J � (n U O W U o Z O-UUU _ _ S r7 � O Oj r- 0 � 0 O O in :�I m (n ;' ® Q U Z® X W Q p W W W of of Ci' \ .: �, .._. •. a., r o a,�� oQ LO o z L (n -1 O (n -J p g Q m U ^ 0 N N LENGTH 0 i I I HOU5E GARAGE u LENGTH ASFECT RATIO A51'ECT RATIO ANCHOR BOLT 5FACING = 56" a ANCHOR BOLT 5FACING = 56" I a Z CV Y p QH z f- 14' CONCRETE FILLED 50NO TUBE5 0 W Z) Q- H _ U O :;5- z Z LU iL Q 40 b 2' 5' 6' 5 24' 8" Q 0 W z TUBES ??? y 25' 6" g I S, cl) n flL z z w O I I G> z DC U BILCO'SL* OUTLINE OF DECK ABOVE I I a 0 AIC PAD A/C PAD zL Lu 068 6 PANEL - I 00000000000000000000 ----------------- -, r----------------� W=FULL 4 FORM FOOTER -WATER HEIGHT BA5EMENT ._; CHECKLI5T: ELECTRIC w FULL HEIGHT GARAGE FURNACE 501LERI FOUNDATION HOT WATER TANK z d 2': I 0 z1, m GA5 r7-2" BEAM POCKET 8" 0 9' z z ., 0,� _� SEAM POCKET: Q m 9 6' WIDE! 9" HIGH / 5" DEEP r , j— , r , r_ 6' WIDE / 9" HIGH /5' OAP N U 3 J 31/2" CONCRETEFILLEDI MO x 19 STEELl3El� I QL KLOLLYCOLUMNS 1� V w mn z 16" X 10" CONi1NUCli5 r y, 36" x 36" X 12" POURED CONCRETE FOOTING m CONCRETE Q LALLY COLUMN PAD 8"X79"POURED I I I z (V CONCRETE FOUNDATION ?:. .f. O zµ n 4' POURED CONCRETE SLAB I I I .., I O O Q OJ Q TOFOF FOUNDATION 070 DROP DOWN11— 01, - I w Y®L L — I JI ? — — ONN � H LL —------------ iv — 6"FORM2'-11"BELOW N 1 �— — — — — --- J 105 50 T 5, T.O.F. TO INVERT 16 8 3 8 m m _ N — — — — — — — — — — — — — 0 106.OD w DATE: 2' 16' 12'-8" 8'-8" 12' 8" 24' _ C (n Q 16' 34' 7K 24' C) ® 5/19/14 `DRAWN BY ICY Q Jim tn SHEET # a UNDATION PLAN 0__.L__,,_NOT Lu Ln W 2.00 TO SCALE z 0 F u _ a J a W Z 0 O E- H u m H � p� � 12' U I TPN z z LU w 12' x 10' DECK 76 z o � � 2' 16 24'-9 4" 5'-7 3/4` 3'-61/2" 24' z LU >- aL Z-101/4" 1 2'-91/2" z 147-0 4" 5'-3" a Q 3465.2 6068 LIDER 244 -21 0 O O w30L w50,2 W3030 - � XA2a30¢ C I C L } Q Lw o� w UJ DINETTE o g v �' �- ,L KITCHEN (HRDWD) (HRDWD) o F- Q ° I -4' _ GREAT ROOM I I Nll- DLNT I-�ry N z o . \ I 2EOJ 2463 z 0 I Uh I GARAGE } s Of — - 13' 1 1/2" 5' O 3/4" 3,_6 12' 3 3/4" I Q �� o +- — — — DZ N m In WOPENING 6 2668 2668 26ii9I / l 6E315 _ I U amp / OPOCNALl/2WALL&CCWNt. e �i N z *_, n s DINING ROOM w I I a / (HROWD) ' 3' 9" 4' 3'-93/4" — — — — — — — — — — z 5/5" X- Flw REWDE5HEETKOCK TO UNDE IDE OF ROOF PLYWOOD co z FOYERI o I I o N ;1'1AKEADS (HRDWD) UP DEN I STUDY I I I 0 O in w I. C-4075 NEWEL (.HRDWD) I I I 0 O S¢ 0 �' OPEN TO ABOVE n CRDAN & NECK LA � ` � LHL PANEL MOULDING MaJLDMG w &CHAIR RAIL 19 O J � O 5 76070IN5 LATED OVEK EAD DOOR5 PANEL MOULDI I N wlfRANSOM T y 1O 1- 5 5 5 m_ 3 686-PANEL./S DELITE&TRAN5 M T�wALL o O J t 3%6" 3' 6" 6' 3' 2" 4'-4 „ 61f4" 6, 3._6„ 12' 72, m :V PRE CAST STEP I ❑ 2' 16' 1 Z' 8" 8,.a, 73 4' 12'-01/4" 24' _ Q- 16' 34' Q DATE. 24' O 5/19/14 ubRAWN BY Jim Lo SHEET # cc 0 IST FLOOR PLAN x3.0 � OT TO SCALD z 0 J Q W Z 0 H 58' u W m H 12'-10" 8'-01/2" 3'-51/2" 6'-51/2" 4'-31/2" 6'-31/2" 16'-91/2" � U L 3'-8 /8" 3'-71/" 345ZHW6-4" 5-51/2" 2'-7' 3-31/2 3' O40 /17-2 42 5787 Z � LL > y M z w Y ,w.cl ( O Q 650AKER TUB 4'S-O,VER O DE DROO M# 3 j BATH # 2 3, N WIG z (TILE) - O c>zPr m ° Ln IN MASTER BATH MA5TER LU � I- (TILE) ° N I 8aD N DEDROOMn N z cl� 1268 -3DB12213 3242132P C3?4Y.32Z] 28 2668 (1) STUD - (i) JACK LINEN 6-3 1/2" 2668 a HALLWAY 81/2' N81/22'- (CRPT) LL Q , Z } O Y CL05ET 4068 5D CO �j N N 4068 CL05ET _ CL05ET 2668 Q n 5'-21/2 o 6068 ? � W o ® z 5D I WIC W IV U- DED1z00M # 2 ° ° ° ° ° ° ° ° __ I �cRPr� N Lu Arnc AccE66 m OPEN RAILING 5Y5TE a DEDROOM # 4 I N o CIO L 0. ¢ w J p LU OPEN TO PELOW I _ 'A Y N 32 J u CM O m = ( co 3 7 77 7 7 N O LPL 7J m L % TALL WALL 1 uj 2'-9 3/4" r n- [Y DATE: 3'-2" _ 4'-4" 4' 6' 3'-6" 4'-111/2" 4'-111/2" 5/19/14 12'-3 3/4" 7-0 1/2" 9'-11" T-D 1/2" o O W 1�iRAWN BY 34'7 24' 7 JJM SHEET # a 0 )--LN-OT FLOOR PLAN TO SCALE o W Z J o F- LHL U r w d m H x iy- V) z z w LU O Q w z � Z W > �L z a 0 z ¢ 0 0 LL) Q � Q F- 0 x w z >� z my m o 0 LLI O � �z O � K LU w t0 Q z `, N w w w z Lli LL w J Is/ o _ 00 0 m F— L'_ z H o m LULu DATE: 0 `.5/19/14 o WO.AWN BY Q � JJM a .SHEET # flAr— W AR ELEVATION I�TOT TO SCALE z 0 Q a W Z 0 � O H u !9 F- m H � z Z U W 40 (D H z Lu p� z z a z a z 0 O LL w a W LU Ao t- � z h X �l N Z ❑ LLI rl^ VN L J Q o w v ❑ .` iu3 z cc .r LLI C] CQ L z N W � W LU O S L.A.! LLL LLJ 0 J = CD D W mo _ z o �. Q 'i m LLJ Lu C C o- ty- DATE: a M 5/19//14 o DRAMM BY Q � JJAA SHEET # 0 LLJ s F- LEF'7[' ]ELEVATION - I�OT TO SCALD w a w W Q H O 2 { F �2a I 3 w m N E ry W ❑ < 00 uj w Z ® NZ LU 1= �r w m Q z N 0 to z OLHIJ w I LL J F`r� m F --I 2 m ` CL � DATE: Q r /19/14 o Ix Di AWN BY JJM HEET # a w Ln 6 �- • i r�GHT EL]EVATION - I�OT '7C0 SCALE z O a w Z o O � lH� U r w � m H V z z LU LU � 0 w H z � z Lu > a z - a 0 z a z or O 0 vli LL � I � I W a w W Q F- LU 2 ^ b + ] O O L W . y,.if N Z IL' W co cac G Z Nµ O J w LIJ z o w H AA W L J _ _ o m M � � H �,. O oc m V � LULU ¢' DATE: ® 5/19/14 o DRAWN BY Q � Jim z 3: SHEET # a 0 W L E CONTINUOUS RIDGE VENT 12" E ARCHITECTURAL TYPE ASPHALT ROOF SHINGLES PRE-ENGINEERED WOOD TRU55E5 O 24" O.C. 50" 055 SHEATHING W / PLYWOOD CLIPS R-381NSULATION GUTTERS 0 EAVE EDGES VENTED VINYL SOFFIT 2 X 6 STUDS @ 16" O.C. (92 5/8") co R-19 INSULATION 1/2" 5HEETROCK ON INTERIOR WALLS & CEILINGS 50LID BLOCKING PANELS - OVER ALL BEARING 5CI-6000 5ERIE5 ]-JOISTS 019.2" O.C. LL, 1 10' PIM50APP 47 2 X 6 STUDS 916" O.C. (96") R-19 INSULATION N VINYL SIDING WITH VINYL TRIM ACCESSORIES 7/16 0515 SHEATHING 13CI-6000 5ERIE5 [-JOISTS 019.2" O.C. 1 1/8" RIMBOARD R-30 IN5ULATION 2 x 6 KID PLATE OVER 2 x 6 PT PLATE 2 X 6 PT PLATE ON ALL STEEL I -BEAMS SILL SEAL OVER TOP OF FOUNDATION WALL I( _ I I WIO x 19 STEEL f BEAM - DAMP PROOF COATING ON FOUNDATION EXTERIOR 51/2' CONCRETE FILLED -STEEL LALLY COLUMN 8" X T 9" POURED CONCRETE FOUNDATION 36'x36"x12'CONCRETE LALLY COLUMN PAD5 (BEYOND CUTLINE) 4" POURED CONCRETE 5LA5 16" x 10" POURED CONCRETE CONTINUOUS FOOTING CROSS SECTION vvAvv �1A.vv ]w APOSITE TOP CAP 'OSTS AMC) RAILINGS x 6 PT DECKING i X 8 DECK J015TO @ 16" O.C. PT 2 X 12'e FOR GIRDER PT P05T CONCRETE FILLED 50NO TUBES CROSS SECTION vvBvv z 0 H F-' H V n 7 W Lo r) U Y ci L. LU F Q Q F 2 m 0 0 Z s- R� V O Ill Q fog Z s- ® m-.o ❑ QmN U rT x dw 0 z a w en > W Q z N z E a a- Q w Z W V w ch .tLi r m = v0+ m 00 O J uj CD ❑ w CL Q DATE: Q 5/15M4 o �! DRAWN BY Q a L JAM Q SHEIT # 0 W 7ou 0 f- i - CONTINUOUS RIDGE VENT Z O F- u 12° ARCHITECTURAL TYPE ASPHALT ROOF SHINGLES w Z - 8 I' •/ PRE-ENGINEERED WOOD TRU55E5 @ 24" O.C. O O V H u 5/8" 0513 SHEATHING W / PLYWOOD CLIPS CL P, 4" R-381NSULATIONuJ N 12" w z A GUTTERS @ EAVE EDGES Q w H z � LL VENTED VINYL SOFFIT Z w :I > Z VINYL SIDING WITH VINYL TRIM ACCES50R:E5 - Z N Q z 1/2" 5HEETROCK ON INTERIOR WALLS &CEILINGS JELD WEN WINDOWS O O CROSS SECTION VV CVV 2X6STUDS @76"O.C. (96") 7/76055 SHEATHING a. R-79-INSULATION SOLID BL CKING13EARI PANELS BCI-60005ERIE5 I -JOISTS (91/2")019.2"O.G. uj 1 �VI JIIL OVER ALL BEARING AREAS C Q ' - _ 11/&" RIMBOARD F- Q D E P-50 INSULATION O= CONTINUOUS RIDGE VENT - 2 x 6 KD PLATE OVER 2 x 6 PT PLATE 12" all 2 X 6 P1 PLATE ON ALL STEEL I -BEAMS SILL SEAL OVER TOP OF FOUNDATION WALL ZLs`� ARCHITECTURAL TYPE ASPHALT ROOF SHINGLES I I ki r 1 � W10 x 19 STEEL I-BEa v AM o < m DAMP PROOF COATING ON FOUNDATION EXTERIOR > , Z u PRE-ENGINEERED WOOD TRUSSES @ 24" O.G. I_31/2" CONCRETE FILLED STEEL Z x z� mom LALLY COLUMN (BEYOND 8" XT 9" POURED CONCRETE FOUNDATION ® w o OUTLINE) w 515" 055 SHEATHING W / PLYWOOD CLIP •, I I U - .. U 3 36" x 36" x 12" CONCRETE LALLY ,,"m z COLUMN PAD5(BEYOND OUTLINE) 4" POURED CONCRETE SLAB '"' e c H 16" x 10" POURED CONCRETE CONTINUOUS FOOTING w GUTTERS @ EAVE EDGES �— —•' m > Q VENTED VINYL SOFFIT Z 1] }cm E MINIMUM OF 5112"X16"LVL-. (SEE ENGINEERED TPU55 PLAN) VINYL SIDING WITH VINYL TRIM ACCE550RIE5 CROSS SECTION "I") �� 4V � � t _ _ w„j w w 7/1605B SHEATHING NOT TO SCALE w o � �V �. I 2 TNL 2X65TU D5016"O.C. - 2 1 ca F--1 ~+ 0 m m = o o >- 2 x 6 KD PLATE OVER 2 x 6 PT PLATE >- CO uo W .R' 2x6PTPLATE _ Li. [DATE... SILL SEAL OVER TOP OF FOUNDATION WALL _ O O ® 5/1" /1 " 0 SAWN BY - 4" POURED CONCRETE SLAB a L Jim Z SHEET # : - • 8"XT9"POURED CONCRETE FOUNDATION - �. - DAMP PROOF COATING ON FOUNDATION EXTERIOR uw LLJ - S " 16" x 10" POURED CONCRETE CONTINUOUS FOOTING -00 WINDOW 5CHEDULE TY I FLOOR WIDTH HEIGHT K/O TEMPERED DESCRIPTION CODE MANUFACTURER COMMENTS 2 10 351/2 " 361/21' 341107" DOUBLE HUNG 3437 ELL) WEN 1 1 551/2 " 401/2 " 341JX41" DOUBLE HUNG 3441 JELL) WEN 8 1 331/2 " 641/2 " 341IX65" DOUBLE HUNG 5465 ELD WEN 1 1 471/2 " 41 1/2 " 481/8"X42" DBL CASEMENT-LHL/KHR 2442-21 JELP WEN 1 1 671/2 " 641/2 " 681/8"X65" MULLED UNIT 3465-2 JELD WEN 1 2 531/2 " 401/2 " 3411X41" DOUBLEHUNG 3441JELL) WEN 8 2 331/2 " 561/2 " 3411X57" DOUBLE HUNG 3457 ELD WEN 1 12 471/2 " 41 1/2 " 481/8"X42" YES DBL CASEMENT-LHL/KHK 2442-21 JELP WEN 1 2 671/2" 521/2 " 68"X53" MULLED UNIT 3453-2 JELL) WEN 1 2 671/2 " 561/2 " 68"X57" MULLED UNIT 3457-2 JELD WEN D R 5CHED LE TY FLQQE WI TH HEIGHT R D 5CRIFTI N COPE MAN FACT RER MMENT 1 0 3611 8011 381/2"X821/2" HINGED DOOR F09 EXTERIOR THERMATRU DOOR TO BILCO 1 1 19211 10011 192 5/8"X1001/2" MULLED UNIT 1 11 28 11 80 if 301/2"X821/2" HINGED DOOR F09 3 1 3011 80 If 321/2"X821/2" HINGED DOOR F09 1 1-` 3011 80 If 321/2"021/2" HINGED-GLA55 1 1 30 " 80 if 321/2"X821/2" EXT. HINGED DOOR E23 INSULATED DOOR TO 13A5EMENT 1 1 3011 80 If 321/2"X821/2" EXT. HINGED-GLA55 1 1 3211 80 if 341/2"X821/2" EXT. HINGED DOOR F09 EXTERIOR F/K THERMATRU DOOR TO GARAGE 1 1 6011 80 if 621/2"X821/2" 4 DR. 51FOLD DOOR F05 1 1 6311 951' 64�1/2"" X96 MULLED UNIT EXTERIOR THEKMATRU FRONT DOOR 1 1- 71 1/2 �� 791/2 �� 72 X80 EXT. 5LIDER-GLA55 EXTERIORJELL) WEN SLIDER TO DECK 1 12 1411 8011 16 1/2"X82 1/2" HINGED DOOR F09 1 2 18 " 8011 201/2"X821/2" HINGED DOOR F09 2 2 28 " 80'' 301/2"X821/2" HINGED DOOR F09 1 12 ` 3011 3611 321/22381/2" HINGED 7 2 3011 8011 321/2"X821/2" HINGED DOOR F09 2 2 4811 80 " 1501/2"X821/2" SLIDER DOOR R09 1 2 6011 18011 621/2"X821/2" SLIDER DOOR F'09 (D—WU*-M0W i DOOR SCHEDULES I= Y V p O m a� LU W .amp z I w m a d. tL o F' Q w Z O C' H vi uj o C U- o m � m V w I— DATE: S2 � Q 0 Q '5/19/14 L'AAWN BY o a � JJM 3 ,SHEET # a fl W 8000 l L L 1 z 0 MIN. 3"x 11 1/4" HEADER- CONTINUOUS - DO NOT BREAK ~ U a FASTEN 5HEATHING TO J a w Z HEADER WITH 5d COMMON NAIL5 IN 3" GRID PATTERN A5 - 5HEATHING FILLER IF NEEDED 5HOWN AND 3" O.G. IN ALL ~ U F' FRAMING (5TUD5 AND 51LL5)' (TYP.) V 16d 51NKER NAIL5 IN 2 ROW5 `^ TOP PLATE @ 3" O.G. z Z uJ 1000 LB. HEADER -TO -JACK- CONTINUITY O H STUD STRAP ON BOTH SIDES 15 REQUIRED 1000 LB. HEADER -TO -JACK -STUD OF OPENING (TYP.) - (INSTALL STRAP ON BOTH 51DE5 OF H ON BACK51DEA5 5HOWN ON OPENING (51MP50N STRAP zLu 51DE ELEVATION - BIMP50N L5TA24) z 5TRAP L5TA24) ¢ 0 z a MI'N. (3) 2" X 4" (TYP.) z ° p� O .. Di LL w w _ MAXIMUM HEIGHT OF WALL a Lu TO BE 10' > Lo IF PANEL SPLICE 15 NEEDED I 5HALL OCCUR WITHIN 24" OF MID -HEIGHT. BLOGKING15 NOT MINIMUM OF 2 X 4 x REQUIRED. - FRAMING (TYPICAL) w ,� MIN. THIGKNE55 z :. N a 1/16" MIN: WIDTH BASED ON 6:1 YVOOD STRUCTURALLu HEIGHT -TO -WIDTH RATION PANEL 5HEATHING amp W FOR EXAMPLE: 16"MIN. ® mz FOR 8'HEIGHT cr } 17 i o v o p MIN. 3"x3"x1/4" PLATE WASHER o p ° o a_ Q Ao _i Lu (2) 5/5" ANCHOR BOLT z Lu S u LL— PER SECTION P o ° . oD o EMBEDDED MINIMUM p o. _i = O OF T' IN CONCRETE FOUNDATION PER OUTSIDE ELEVATION 51DE ELEVATION _ m H CODE (TYP.) o - m LuLU DATE: IMPORTANT CODE REQUIREMENT: ONLY FOR USE ON HOMES 1NITH FULLY SHEATHED APA DETAIL OF NARROW WALL LD Q (-5/19/14 o Q DRAWN BY PLYWOOD OR 0513 EXTERIOR WALLS, PER IRG U R602.10.5. BRACING NOT TO SCULL Q JJM tn SHEET # 0 W w i2e 0 0 CEILING J015T5 or ROOF TRU55E5 (TYPICAL) @ 16 O.C: 1 X 3 STRAPPING @ 16" O.G. BLOCK ALL END BAYS WITH 2 X 4 BLOCKS @ 48" MAXIMUM O.G. C ELING BLOCKING DETAIL ;OTTO SCALE I�]ECKING ]BLOCKING DETAIL - NOT TO SCALE 0 H V W Z AO O H V) H W Ix ix w F-- a E � faN Ups 1 1 LL i w 1 r Q 0 UHJ W i Z Y ~ V H CO = 0 i � W F- DATE: = Q 5/19/14 `DRAWN BY 0 JJM SHEET # JOINT DESCRIPTION NUMBER OF COMMON NAILS NUMBER BOX NAILS NAIL SPACING - ROOF FRAMING BLOCKING TO RAFTER (TOE -NAILED) 2 - 8d 2 - 10d EACH END RIM BOARD TO RAFTER (END -NAILED) 2 - 1bd 3 - 1bd EACH END NALL FRAMING TOP PLATES AT INTERSECTIONS (FACE -NAILED) 4 - 1bd 5 - 1bd AT JOINTS STUD TO STUD (FACE -NAILED) 2 - 1bd 2 - 1bd 24" O.G. HEADER TO HEADER (FACE -NAILED) 1bd 1bd 16" O.C. ALONG EDGES FLOOR FRAMING J015T TO SILL, TOP PLATE OR GIRDER (TOE -NAILED) FIG. 14 4 - ad 4 - 10d PER J015T BLOCKING TO J015T (TOE -NAILED) 2 - ad 2 - 10d EACH END BLOCKING TO SILL OR TOP PLATE (TOE -NAILED) 3- 1bd 4 - 16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE -NAILED) 3- 16d 4 - 1 bd EACH J015T JOIST ON LEDGER TO BEAM (TOE -NAILED) 3 - 8d 3 -10d PER JOIST BAND J015T TO J015T (END -NAILED) 3 - 16d 4- 16d PER JOIST BAND J015T TO SILL OR TOP PLATE (TOE -NAILED) 2 - 16d 3 - 1bd PER FOOT ROOF SHEATHING" WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" O.G. ad 10d 6" EDGE / b" FIELD RAFTERS OR TRUSSES SPACED OVER lb" O.G. ad 10d 4" EDGE 14" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS KO GABLE OVERHAN 5 ad 10d b" EDGE / b" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS YW5TRUGTURAL 8d lod b" EDGE / 6" FIELD OUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS YWLOOKOUT BLOCKS $d 10d 4" EDGE /4" FIELD CEILING 5HEATHING GYPSUM WALLBOARD 5d COOLERS - - 7 EDGE / 10" FIELD HALL 5HEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O.G. ad 10d b" EDGE / 12" FIELD 1/2" AND 25/32" FIBERBOARD PANELS ad - 3" EDGE / 6" FIELD 1/2" GYPSUM WALLBOARDS 5d COOLERS - T' EDGE / 10" FIELD FLOOR 5HEATHING WOOD STRUCTURAL PANELS 1" OR LF-55 ad 10d 6" EDGE / 12" FIELD GREATER THAN 1" 10d 16d 6" EDGE / 6" FIELD �TA]B]L]E B - GENERAL IVAII.IIaTG SCHEDULE z O u u a a (D Z O O U m H z ztJ') 'LIJ � O (D H Z s H � z w z pC z a 0 z a z 0 O L0_ U- c w a w LU � Q O x wX,Sk- 0 a o } .. o£ f� HEADER SPAN (FT.) MINIMUM HEADER SIZE REQUIREMENTS AT EACH END OF HEADER NUMBER OF FULL- HEIGHT 5TUD5 UPLIFT (LB.) LATERAL (LB.) HEADERS IN LOADBEARING WALL5 2 2-2x4 1 211 132 3 2-2x4 2 416 198 4 2- 2 x 4 2 554 264 5 2- 2 x 4 3 b93 330 6 2-2xb 3 b31 396 1 2-2xb 3 910 462 a 2-2x12 3 Mob 525 9 3- 2 x 10 3 1,24-1 594 10 3.2 x 12 4 1,355 660 11 4-2x10 4 1,524 126 VVC.M GUIDE - TABLE cl VITY LO DSS CCOOUELRDPo 51S�Y REa RE NO GREATER HEADER ADING ONLY - SIZE TABLE 9 -LOAD BEARING CHART u, am� U '°gm mr 3 Or °fir w L m a o cr d' €m o p z w z (, H w U- 0 _! _ O ®l H ~� m o OCff" oHc > V 0 WLu I-- _ DATE: 5/19/14 LL [DRAWN BY a � JJM a SHEET # 0 W w *02- --- -_ - 111I _ ._I I I_fi I. 1/2" - 1/2" �. • • Of TIONAL SINGLE SILL �211 TWO KOW5 OF 8d NAILS @ 4" DOUBLE SILL O.C. 5TAGGERED IN DOUDLE PLATE PLATE - 51LL PLATE 1 IN EACH MEMDER d) -- LT- --7 - -- - r`-IT L,T -- -- --- -.DT - -zt TWO ROW5 OF 8d NAIL5 @ 4," O.C. 5TAGGERED ROWS I 1/2" APART U O �. ' amg, W r N Z J � J CV= za Zo -off J d) J _W �j •I X Q Q Z Q 4'-D" UJ\ FULL HEIGHT PANEL d I ' WIDTH t -- ---1J - -----I' -- --- L1 J--- -- U015T 7 -- I]M PT 5ILL PLATE 50' ANCHOR 5OLT5 with 3" x 3" x ° ° ° v .229" GALV. 5TEEL PLATE WA5HE � as ,' (MIN. 5IZE) @ (5EE FOUNDATION a d a PLAN) :a •_ _ /2, OPTIONAL •51NGLE 511_L E—�/2 TWO ROWS OF 8d NAIL5 @ 4 bOUBLE SILL PLATE PLATE O.C. STAGGERED IN DOUDLE SILL PLATE 1 IN EACH MEMDER ONE-STORY W5F DETAIL FOR COMBINED UPLIFT & 5HEAR \ z O 0 ROWS OF Sd NAILS - H " O.C. STAGGERED ALONG Q EDGE OF PANEL J Lu 51NGLE 51LL 'rwo ROW5 OF 5J NAIL PLATE DOUBLE SILL 4" O.C. 5TAGGERED t PLATE N DOUBLE SILL PLATE N EACH MEMBER J015T / KIM J015T/ RIM V w N Z z z ii z o i, 4'-0" FULL HEIGHT i PANEL Li WIDTH _ J.I----i--- J.I----I.L---� ---I.L — I IJ II - ___ -___ i II I � w I•I �� Z O W W �F I J' z LL I I 4 -0 I I FULL HEIGHT PANEL '•� WIDTH is i• Ii L---------- -__ PT SILL PLATE d3 1\ L� J 0 I NAIL5 @ 4" O.C. ALONG SE OF PANEL %GGERED NAIL5 AT ,IEL EDGE5 NAILS 0 12" O.C. IN FIELD FA14EL IN 15T FLOOR TOP ATE & 2ND FLOOR SOLE 0 3 5/8" ANCHOR BOLT5 with 3" x 3" x .229" GALV. 5TEEL PLATE WASHER (MIN. SIZE) @ (FEE FOUNDATION d PLAN) o OPTIONAL 2 .SINGLE SILL V/2. TWO ROWS OF 8d NAILS @ 4" DOUBLE 51LL O.C, 5TAGGERED IN DOUBLE PLATE PLATE 51LL PLATE 1 IN EACH MEMBER TWO-5TOKY W5P DETAIL FOP, COMBINED UUPLIFT & 5HEAK ci 0 W Q Q I� Q S ® ■ LU � -- Z Lu u_ O m N w dx DATE: 5/19/14 DRAWN BY JJM :SHEET # J® 12'x1 Lli K 76 24' — M d 5 5 &CHAIR PAIL PANEL MOULDI 3065 &PANEL w/5 DELITE & TRAN50M FALL WALL 3 -6' 91 3,,6„ 3,_6 6, 3,_2 4 _ 4, ME�CA5T5TEP 7 3/4° z16' 12' 8" i 8' 8" 12' 0 1/4" 16' 34' IST FLOOR WALL PLAN TO SCALE z O u v J 0 O U w d m D H `)kn U z Z LU w z H U% z z H > LJJ >- z DC 0 z z O V p� O LL a w w gM LU r m.- m o� �- w w mo <D N 0 v i { 3 s a m z3 U w � Z w LU m r Q z � Cif N O o i- Q r w w z w � H Y H r H m = m o m LU . DATE: a p Q 5/19/14 [BRAWN BY LU a a" Ul Jim Z K SHEET # 0 LU Ln W13OU 8'-01 /2" 3'-51. 2' 7 6'-6" 3 1 3 7-2 --_� 3 o z 0 u W z - 58' o O 21 4'-31/2" 6'-31/2" 16' 91/2 F P 4' 8 5/b. /8 3'-71/8 3'-71/8" 4'-10 5/8" w cl- - 3' �457 3gb7 3457 \ L- Z z W LU w H z z H cc � z UJ z DC Z Q Z Q Z 0Ul 0 - (CiZPT)uj 1268 z 2666 w w 465 LINEN (1) 5TUD -.(1) JACK 2668 to 81/2' HALLWAY 4'-a 1/2" 2'-6' 0 N 0 (CRPT) LU cc 2668 Z o CL05ET 2 2665 I I Q o a a N z o Q 5© ? boo 1' z a m 6'-111/2° WIG u w �z =N ATnc Access 0 �0 LU o o o w cr.... O N LU Y5TEM BEDROOM # z CIO 4 cPr� S' a Q p. _5 u O BELOW Z Q J � 3 3-2 L6 .J >[ S O N TH Q Ion 3 7 3 7 CV C° 1 N o S i TALL WALL 254P7 4'-111/2" �- 2'-9 3/4" 3'-6" 4'-11 1/2" � W 4, 6' 7'-01/2" ck- DATE: S2C Q, 5/19/14 iy- DRAWN BY � a � JJM Z SHEET # a fl W ul 2 2ND FLOOR WALL d ol �1L�1 NOT TO SCALE RESIDENTIAL � 1 00SSYA s � . 2.1 Owner Record: ,?o—,a 4'. �ni O Name (print) Contact Phone Number 2.2 Authorized Agent: .%14Ox Name (print) Contact Address Phone Number �ifi 5 K- t (IjT-I11115, 1 4 - � m�r� y �� :: II yi Af _v �n 6�95T TJ '� i34 .BRA � a�, �., 3.1 Licensed Construction Supervisor/Specialty License: License Number: S 1 ZL Company Name/Contractor Name:: Addres�C pwCk.. Expiration Date: $41 2— Signature. Telephone: I 3.2 Homeowner Exemption -One <o qyOnly Section 110.R5.1.3.1 Exception: FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. For the purposes of this section only, a "Homeowner" is defined as follows: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is, rintended 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: Signature, a _ Ut1C R(E EIS tAT10tVylI�ISIJRANCE AFC=f 1 3T_ IGL c 152 § 25) Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: Xyes ❑ No IN C i lOi ;�P tOPRI )ecK all applicable) a . ,Deck ❑ Pool ❑ Repairs ❑ Alteration ❑ Chimney/Fireplace ❑ Woodstove/Pellet Stove �( New Construction* ❑ Accessory Bldg. ❑ Addition Roofing/Siding ❑ Replacement window/door (Energy report required) (Shed/Garage) (Energy report required) No. of windows Doors ❑ DEMOLITION (specify): yLocation of debris removal (per MGL C.40 Sec 54): ❑ Dumpster on site ❑ Dumpster On Street Facility Name: Location: *If new construction, please complete the following: Single Family: No. of Bedrooms L No. of Baths 2.5 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), fuel oil, electricity, other (specify): HVAC (combined unit) - primary fuel, natural gas, ropane electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided 'KHot Water: Gas- Electric Fuel Oil Other 3 Item Estimated Cost ($) to be completed by permit applicarq 1. Building VI Q 2. Electrical 3. Plumbing kn,.�® 4. Mechanical (HVAC) 5. Total = (1 + 2 + 3 + 4) (Please Print) �j ��ak cCzaeT�, as Owner of the subject property hereby authorize L��� ,, r to act on my behalf, in all matter relative to work authorized by this building permit application. 'Tofv-'- 'Ska Slgnatureeo Owner .14 Date as r/Authorized Agent hereby declare that the statements and iniformation on the foregoing app ' ation are true and accurate, to the best of my knowledge and belief. Si �ender the pains and penalties of perjury. re -----SECTION 8 - OFFICE/INSPEC Less Application Fee: $25.00 Total Permit Fee: $ Other $ Amount $ Gross Area - New Construction total sq. ft. e71725' Gross Area - Alteration total sq. ft. Permit Issued to: x//'C' SECTION 9 - DESCRIPTION OF WORK BEING PE Date �� Remaining Balance: $ �14 1 / �0 , � "'k lj�16 RESIDENTIAL ❑ PhasedApprova! (R106.3.3) 1.1 Property Address: Q� ��` 2ive . �, �, 1.2 Assessors Map & Lot Numb Contact Person: U-9— Map Lot st.7-,*tS-SL x Z3 Phone Number: 1.3 Historical District ❑ Yes Xvo 1.4 Water Supply (MGL c40 s54): 1.5 Sewage Disposal System: Year Built ❑ Municipal ❑ Municipal ❑ Altering more than 25% per side of buildirng Private Well �5,on Site Disposal System Has application been submitted to the Historic G?ommission? ❑ Yes 0 No Date: CONSTRUCTION PLAINS