Loading...
HomeMy WebLinkAboutBLD-19-5863IF N. ' ASPHALT ROOFIN EXISTING EXIST KITCHEN ®® - -- BATH ® IXISTING EXISTING _ TTP. Dc5/IX6 ❑.. DINING BEDROOMML _ CNR. BRDS.: 12 EXISTING _ •. LIVING - EXISTING - BEDROOM ���,�� PROPOSED'FRONT ELEVATION EIAJPR 52019. AHTMGNi EXISTING FIRST IDFLOO A R PL N - I PROPOSED LEI=T ELEVATION - EXISTING BEDROOM DIST. la ' -I BATH IXISTING- _______ BEDROOM. EXISTING HALLWAY ------------- --------------- EXISTING STORAGE EXISTING SECOND FLOOR PLAN I S I NEW WALLS � PROPOSED RICHT ELEVATION TOWN OF y; L xf (iJ H I, 5-6" 9•-0 5 6 �/it REVIEN cPo L cVGAnC 1c cooEcanPLl ""1FFk L L 6 FILL blAPP�Gni FPO ATHER'IS601 SEIBL /'� MpF A9BUl iE 20-0' LO'boLIAN^ Li EXISTING WALLS PROPOSED SECOND FLOOR PLAN --- BUILDER - JOB ADDRESS DESIGN DATE REVISION DRAWN BT PAGE SCALE `! r DREW MAINTENANCE 159 FINE GROVE ROAD PROPOSED SITTING AREA ✓ ✓�C ��� ��U�/ � U�o�O 3-2249 AND RESTORATION SOUTH YARMOUTH, MA. W NPIRCA EOE DRN TGS A %R E ?O EpL 0 P d WM LL d I SIM ANP R INFOR II1p O gLL CONCRETE FOOTINGS3)ALLW W.S SHALL IXi B OWggRM VFRP- O iX. —"-- --- OI LOCA. BJLDMG =EIF ANO OROINGNO JS C FF3N9 KAY NOT vE HELD RESPONSIBLE M) VERIFY ORFU- RRAL FoR DE=n4 b 51 P.O..eoxas (508i 494_8534 z FOR OJM GCWTONS OR PoR THE M0 OF THESE DRALTC5 WRNG GONSlRUC11pN, i PRACICES Or CONSTRUOTION. VERI DUFWa WITH LOCAL ENGFFIRER. WTH LOCAL E4GNEER MID BUOFICW.S. IL4aT EARNSTABIEMA. Od69 - EXISTING BEDROOM l EXIST. EXISTING BATH BEDROOM IXISTING e HALLWAY° Nel e'o co. ________ u 7�" ANR,.U52019 PROPOSED N 6iORAGE HEALTH DEPT SITTING AREA m STORAGE � mzaez un =+ax Tuwsz 'In EXISTING STORAGE EXISTING SECOND FLOOR PLAN I S I NEW WALLS � PROPOSED RICHT ELEVATION TOWN OF y; L xf (iJ H I, 5-6" 9•-0 5 6 �/it REVIEN cPo L cVGAnC 1c cooEcanPLl ""1FFk L L 6 FILL blAPP�Gni FPO ATHER'IS601 SEIBL /'� MpF A9BUl iE 20-0' LO'boLIAN^ Li EXISTING WALLS PROPOSED SECOND FLOOR PLAN --- BUILDER - JOB ADDRESS DESIGN DATE REVISION DRAWN BT PAGE SCALE `! r DREW MAINTENANCE 159 FINE GROVE ROAD PROPOSED SITTING AREA ✓ ✓�C ��� ��U�/ � U�o�O 3-2249 AND RESTORATION SOUTH YARMOUTH, MA. W NPIRCA EOE DRN TGS A %R E ?O EpL 0 P d WM LL d I SIM ANP R INFOR II1p O gLL CONCRETE FOOTINGS3)ALLW W.S SHALL IXi B OWggRM VFRP- O iX. —"-- --- OI LOCA. BJLDMG =EIF ANO OROINGNO JS C FF3N9 KAY NOT vE HELD RESPONSIBLE M) VERIFY ORFU- RRAL FoR DE=n4 b 51 P.O..eoxas (508i 494_8534 z FOR OJM GCWTONS OR PoR THE M0 OF THESE DRALTC5 WRNG GONSlRUC11pN, i PRACICES Or CONSTRUOTION. VERI DUFWa WITH LOCAL ENGFFIRER. WTH LOCAL E4GNEER MID BUOFICW.S. IL4aT EARNSTABIEMA. Od69 III ,. ,. " „ ,. WALL LENGTH 200° C ;.. •• FULL HEIGHT SHEATHING=�'l 11 IF I It 11 ACTUALIF 11 IF I IT SHEATNINCr 47 % It Ip IF I I - (Mir, RegWred�'e %) RIDGE VENT IF IF IF 1. 1" RAFTERS IG" O.G. I2 EDGE NAI L 6 O.G. . 2X8 R 11 It FXMT�N 1/2" R005 SIFIFFATHING,15°ASPHALT PAPER a F/- - I FIELD NAILING- 12° a O.G ASPHALT SHINGLES Q R49 INSULT « 20'l IX3 STRAPPING it F IF 11 it IF N C- I i. F EXISTING .. _ - n m. w I/2" WALLBOAR EXIST, _ _— PROPOSED HALL i BEDROOM w 1 ,; r SITTING '- EAR euBA s Eax. IN '•1 11 IT 11 IF IF IF 11 11 11 FIT AREA Au wALLOR '.mpu. EF B� k EXISTING EXISTING u 2 1015" 3 9 2-1015° -ilk �+ 2X8's s IOU O.O. —a (�IT 41 11 it I I/2 WA OARD IF IF IF (DIP Ul 2 Se IS"O.G. EXISTING. EXISTING R21 INSULATION III ITIF WALL SHEATHING LIVING DINING - IF I TI IF 11 HOUSE WRAP OR EQUAL It I IF 11 1 IF IF 11 11 14 11 11 • Illjl�'I(JII SIDING 11 IF I IF f III � 11_ ___ ___ ___ ___ ___ ___ __ ___ ___ _ mm IF IXIBTING EXISTING ROOF FRAMING PLAN n EXISTING EMOSTANG .BASEMENT SMEAR WALL FRONT ELEVATION CROSS SECTION DETAILS' DRIP EDGE 6 10 FULL. HEIGHT SHEATHING-�12 {gyp :.: tS��(/>_\!l U lC'-1�J 101 I�LQVII - ACTUAL SHEATHING= 100 % 5" GUTTER 55{{����q,�`n I (Mtn. Reclulred�O { C����`�O 'RATIO=2.00: IX8 FACIA I EDGE NAILING- b" O.O.. 'FIELD NAILING 12' O.G. 00 VENT L_—__—_—.—_J X8 SOFFIT ATGH E%ISTNG E AV #I EAVE DETAILS SHEAR WALL LEFT ELEVATION 6HEAR WALL RIGHT ELEVATION BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE 6GALE DREW MAINTENANCE 159 � ✓� ✓ ✓� FINE GROVE ROAD PROPOSED SITTING AREA �� U V��'0 ° 3-22-19 a JB AND RESTORATION SOUTH YARMOUTH) MA, W (I)WR MNEO DRPWM VR p5B RE PoN55 PoR LO WN W pLL 9IX 61 4A REM ORL OF ALL O R NTM S)ALL FOOTMEM SHALL EXTEND MI FROSIMME VR2Rl DEP}H. — F' LOCAL RUILDNG CODES AND ORDINAMME, R DE CNS MAY NOT BB RED RE9PON519LE MUST E DEfERMNm BY LOCAL SOIL CONIXnONS AND ACCEPTABLE ITO VERIFY ST RIICNRAL ELEMENtS FOR DESIGN t SIZE Q� FOR SITE CONDITIONS OR FOR THE ME Oc TIESE DRUOUR S DURING CON6TRIlCTION. PRACTICER OF CONSTRUCTION VERIFY BERLIN WTI LOCAL ENGME£.. WITH LOCAL ENGINEER AND BRILDNG 0MCIALS. W6T6ARMSIAPLEHA. OS46 SPHALT ROOFING _ 5w ASPHALT PAPER . .'100% 100 /8" PLY. SHEATHING -.SHEAR .. SHEAR ', -. WALL F YP. HI TIES .WALL _ ', rWALC LENGTH=6_IO'"—_—_, 6-10 DRIP EDGE 6 10 FULL. HEIGHT SHEATHING-�12 {gyp :.: tS��(/>_\!l U lC'-1�J 101 I�LQVII - ACTUAL SHEATHING= 100 % 5" GUTTER 55{{����q,�`n I (Mtn. Reclulred�O { C����`�O 'RATIO=2.00: IX8 FACIA I EDGE NAILING- b" O.O.. 'FIELD NAILING 12' O.G. 00 VENT L_—__—_—.—_J X8 SOFFIT ATGH E%ISTNG E AV #I EAVE DETAILS SHEAR WALL LEFT ELEVATION 6HEAR WALL RIGHT ELEVATION BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE 6GALE DREW MAINTENANCE 159 � ✓� ✓ ✓� FINE GROVE ROAD PROPOSED SITTING AREA �� U V��'0 ° 3-22-19 a JB AND RESTORATION SOUTH YARMOUTH) MA, W (I)WR MNEO DRPWM VR p5B RE PoN55 PoR LO WN W pLL 9IX 61 4A REM ORL OF ALL O R NTM S)ALL FOOTMEM SHALL EXTEND MI FROSIMME VR2Rl DEP}H. — F' LOCAL RUILDNG CODES AND ORDINAMME, R DE CNS MAY NOT BB RED RE9PON519LE MUST E DEfERMNm BY LOCAL SOIL CONIXnONS AND ACCEPTABLE ITO VERIFY ST RIICNRAL ELEMENtS FOR DESIGN t SIZE Q� FOR SITE CONDITIONS OR FOR THE ME Oc TIESE DRUOUR S DURING CON6TRIlCTION. PRACTICER OF CONSTRUCTION VERIFY BERLIN WTI LOCAL ENGME£.. WITH LOCAL ENGINEER AND BRILDNG 0MCIALS. W6T6ARMSIAPLEHA. OS46 AWG GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE [A CHECK 110 HIP" Expco)(OURE �—"�WD� \�l/ ��/f \V/ //-MASSACHUSETTS CHECKLIST FOR COMPLIANCE C180 CMR 5301.2.1.15 COMPLIANCE /UU LLJJ (��LI'SCOPE _____. TO MPH . .WIND SPEED <35EL. GUST) _________ _________ - WIND P<POSUiRE CATEC--CRY. ..---------------------------------------------------B - 1.2 APPLICABILITY NUMBER OF STORIES (A ROOF WH CH. D<4EED5 B IN 12 SLOP SHALL BE CONSIDERED A STORY) \ \ \ STORIES <2STORIES �- _. (FIG 2) _ _ 4112_<AD °/:_ ROOF PITCH -- -- 1' 2_ FT < A3• �_ MEAN ROOF HEIGHT--------------------------------- (FIG D -- - \ \ TYP. FIELD NdIL SPACING BUILDING. WIDTH W------------------------------ _. (FIG 3) __ --22 PT < so,go' Btl COMMON m 6 O L BUILDING LENGTH L - __ -- (FIG 3)--------------------------------------. 0 <B U �L BUILDING A6PECT RATIO M) :. (FIG 4) _ -- 2.00 , a. �- -- .STRUCK WOOD, " NOMINAL HEIGHT OF TALLEST OPENING° __- .: (FIG 41 ' __ __ _.4�-'iC 6' 8°'�` - `. RAL PANEL 1.3 FRAMING CONNECTIONS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS fi46LE 23 AAAA-- ---AAAA-- \ " - 2.1 FOUNDATION `: FOUNDATION WALLS MEETING RECUIREMENT5 OF leo OMR 54041 CONCRETE ------------ ___ -----_ _______ TYP. EDGE NAIL SPACIN - CONCRETE MASONRY._ ___ ____ II ••, fed COMMON mb' O.CT �^. ••: 2,2 ANCHORAGE TO FOUNDATIOI•I' " ANCHOR BOLTS IMBEDDED OR 5/8" PROPRIETARY MECHANICAL ANCHORS A6 AN ALTERNATIVE M CONCRETE ONLY RAFTER CORRECTIONS 5/8 BOLI 6PACING6ENEEAL. ------------------------- RABLE 4) ____ __ ___. NLA. IN. NON. TYP. H25 TIES BOLT SPACING FROM ENOMOINT OF PLATE .. _: (FIG 5) __ -- __ .- NLA. IN. < 6° Q" V LOADBEARING BOLT EMBEDMENT.CONCRETE ._ . (FIG S) __ - __ -N/P- N,>70 -L - _NL$ >15" STUD HEIGHT UPLIFT BOLT EMBEDMENT -MASONRY _ __ _ _. ORD 5) :.--------------------------------XV4" 31 I I• ..PLATE WASHER - ___._ ________ ___. (RG 5)-----------------------.___ ___. > 3, MAX. WALL °'' LOADBEARNG - STUD HEIGHT ' HEGHT 20 ^^ 3^I FLOORS -UB FLOOR FRAMING MEMSPANS CHECKED EE -_-. (PO LMR 55.00) --- AAAA '11611 ✓ MAK MAXIMUM FLOOR OPENING DIBER MENSION____ ---- (FIG 6)-------------------------------------- NLA FT <7-uL JJJ � ,1" .HEIGHT IO FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LE55 2' FROM EXTERIOR WALL (FIG 6) > :_ ----- MAXIMM FLOOR JOIST SETBACKS 61PPORTING. LOADBEARING WALLS OR 6HEARJALL I (FIG 1 ---------------------------- -NLA FT <d tA MAXU'NM CANTILEVERED FLOOR JOIST_NLA SUPPORTING LOADBEAFl. <d RNG WALLS OR SHBARWALL : (FIG Sl ----- FLOOR BRACNG AT ENOWALLS ___ _. (FIG 9) ___ __ .. _ ___ __L _ FLOOR SHEATHING- TYPE------------------------------ PER TSO OMR RI N/A FLOORSHEATHING THICKNESS _-_ --. (PER 750 CHR 55,00) - FLOOR SHEATHING FASTENING - - _. (TABLE 2)_NLAd NAILS AT -NLA-JNEDCE/�YCAJN FiELD�� III 4A WALLS WALL HEIGHT -73_ FTC 10 �� _ '"- (FIG 10 AND TABLE 5) L�Fi < LOADBEdRING WALLS AAAA --- --- '� LATERAL NON-LOADBEARING WALLS -- -AAAA-- (FIG 10 AND TABLE 5) --- - ' --- LE 5) 16 N < 24" 0A.�` JOIST OR TRUSS SAYS ____ _.___ -_ __ _- DOUBLE TOP PLATE _ _ a_ FT _� I -W LE 6) SPLICE LENGTH._-:. __. fF1G B AND TAB --- �_ �_ SPLICE CONNECTION MO, OF I6d COMMON NAILS) (TABLEA2-------------------------------------- __ _ ___ - TYP. FIELD NAIL SPACING COMMON m O C. LOADBEARING WALL CONNECTIONS 1 II Bd _ _ LATERAL (NO. OF IED COMMON NAILS) ____. (TABLE V _____ ___ _______Z..�- 1. NON-LOADBEARING WALL CONNECTIONS LATERAL MO..OF Ib COMMON NAIL61 ___. (TABLE B) ----------------------- �- If ' LOAD BEARING WALL OPENINGS (RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE1O TABLE HEADER SPANS --------------------------------- ?ABLE I ° 51" PLATE 5PANS- __...----------------- (TABLE 9)----------------------------- _' T 9N. (II' J� .P FULL HEIGHT SINCE MO OF STUD6l--------------- (TABLE %)------------------------------------- ORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) - TWMBOF MTMBER OF (FIG 10 AND TAB JOINT DESORI�TION FMER COMMON BO%NAIL6 NAIL SPACING 1' ROOF FRAMING BLOCKING TO RAPERS ROE -NAILED) i-Sd l lOd EACH END RIM BOARD TO RAFTd Ni LED) 3-16tl }I6d EACH END WALL FRAMING TOP PLATE AT INTB25ECYONS (FACE-NAILID) 4I6d 916d AT °'DINTS SND TO STA FACENAILFD) 2 -IW b16d :4° 0.4 HEADER TO HEADER (PKENAILED) led I6d I6° O C ALONG fCGG 831. FLOOR FRAMING r .b16T TO SILL, TOP PLATE OR GIRDER M70BNAILED) 4-6d 4-IOd PER J044T BLOCKING TO XWT. YTOBNAILEO) ]iid zTod EACH END . BLOCKING TO 01LL OR TOP PLATE (TOGNARE0) 346d 416d E BLOOK LEDGER STRIP TO BEM OR GIRDER (FACE -NAILED 316d 4aRl EACH X>IST. J016T ON LEDGE¢ TO BEAM?OE HIED) 38d 3-IOd PER .»5T BAND JOIST TO JOIST (ENO -NAILED) 3 -Ad 4-I6d RIM JOLST BAND JOIST TO SILL OR TOP PIdTE ROE-NA4ao) YI6d }I6d PER J015T ROOF SHEATHING EXTERIOR WALL SHEATHING WOOD STRUCTURAL PANELS ® li an RAFTERB OR TRU'3E6 SPACED UP TO 162 0,4 ad IOd 6" EDGE / 6" RECD RAFTERS OR TRGBG SPACED OVER I6" O4 ed DO 4" EDGE / 41 mm] GABLE E MALL RAKE OR RAKE TRUSS Ed - I0d 6" EDGE / 0 =1ELD' WITH NO GABLE OVERHANG ad Tod 6 EDGE / all FlELD. GABLE ENDWALL RAKE OR RAKE TRU55 ;,0 I O S ND SPACING PLATE WASHER °- ° W/6T2JCNRAL GUTLOOKERS STUD SPACING N 8d COMMON o 3" D.C.P P 4° EDGE / 4° NEED GABLE ENOWALL RARE OR RAKE TRUSS ad IOd --- (TABLE 5) -- Cl-OOKOUT BLOCKS An.'A'A, A, ° ° CEILING SHEATHING GYPSUM WALTSOAR0 5d CCOLER6 SEE PAGE 2 OF 3 T° EDGE / 10 FIFO WALL SHEATHING . T PII ° d• WOOD STRUCMiAL PANp 5 ._.(TABLE 5) _- _-- 5ND5 SPACED NP TO 24° O.C. 9d IOd b EOGE /.IP FIELD W AND 5132' FIBERBOARD PANELS Ed SHEAR CONNECTION NO, OF I6d COMMON NAILS) (TABLE IOL --- -- 3" ROSE / 6" FIELD I/O GYPSUM WALLBOARD ad COOLERS T' mGE / 10" FIE1D FLOOR 5HE47HING ° GABLE END WALL BRACING _,L AAAA �_ u° ° ° WOOD STRUCTURAL FAN"LB d ° A I" OR LESS ed Ind 6° EDGE / D MELD GRFAFER THAN I" IOd Cd 6° EDGE / 6° FIELD JOIST OR TRUSS SAYS ____ _.___ -_ __ _- DOUBLE TOP PLATE _ _ a_ FT _� I -W LE 6) SPLICE LENGTH._-:. __. fF1G B AND TAB --- �_ �_ SPLICE CONNECTION MO, OF I6d COMMON NAILS) (TABLEA2-------------------------------------- __ _ ___ - TYP. FIELD NAIL SPACING COMMON m O C. LOADBEARING WALL CONNECTIONS 1 II Bd _ _ LATERAL (NO. OF IED COMMON NAILS) ____. (TABLE V _____ ___ _______Z..�- 1. NON-LOADBEARING WALL CONNECTIONS LATERAL MO..OF Ib COMMON NAIL61 ___. (TABLE B) ----------------------- �- If ' LOAD BEARING WALL OPENINGS (RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE1O TABLE HEADER SPANS --------------------------------- ?ABLE I ° 51" PLATE 5PANS- __...----------------- (TABLE 9)----------------------------- _' T 9N. (II' J� .P FULL HEIGHT SINCE MO OF STUD6l--------------- (TABLE %)------------------------------------- ORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) - MINIMUM HEADER SIZE ___ WALL STUD SPACING.____ ___. (FIG 10 AND TAB --- -- FT <d�L LATERAL (LBJ 1' 2-2X4 '. 7T 132 3' 2-2X4 2 416 HEADSHEADER SPANS SPANSSPANS- _.__ .. .-------------------------------- WALL 5TORY DFFSET5 _- - __ ____ . ffIG l d BJ ____ __ ___.NLA 264 5' 2-2X4 3 693 330 6` 2-2X6 3 831. 396 1' SWL TE ____(TABLE 9)I EEE__ _ ___ GENERAL NAILING SCHEDULE 462 B' 2-2X12 3 MOB 528 9'. 3-2X10 3 1741 594 10' 32X12 NLL HEG-HT sID, 6MO. OF SND5). AAAA- TO RESIST UPLIP AMC SHEAR SIMULTANEOUSLY ISB5 660 IT A 4A 4. P. HCRaONTAL DOUBLE T26 I 4.2 EXTERIOR wALLs' EXTERIOR WALL SHEATHING ° ® li an 3 .' NAIL EDGE (STAGGERED NAIL MINIMUM BUILDING DIMENSION, ( W ) ---.N/A. < 6,8, �— �1 WALL STUDS BOLTS AND M-�,--��' INS- ° ° a,o I I/4 IN WINDOW SILL PLATE ;,0 I O S ND SPACING PLATE WASHER °- ° STUD SPACING N 8d COMMON o 3" D.C.P P .SHEATHING TYPE----------------- _. MOTE 4) _._------------------------, (TABLE 10 OR NOtE.4 IF LRE) _ ___= N, y - LOADBEARING WALLS --- (TABLE 5) -- -- 2X��-FTQ INS— An.'A'A, A, ° ° EDGE NAIL SPACING -L-------------- RABLE IO)---------.. ---------------- SEE PAGE 2 OF 3 0 - d ' O a d . T PII ° d• '.NON-LOADBEARING WALLS ._.(TABLE 5) _- _-- 1 SHEAR CONNECTION NO, OF I6d COMMON NAILS) (TABLE IOL --- -- -- - z ° •" •. TYP, me WOOD STRUOIDRAL ° GABLE END WALL BRACING _,L AAAA �_ u° ° ° d ° A 5z ADDITIONAL SHEATHING FOR WALL WITH OPENINGS > 68" ( DESIGN CONCEPT61 AAAA AAAA-- a d ° A . pi HEIGHT Eli SND5 -- - (FIG 11) — -- - ------ Pt > WBb �L NOMINAL HEIGHT OF TALLEST OPENING2------------------------------------------------------ 11 VERTICAL PANEL SHEATHING SHEATHING TYP£__ '- -------- NOTE 4) NOTE 4IF LESS) _- - ---_ _�L -�- WSP ATTIC FLOOR LENGTH E . (FIG IU - - - MIA FT O:..W � STUD SPACING , EDGE NAIL -- - (TABLE 11 OR ----=1N- IN. ✓ � - WWI FIELD NAIL SPAOMG ♦ --- -- AILS AB L 111 _-- --- SPACING (TABLE n) -- -_ - __--- �L GYPSUM CEILING LENGTH (IF WSP NOT U_©I _ (FIG IU _ AAAA SHEATHING ) ._ __. SHEAR CONNECTION OF ISO COMMON NAILS) I - TIF, VERTICAL EDGE NAIL DOUBLE TOP PLATE TNO. ?ABLE IU FULL+IEIGHT SHEATHING ------------------------------------ PERCENT 61- A AND O<4 C,1TINWOUS LATERAL BRACE m 6 FT. O.C, (FIG 1U--------------------------------------------�L OR Drs CIDURB RJRRNG STRIPS a 16 SPACING MIN. WITH 2X4 BLOCKING m 4IT SPACING N END _____ I 1 SPACING COMMON DID.) JOIST OR TRUSS SAYS ____ _.___ -_ __ _- DOUBLE TOP PLATE _ _ a_ FT _� I -W LE 6) SPLICE LENGTH._-:. __. fF1G B AND TAB --- �_ �_ SPLICE CONNECTION MO, OF I6d COMMON NAILS) (TABLEA2-------------------------------------- __ _ ___ - TYP. FIELD NAIL SPACING COMMON m O C. LOADBEARING WALL CONNECTIONS 1 II Bd _ _ LATERAL (NO. OF IED COMMON NAILS) ____. (TABLE V _____ ___ _______Z..�- 1. NON-LOADBEARING WALL CONNECTIONS LATERAL MO..OF Ib COMMON NAIL61 ___. (TABLE B) ----------------------- �- If ' LOAD BEARING WALL OPENINGS (RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE1O TABLE HEADER SPANS --------------------------------- ?ABLE I ° 51" PLATE 5PANS- __...----------------- (TABLE 9)----------------------------- _' T 9N. (II' J� .P FULL HEIGHT SINCE MO OF STUD6l--------------- (TABLE %)------------------------------------- ORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) - HEADER SPAN IF MINIMUM HEADER SIZE NON -LOAD BEARING WALL OPENINGS (REG AAAA RABLE 9)' ---.N/A Fi �N. < I2'�� UPLIFT (LB.I LATERAL (LBJ 1' 2-2X4 I 7T 132 3' 2-2X4 2 416 HEADSHEADER SPANS SPANSSPANS- _.__ .. .-------------------------------- NLAr'r �N,<Q' 2 554 264 5' 2-2X4 3 693 330 6` 2-2X6 3 831. 396 1' SWL TE ____(TABLE 9)I EEE__ _ ___ 970 462 B' 2-2X12 3 MOB 528 9'. 3-2X10 3 1741 594 10' 32X12 NLL HEG-HT sID, 6MO. OF SND5). AAAA- TO RESIST UPLIP AMC SHEAR SIMULTANEOUSLY ISB5 660 IT A 4A 4. 1524 T26 I EXTERIOR WALL SHEATHING ° li an ° MINIMUM BUILDING DIMENSION, ( W ) ---.N/A. < 6,8, �— �1 > a 2 4" O -C MAX BOLTS AND ° ° ° a,o NOMINAL HEIGHT OF TALLEST OPENINGS _ --- ------- I/4 IN WINDOW SILL PLATE ;,0 I O S ND SPACING PLATE WASHER °- ° STUD SPACING .SHEATHING TYPE----------------- _. MOTE 4) _._------------------------, (TABLE 10 OR NOtE.4 IF LRE) _ ___= N, y n.°0° ° e' AA An.'A'A, A, ° ° EDGE NAIL SPACING -L-------------- RABLE IO)---------.. ---------------- SEE PAGE 2 OF 3 0 - d ' O a d . T ° d• FFE D NAIL SPACING __ SHEAR CONNECTION NO, OF I6d COMMON NAILS) (TABLE IOL --- -- -- - z ° •" •. °"• ° ____ __rtABLE ICI ___ PERCENT R L--HEGHT SHEATHING__ ---"-' _,L AAAA �_ u° ° ° d ° A 5z ADDITIONAL SHEATHING FOR WALL WITH OPENINGS > 68" ( DESIGN CONCEPT61 AAAA AAAA-- a d ° A . MA)OMUM BUILDING DIMENSION, ( L) Z -V < 6'8° NOMINAL HEIGHT OF TALLEST OPENING2------------------------------------------------------ _______- J(2_ IN. SHEATHING TYP£__ '- -------- NOTE 4) NOTE 4IF LESS) _- - ---_ _�L -�- MAXIMUM WALL STUD HEIGHT ; STUD SPACING , EDGE NAIL -- - (TABLE 11 OR ----=1N- IN. ✓ SEE PAGE 2 OF 3 FIELD NAIL SPAOMG ♦ --- -- AILS AB L 111 _-- --- SPACING (TABLE n) -- -_ - __--- �L RAFTER CONNECTION AND WALL SHEATHING ) ._ __. SHEAR CONNECTION OF ISO COMMON NAILS) TNO. ?ABLE IU FULL+IEIGHT SHEATHING ------------------------------------ PERCENT 61- A HEADER SPAN IF MINIMUM HEADER SIZE RE2UIREMENTS AT EACH ERIC OF HEADER MIMBER OF 6T1O51GHT UPLIFT (LB.I LATERAL (LBJ 1' 2-2X4 I 7T 132 3' 2-2X4 2 416 198 4' 2-2X4 2 554 264 5' 2-2X4 3 693 330 6` 2-2X6 3 831. 396 1' 2-2K8 3 970 462 B' 2-2X12 3 MOB 528 9'. 3-2X10 3 1741 594 10' 32X12 4 ISB5 660 IT 4-2X10 4. 1524 T26 5% 5%ADDITIONAL SHEATHING FOR WALL UTUP OFMING> 68 (DESIGN CONCEPT _ ____ ____ _ WALL CLADDING : ----- ✓. WALL OPENINGS -HEADERS - - . ' RATED FOR WIND SPEEDY_____-_ ___.____ .__-_ _____-_ o, •. °'° q^ 5.1 Roars IN LOADSEARINa WALLS aA d d ,.°a d d° o a °A Ae ROOF FRAMING MEMBER SPANS. CHECKED- FOR RAFTERS USE ADO SPAN TOOL SEE 55RS WEBSITE) -�- ' ROOF OVERHANG .__.. AAAA --(FIGURE 19).--_- ------- yp FT<SMALLER OFY OR L/3�� do,°a d a'e a d •°a a a° °a ___ ____ TRUSS OR RAFTER CONNECTIONS AT LOADBEARING DALLS PROPRIETARY CONNECTORS . UL QS LF UPLIFT_________ (TABLE b)------------------------------------ LATERAL ____ ___. ____ .-- _5--15JELF SHEAR. --------------------- _ __. (TABLE b) _-S=]ZPLF RIDGE STRAP CONNECTIONS, iF COLLAR TIES NOT USED PER.RABLE B)_ -- -OF V ORPLF �_ .___ __ _ (FIGURE 201- Ft <SMALLER OF 2' OR Ll3 GABLE RAKE OJTLOOKFR __________�- TRUSS OR RAFTER CONNECTIONS AT NON-LOAOBEARING WALLS PROPRIETARY CONNECTORS (TABLE 14).____ _____.___U=31118. ✓. STUDS AND HEADERS UPLIFT _______ __ -___ LATERAL <NO. OF I6d COMMON NAI--- __ RABLE 0 CM------------------------------------ - 149 I----8' �- (PER TBO CHR 58 W AND 59.00) IAEA -" US �- ROOFSHEdTHINGTYPE ____ I/2 M>T/I6"LLBP ✓ AROUND WALL. OPENINGS ROOF SHEATHING THICKNESS ____--- - --- ---- -Az- ROOF AL ROOF SHEATHING PASTENNG _ (TABLED - J05 ADDRESS DESIGN N qo p� n p�(L�{�(�'1 /i-J�/� n ��a /REVISION DRAWN BY PAGE SCALE BOULDER /loll /l N/lj 7/�L7J/{ 0/lvU1/!(���1/!)/`�%) (`/vSJ7UV L(� ✓ 87 ✓ DREW MAINTENANCE 159 PINE GROVE ROAD PROPOSED SITTING AREA 3-22-19 JS 3 of 4 RESTORATION SOUTH 1 V A pMOu'rl„I, MA. fW Y) PJFLHASE Cr VR W]NGS LEAVES PNRCHASE2 RESPON510LE FOR COMPLIANCE WIT1 ALL CL EXACT SIZE AND REMFORCO'IEM OF ALL CO.YCRETE FOOTINGS (3) %C FY 61 B5 SHALL -ORBIC $BOW ROSRNE VERIFY D�PTI t.506J4S4-5934 AND R� 1-'I HI\ 1-I LOCAL BVILDMG CODEv ANJ ORD NANCES J6 D[SIGNS MAY NOT BE H6D RESPONSIBLE MST BE DCFFNMIIME BT LOCAL SOIL CONORION5 AND ACCFPT43LE (4) VERIFY 6TiWLi11RPl El_RIENi5 OR E516N ° SYIE A BOX) OR OTF CONDRIORa OR FOR THE I16L OF THESE DRAWINGS DYRMG CONSTRI1CMi PRACTICES OF CCNSIRYCTIDN VERIFY DESIGN Wll LOCAL ENGNECR WITH LOCO ENIMEER AND BIIRDING ORIGPL. KST64RNBTd6GEM. 0]869 'de °a° � DOABLE HEADER °d° °A.' II' °dA •,a° °de °dq q0. FULL v ryv HEIGHT aY STUD STUD I CABLE JACK 5TU li an �1 ANCHOR BOLTS AND ° WINDOW SILL PLATE 3X3"X1/4" PLATE WASHER °- ° 44°.f8 n.°0° AA An.'A'A, A, 5% 5%ADDITIONAL SHEATHING FOR WALL UTUP OFMING> 68 (DESIGN CONCEPT _ ____ ____ _ WALL CLADDING : ----- ✓. WALL OPENINGS -HEADERS - - . ' RATED FOR WIND SPEEDY_____-_ ___.____ .__-_ _____-_ o, •. °'° q^ 5.1 Roars IN LOADSEARINa WALLS aA d d ,.°a d d° o a °A Ae ROOF FRAMING MEMBER SPANS. CHECKED- FOR RAFTERS USE ADO SPAN TOOL SEE 55RS WEBSITE) -�- ' ROOF OVERHANG .__.. AAAA --(FIGURE 19).--_- ------- yp FT<SMALLER OFY OR L/3�� do,°a d a'e a d •°a a a° °a ___ ____ TRUSS OR RAFTER CONNECTIONS AT LOADBEARING DALLS PROPRIETARY CONNECTORS . UL QS LF UPLIFT_________ (TABLE b)------------------------------------ LATERAL ____ ___. ____ .-- _5--15JELF SHEAR. --------------------- _ __. (TABLE b) _-S=]ZPLF RIDGE STRAP CONNECTIONS, iF COLLAR TIES NOT USED PER.RABLE B)_ -- -OF V ORPLF �_ .___ __ _ (FIGURE 201- Ft <SMALLER OF 2' OR Ll3 GABLE RAKE OJTLOOKFR __________�- TRUSS OR RAFTER CONNECTIONS AT NON-LOAOBEARING WALLS PROPRIETARY CONNECTORS (TABLE 14).____ _____.___U=31118. ✓. STUDS AND HEADERS UPLIFT _______ __ -___ LATERAL <NO. OF I6d COMMON NAI--- __ RABLE 0 CM------------------------------------ - 149 I----8' �- (PER TBO CHR 58 W AND 59.00) IAEA -" US �- ROOFSHEdTHINGTYPE ____ I/2 M>T/I6"LLBP ✓ AROUND WALL. OPENINGS ROOF SHEATHING THICKNESS ____--- - --- ---- -Az- ROOF AL ROOF SHEATHING PASTENNG _ (TABLED - J05 ADDRESS DESIGN N qo p� n p�(L�{�(�'1 /i-J�/� n ��a /REVISION DRAWN BY PAGE SCALE BOULDER /loll /l N/lj 7/�L7J/{ 0/lvU1/!(���1/!)/`�%) (`/vSJ7UV L(� ✓ 87 ✓ DREW MAINTENANCE 159 PINE GROVE ROAD PROPOSED SITTING AREA 3-22-19 JS 3 of 4 RESTORATION SOUTH 1 V A pMOu'rl„I, MA. fW Y) PJFLHASE Cr VR W]NGS LEAVES PNRCHASE2 RESPON510LE FOR COMPLIANCE WIT1 ALL CL EXACT SIZE AND REMFORCO'IEM OF ALL CO.YCRETE FOOTINGS (3) %C FY 61 B5 SHALL -ORBIC $BOW ROSRNE VERIFY D�PTI t.506J4S4-5934 AND R� 1-'I HI\ 1-I LOCAL BVILDMG CODEv ANJ ORD NANCES J6 D[SIGNS MAY NOT BE H6D RESPONSIBLE MST BE DCFFNMIIME BT LOCAL SOIL CONORION5 AND ACCFPT43LE (4) VERIFY 6TiWLi11RPl El_RIENi5 OR E516N ° SYIE A BOX) OR OTF CONDRIORa OR FOR THE I16L OF THESE DRAWINGS DYRMG CONSTRI1CMi PRACTICES OF CCNSIRYCTIDN VERIFY DESIGN Wll LOCAL ENGNECR WITH LOCO ENIMEER AND BIIRDING ORIGPL. KST64RNBTd6GEM. 0]869 'de °a° ;Ae °d° °A.' °Ae °dA •,a° °de °dq q0. v ryv 1 aY d an .TYP ANCHOR BOLTS AND ° 3X3"X1/4" PLATE WASHER °- ° 44°.f8 n.°0° AA An.'A'A, A, 5% 5%ADDITIONAL SHEATHING FOR WALL UTUP OFMING> 68 (DESIGN CONCEPT _ ____ ____ _ WALL CLADDING : ----- ✓. WALL OPENINGS -HEADERS - - . ' RATED FOR WIND SPEEDY_____-_ ___.____ .__-_ _____-_ o, •. °'° q^ 5.1 Roars IN LOADSEARINa WALLS aA d d ,.°a d d° o a °A Ae ROOF FRAMING MEMBER SPANS. CHECKED- FOR RAFTERS USE ADO SPAN TOOL SEE 55RS WEBSITE) -�- ' ROOF OVERHANG .__.. AAAA --(FIGURE 19).--_- ------- yp FT<SMALLER OFY OR L/3�� do,°a d a'e a d •°a a a° °a ___ ____ TRUSS OR RAFTER CONNECTIONS AT LOADBEARING DALLS PROPRIETARY CONNECTORS . UL QS LF UPLIFT_________ (TABLE b)------------------------------------ LATERAL ____ ___. ____ .-- _5--15JELF SHEAR. --------------------- _ __. (TABLE b) _-S=]ZPLF RIDGE STRAP CONNECTIONS, iF COLLAR TIES NOT USED PER.RABLE B)_ -- -OF V ORPLF �_ .___ __ _ (FIGURE 201- Ft <SMALLER OF 2' OR Ll3 GABLE RAKE OJTLOOKFR __________�- TRUSS OR RAFTER CONNECTIONS AT NON-LOAOBEARING WALLS PROPRIETARY CONNECTORS (TABLE 14).____ _____.___U=31118. ✓. STUDS AND HEADERS UPLIFT _______ __ -___ LATERAL <NO. OF I6d COMMON NAI--- __ RABLE 0 CM------------------------------------ - 149 I----8' �- (PER TBO CHR 58 W AND 59.00) IAEA -" US �- ROOFSHEdTHINGTYPE ____ I/2 M>T/I6"LLBP ✓ AROUND WALL. OPENINGS ROOF SHEATHING THICKNESS ____--- - --- ---- -Az- ROOF AL ROOF SHEATHING PASTENNG _ (TABLED - J05 ADDRESS DESIGN N qo p� n p�(L�{�(�'1 /i-J�/� n ��a /REVISION DRAWN BY PAGE SCALE BOULDER /loll /l N/lj 7/�L7J/{ 0/lvU1/!(���1/!)/`�%) (`/vSJ7UV L(� ✓ 87 ✓ DREW MAINTENANCE 159 PINE GROVE ROAD PROPOSED SITTING AREA 3-22-19 JS 3 of 4 RESTORATION SOUTH 1 V A pMOu'rl„I, MA. fW Y) PJFLHASE Cr VR W]NGS LEAVES PNRCHASE2 RESPON510LE FOR COMPLIANCE WIT1 ALL CL EXACT SIZE AND REMFORCO'IEM OF ALL CO.YCRETE FOOTINGS (3) %C FY 61 B5 SHALL -ORBIC $BOW ROSRNE VERIFY D�PTI t.506J4S4-5934 AND R� 1-'I HI\ 1-I LOCAL BVILDMG CODEv ANJ ORD NANCES J6 D[SIGNS MAY NOT BE H6D RESPONSIBLE MST BE DCFFNMIIME BT LOCAL SOIL CONORION5 AND ACCFPT43LE (4) VERIFY 6TiWLi11RPl El_RIENi5 OR E516N ° SYIE A BOX) OR OTF CONDRIORa OR FOR THE I16L OF THESE DRAWINGS DYRMG CONSTRI1CMi PRACTICES OF CCNSIRYCTIDN VERIFY DESIGN Wll LOCAL ENGNECR WITH LOCO ENIMEER AND BIIRDING ORIGPL. KST64RNBTd6GEM. 0]869