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Home My WebLink About0059 HENRY F LORING ROAD ry , E • ill; . EXISTING _ - 1 12 SPHALT"ROOFING Qs PLus ® NE EXISTING TYP.. IX8/IX3 1/2X&SIDING EXISTING • ;:r �. _ _� ^ EXISTING OU�SG RAKE BRDS- NEW. . 'LI TIN �.. -*ION At s PROPOSED L E EV PROPOSED FRONT ELEVATION Q E D CTORS REVIEWED BARNSTABLE.BUILD.ING DEBT. DATE ' FIREDEPARTNiENT DATE S PLUS H - BOTH SIGA14TURES ARE REQUIRED FOR PERIM TING - SPHALT'ROOFING 12Fml /G SHINGLES IH Illt SPHALT ROOFING - P. IX8/IX3 AKE BRDS. I, till III, EXISTING ` STING' EMSTING ' 1�21�YI�� • PROPOSED REAR ELEVATION PROPOSED RIGHT ELEVATION T , -- BUILDER• JOB ADDRESS DESIGN DATE .REVISION DRAWN BY - PAGE SCALE ' CABRAL RESIDENCE CREATE_ LIVING-SPACE �✓�✓�✓oN/� � l/ �V�o�OI/ l/ 11-3=16 a JB •�oF� v41_ro ✓�3 p�signs, 59 HENRY F. LORING RD. ABOVE EXISTING DINING IU (U RIRCHASE OF DRAWNGS LEAVES P RCHASER RESPONSIBLE FOR COMPLIANCE WIT.ALL Ill EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3)ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE VERIFY DEPTH. CENTERV ILLE, MA. AND CsARAC3E. LOCAL BUILDINGES CODES AND ORDINANCES,;S DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4)VERIFY BTRIICTURAL ELEMENTS FOR DESIGN 4 SIZE P.O.gOX�g e3 B.)4�W34 Z I FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. l(&ET MARMTABLEHA.Offi EXISTING _-___-............ DECK -. .:.. _.. ... . ` ED O BATH —�, ♦ ,.. ` .BED O.. * ,. • TYP. SIZED PSL POST f o 15T ^ 'WALLWA Po EXIST. \/ LAY. ® ____ _ _ ___ _ W / 'F.C. DRYWALL 5 W DR L O o WALLS a CEILING. :' O EXISTING 9 EXISTING _ ____ ,.4 - . EXISTING - DINING o e - KITCHEN• Q - II EXISTIN v - �r 0 EXISTINGSECOND E OND F LOOK'PLAN EXISTING I 1 GARAGE i` �. _ - (NOT TO..SCALE) ` LIVING 11 _d. T - .. .. r ------ _- ---- -- - .. ..%�..... EXISTING ' - - ?_ _ PORCH � _ EXISTING. , - , DINING ' . . .. .• .,: fir.`s. p. ,r ; G 8 6 4sr 0 NEW 1 EXISTING - - . GLA95 2axle .-. G[Ass 2gx2a-2 - MASTER ( x ^ NEW In BATH O G EXIST. _ .. a ,. .. O,OM ._ BATH Nl N�r � ♦' _ i ---_�_ ---- -- ,. U LAUNDRY NEW OFFICE` m j e- .. - NEW PROPOSED FIRST FLOOR PLAN _ ... EXI IN r BEDROOM HALLWAY. F 2X12 G.J. GLASS 2kXn-215 " dl F • -e - 'dSTING - - EXIST GLA9 ------ --------- ----' - _ - 3-0 ------- 0 _ 3-0" m ,GLASS 8 GLA59, - ;24X24 3X24 • 24X24 G -_ -_ EXISTING WALLS e �: PROPOSED SECOND FLOOR PLAN . lw NEW WALLS ------------------------- --------------------- ------ BUILDER JOB ADDRESS DESIGN - -' - r- _ ///////////f/////f DATE REVISION DRAWN BY - PAGE •SCALE CABRAL RESIDENCE CREATE-LIVING SPACE �%�✓� ✓o�� /�� Ul��!�- 0\1�0 II-3-I�o M JB •—OFF 1/4"-1'-0° ✓8 1�C�stgns 59 HENRY F. LORING RD, ABOVE EXISTING DINING W TU PURCHASE OF DRAWINGS LEAVES WRCHA9ER RESPON9191.E FOR COMPLIANCE WITH ALL M E%ACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3)ALL FOOTINGS SHALL EMEND FR BELOW OSTLINE VERIF DEP CENTER V I LLE, MA. AND GARAGE. LOCAL BUILDING CODES AND ORDINANCES, B DESIGNS MAY NOT BE HE P BY WIELD RESONSIBLE MUST BE DETERMINED LOCAL SOIL CONDITIONS AND ACCEPTABLE (4)VERIFY STRUCTURAL ELEMENTS FOR DESIGN.SIZE P.O.BOX 96S (F Bf y 494-95-34 ZI FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS WRING CONSTRUCTION. PRACTICES OF CONSTRUCTION,vMFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS- llFSl BARkBtenl a M4 I,*" " - . a. r , "� '6� ,I .. ° . .. ASPHALT ROOF_ING___ . LOCKING o.c. ASPHALT ROOFING 15.ASPHALT PAP S 15♦ASPHALT PAPERTYP,RIM I/2"SHEATHING T ax _ _____-___ I/2" SH EATHING TYP,H2,5A TIE S i A TYP.1-12,54 TIES DRIP EDGE , „ r,. ` -- -_ - 0 _Up DRIP EDGE G E 5 GUT TER ER2X0 IDGE w 5 GUTTER Q _p N N p 1 -= _� • IX8 FACIA 2XI0'e A 16"O.G,—> q Gl �7 � � N IX8 FACIA IX SOFFIT Q' IX r SOFFIT - 2-1/4" VENT G I O = Om I �Q `O, VENT . 2 I/4"VE MATCH EXISTIN �. _a - s�� - MATCH EXISTING NOTCH FRIEZE y I W.- " ; --- - - --- -- -- - RECEIVE SIDING. �o. TO SIDING.D G. EXISTING: 11 „ . , , „ „ „ EZE „ /1. O RECEIVE ii moTim - - -, r ... r ROOF FRAMING PLAN EAv EAv »2 EAVE DETAILS SECOND FLOOR FRAMING PLAN EAVE DETAILS - s RIDGE VENT - - - RIDGE VENT - • 2XIO RIDGE - 2X12 RIDGE - - - 2X8 RAFTERS a I&"O . ` RIDGE VENT 1/2`ROOF SHEATHING - 2XIO RAFTERS O W",0,C, - - 2X12 RIDGE ' 6,) 11 - 15♦ASPHALT PAPER. , 1 1/2 ROOF SHEATHING - - ASPHALT SHINGLES I5•ASPHALT PAPER. - 12 2X8 RAFTERS o 16"O.C: 2X 6 ®- 6 O- ASPHALT SHINGLES Q5 PLUS - -- - 1/2"ROOF SHEATHING ; 2X12'6 G.J.®I6" 15•ASPHALT PAPER - - R49 INSUL. - ` -- - `ASPHALT SHINGLES - _ IX3 STRAPPING R49 INSUL. 1] - •. — s °i� 1/2"WALLBOARD IX3 STRAPPING �12 - 2XI2'S C,J-O 16"O,G. . NEW 2X46®16"O,C, I/2"WALLBOARD ,'.. — HALL R21 INSULATION `', I/2'WALLBOARD ` R49 INSUL, ® - 1/2"WALL SHEATHING < NEW W.I,C. ewauER M/BATH IX3 STRAPPING I/2"WALLBOARDS ' OFFICE HOUSE WRAP OR EQUAL E I/2".WALLBOARD 2X6'6 9 16"O,C, NAILED a GLUED. SIDING - 3/4' T/G PLY: - • INSULATION 3/4"T/G PLY, t - c0 - /BATH e W.I_:C. II 6HowER F2XI0e 616 O.C. —� O M IR/2'I WALLS SHEATHING • _ =a _ - NAILED a GLUED — -- • 2XIO'6 m 16 O.C: r 2XIO'6®16 O-C.--> - HOUSE WRAP OR EQUAL 3/4"T/G PLY. SIDING -- -- R30 INSUL SIZED LVL'6 ® - NAILED a LIED. IX3 STRAPPING — -- ® EXISTING EXISTING - 5/8"F,G-WALLBOARD ' e — p 2X10 6® 16 O.G. �—2X10 6 I6.O,G,—� . NEW 5/8"F.C.WALLBOARD R30 INSULLk, _PORCH DINING m - IX3 STRAPPING SIZED LVL'e _t .EXISTING EXISTING 2X4'a®I6"O.G, _ - 5/8"F.G,WALLBOARD. - - GARAGE EXISTING-1/2' WALL SHEATHING - ' -HOUSE WRAP OR EQUAL .. 5/8"F.G.WALLBOARD SIDING. ,y. {, - EXISTING 2X4'e® 16"O,C.EXISTING GARAGE I/2"WALL SHEATHING - HOUSE WRAP OR EQUAL - SIDING . EXISTING - r BASEMENT CROSS SECTION CAS CROSS SECTION lB) ' CROSS SECTION C T - R (C) BUILDER JOB ADDRESS DESIGN - QQQQ��Q�Q DATE REVISION DRAWN BY PAGE SCALE CABRAL RESIDENCE CREATE LIVING SPACE ✓� ✓L✓oN/��1/ 0 � V��l/. 0 II-3-16 ,- M JIB •-,aoF E2) 5S HENRY F,,LORING ,RD. ABOVE EXISTING DINING W (1)WRCHA6E OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2)EXA=81ZE AND REINFORCE ENT OF ALL CONCRETE FOOTINGS (3)ALL FOOTINGS SHALL EXTEND BELOW FROO I NE VERIFr DEPTH. ' LOCAL BUIIDMG CODES AND ORDINANCES,JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DET ED ERMIN BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4)VERIFY STRUCTURAL ELEMENTS FOR DESIGN a SIZE CENTERV ILLE, MA. AND GARAGE. ZI FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING GON6TRUCTION: PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS, a�3T BARNSTdg/c l4l O]66B•` f�v I - rWALL LENGTH=_�'3 Y•' s i _-—-—-—-—- _ {y WALL LENGTH= ,' ILL HEIGHT SHEATHING= JL"I _ y ` I FULL HEIGHT SHEATHING=�,�I ACTUAL SHEATHING-J�% ACTUAL SHEATHING=--r2-j_9. (Min..Required—A7-9.) 1 - I RATIO, 1.50 Required.I o RATIO ) I EDGE NAAIILING=_&LO.C, 'F EXTEND HEADER • � I EDGE NAILING=_S�"O.G L. I _IELD NAILING=_JZO.C, - TO KING STUD . LFIELD NAILING=,JZO.C. r ------------- WALL LENGTH- 3'-0 12r FULL HEIGHT SHEATHING=30_I - 13'-S'h"s • , Qa Pws ACTUAL SHEATHING=1Q-% • % (Min.RequiredJ3L_96) I I2 RATIO=1.50 - 1 EDGE NAILING=-ALO-C, loot 'FIELD NAILING=J$_O.G. 'SHEAR: -, ',. ,, , L_-------_----J wAu NAIL TOP PLATE / SHEAR; ® SHEAR.. SHEA 'SHEATO HEADER WITH WALL WALL WALL •n; Two O ROWS OF Gd -. WALL..:.. Oct COMMON NAIL ULE '.; :� T H S IT ' : AILS • {--— —- „ AT 3"O.C. WALL LENGTH=d-o � - ; FULL HEIGHT SHEATHING-� I EXISTING :ACTUAL SHEATHING=J,Q�R• - - '• (Mtn..Requtred 52.%) RATIO= 1.50 ,- - .'Moos CONTINUOUS-91/2: LVL HEADER ` EDGE NAILING= r. O.G- .`aHE°R - 2 5/8" ANCHOR BOLTS WITH.. - WALL FIELD NAILING. - 3"X3"PLATE WASHERS J2—O•C• L — — — —'— — J q p - - ' . •. ♦ .HEAR -A SHEAR WALL WALL WALL EOOTBN� I SHEAR WALL LEFT ELEVATION SHEAR WALL FRONT ELEVATION ;. g . RACE OPENING DETAILS . GARAGE e' WALL LENGTH=-ML - . ti . - ..:'. •, .. #., ` '.• I.FULL HEIGHT SHEATHING -9_-g�, - ,.- ,ACTUAL SHEATHING=�2%, . ` ,,' • _ 'g. �,"',"� .. r- , .. �. (Mtn. Required-A3 %) I • .yk _ -,x - - RATIO,1.50 - - EDGE NAILING= (o°O-C I _ _ _• - '. FIELD NAILING.:7 O.C. 12 , �5 PLUS - n,0„ . .. - LL E GTH=.22,-0, - _ •:. . .- . . . .:+..,> ,,l FULCHEIGHT SHEATHING=JL-O' rWALL LENGTH- '—'--, '.,: :'. r.: - I ACTUAL SHEATHING=.ll. 9. ! + I FULL HEIGHT SHEATHING=_1SaI SHEAR "SHEAR'", -,: '5HEAR '.SH R':, .SHEAR,' - I :.(Min.Requlred_�_%) :ACTUAL SHEATHING=_1{�R, - •RATIO.1.50 (Min.Re utred q) WALL WALL .WALL -.WA L WALL �. q ��---" z-. .�EDGE NAILING-'-_O.C. EB . :eueaa .SHEAR elieaR. FIELD NAILING= O.G. f. RATIO=J.50 - :3-0:� 10-8.� :�3-0 .4 10 3-IOIh - :WALL waLL EDGE NAILING=JZO.C- I -.'.WALL —-—-12-—- --J FIELD NAILING=JZO-C. ' L------'------J , rWALL LENGTH=--- -1 ' r _., .. : 9 YIN ,..: . ':, - - `--- --.___ _-�mj --__. HEIGHT rWALL LENGTH,24�'"—_--,- -•,- I RATIO=J,50 fired 100 %)- FULL HEIGHT SHEATHING= EDGE NAILINCr-Sz'-0•G, ;.''.'.:%'.'''. ', q ACTUAL H ATHI - - - GTU L S E NG�L_= c 'FIE NAI I - 12"U\4� .�%��` FIELD LNG O.G. LL '. , 100 (Min.Requlred_A2_%) I ;. ... ., .' - , "SHEAR ----------- L J RATIO=1.50 WALL Lp EDGE NAILING=�O.C. - 'FIELD NAILING=J2'-OZ, L — ----------J 24--0" .. SHEAR WALL'REAR ELEVATION SHEAR WALL RIGHT ELEVATION s BUILDER JOB ADDRESS DESIGN ///////J///J�//QQQ//n�//////Q do ////_(��Q ///�/{/��//Q!/� CA5RAL RESIDENCE CREATE LIVING SPACE l.✓a/w,do omhves A J-0 s,co� DATE REVISION DRAWN BY PAGE SCALE �y - O O O O 11-3-16 a - J5 •�OF_'=z 5S HENRY F. LORINC- •RD. A50VE EXISTING DINING W ( URCHASE OF DRAWINGS LEAVES WRCHABER RESPONSIBLE FOR COMPLIANCE WITH ALL (2)EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS l3)ALL FOOTING8 8HALL E TEND BELOW FROSTLINE VERIFY DEPTH. -- — LOCAL BUILDING CODES AND ORDINANCES•$DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4)vERFY BTRIICTURAL ELEMENTS FOR DESIGN 4 812E CENTERV ILLE, MA,_ AND GARAGE.. O P.O.BOX]B5 (�08J 494 9534 IU PURCHASE SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS WRING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. I 7 B RN3TAB)a Jf6 Olk" AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE MASSACHUSETTS CHECKLIST FOR COMPLIANCE(180 CMR 5301.2.1.0 CHECK y- COMPLIANCE PC=), I ZONELI SCOPE EXPOSURE 0 WIN WIND SPEED(3-SEC.GUST)________________________________-__________________________________________-110 MPH WIND EXPOSURE CATEGORY---------------_----------------------------------------------------------------B - t 1.2 APPLICABILITY } - NUMBER OF STORIES(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) I 2 STORIES<2 STORIES�L_ \\' \ a JOINT DESCRIPTION NCOnnON F NUMBER OF '.NAIL 6PACING ' ROOF PITCH_________________________________________ (FIG 2) ,__________________ _________________ I2 (12:12�L NAILS, Box NAILS •• MEAN ROOF HEIGHT_________ ________________ ______ (FIG 2) ,_____________._____.___._____________ 21 FT(33•.�� - . _ BUILDING WIDTH,W--------------______________ ____ (FIG 3)„-_______________-------------------24 FT<So'_�` .: TYP.FIELD NAIL SPACING - - ROOF FRAMING :. • . BUILDING LENGTH,L________________________ ______ (FIG 3)._____.__...______________ _____-3CZ'-AFT(80'�L_ • - ad COMMON A 6'•O.G. , ` BLOCKING TO RAFTERS(TOE-NAILED) 2-ad 2-IOd EACH END BUILDING ASPECT RATIO(L/W) -_____j___________ - (FIG 4).______________________________ _____ i-� (3:1_AL ,•- \\ ,• - RIM BOARD TO RAFTER(END-NAILED)- 2-Ibd 3-Ibd EACH END •' NOMINAL HEIGHT OF TALLEST OPENING_______________ (FIG 4),________________________ •________-ALSL 6'8".�L `•' TYP.1/16"WOOD - WALL FRAMING STRUCTURAL PANELS - 1.3 FRAMING CONNECTIONS - _ TOP PLATE AT INTERSECTIONS(FACE-NAILED) ,4-16d 5-16tl AT JOINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.:__.. (TABLE 2)_______________________ _______ _____: _AL - � ;• ,;•,, STUD To 6illD(FACE-NAILED) - 2-Ibd 2-Ibd ` 14"D.G. h t HEADER TO HEADER(FACE-NAILED) 16d 16d 16"O.G.ALONG EDGES 2_I FOUNDATION _ \ FLOOR FRAMING FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 w • •• JOIST TO SILL TOP PLATE tf OR GIRDER ROE-NAILED) 4-ed 4-I0d PER JOIST _______________________________ ____________ _____ `TYP.EDGE NAIL SPACING CONCRETE______________________________ _ __ -_ __ _�L •. + `• � + .. - - ____ (Bd COMMON a 6' O.C-) '',> CONCRETE MASONRY.__ _ _ _ _ �_ '',; E-NAILED) 2-ad 1-10d EACH END BLOCKING TO JOIST(TO "-_"--'----"- _ - - BLOCKING TO BILL OR TOP PLATE(TOE-NAILED) 3-16d 4-Ibd EACH BLOCK - 3 LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) 3-16d 4-16d EACH JOIST r 2.2 ANCHORAGE TO FOUNDATION GIST ON LEDGER TO BEAM(TOE-NAILED) 3 ad 3-IOd PER JOIST ° 5/8°ANCHOR BOLTS IMBEDDED OR 5/8'PROPRIETARY MECHANICAL ANCHORS A9 AN ALTERNATIVE IN CONCRETE ONLY f T TO JOIST(END-NAILED) - 3-I.d 4-466 PER JOIST RAFTER CONNECTIONS BAND JOTS BOLT SPACING-FROM EN ,JOIN____ ___ _________(TABLE 4) _________ ___-_._ _ __ _ ___I Z�IN.�� ' BAND JOIST TO SILL OR TOP PLATE(TOE-NAIL 2-Ibd 3-16d PER JOIST yy BOLT SPACING FROM END/JOINT OF PLATE -- (FIG 5l._____________________________ ___ 'Ci'-12 IN.C 6'-12"_�L NON- '•,TYP.H2.5 TIES' - - y LOADBEARING `. - • ROOF SHEATHING }l1 BOLT EMBEDMENTCONGRETE_____________ _ _ (FIG 5),___________________________________. - IN.>1"_,L I ' BOLT EMBEDMENT-MA __ _____ ___ (FIG 5),___________________________________ e) IN.>15"_�L STUD HEIGHT • � � WOOD STRUCTURAL PANELS f PLATE WASHER-----------------------------------(FIG 5) _.>3"X3'XI/4"�_ UPLIFT �' RAFTERS OR TRUSSES SPACED UP TO 16" ad IOd 6"EDGE/6"FIELD ____ ________ _ ____ ._________ _________- _- _ _______ OADBEARING ' MAX.WALL L - -' HE614T 20' STUD HEIGHT RAFTERS ORLLRATRUSSES SPARED OVER:16"O.C. ad IOd 4"EDGE/6 FIELD' 3.1 FLOORS •- '' `•:.`�.. GABLE ENDWALL RAKE OR RAKE TR1155 ad IOd b"EDGE/S°FIELD ' FLOOR FRAMING MEMBER SPANS CHECKED___,______-(PER 180 CMR 55.00)-------_______ _ ___ __' ____. �L `••.` WITH No GABLE OVERHANG - > - •._ •; MAX.WALL .. •. MAXIMUM FLOOR OPENING DIMENSION_________ ____ __(FIG 6)-------------------------------------- FT C 12•_>L_ -. - _ GABLE ENDWALL RAKE OR RAKE TRUSS -8d IOd G"EDGE/6"FIELD " " " HEIGHT 10' FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6).._.__.____________ _________. �L - - '� � ''.. � :,'. -` ., - � W/STRUCTURAL OUtLOOKER6 MAXIMUM FLOOR JOIST SETBACKS -- _ - GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 4"EDGE/4"FIELD _ SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG l)-_______- " ••`• ••,•••`,••>,•• _ W/LOOKOUT BLOCKS - MAXIMUM CANTILEVERED FLOOR J015T - , •' CEILING SHEATH SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG 8)_________________________ ___ --0 FT<d _,✓_ • - - - , FLOOR BRACING AT ENOWALL5______________ _______(FIG 9) ,_____________________ -- _________ ___-. .AL d ' ; • >' _+ - Stl COOLERe l"EDGE/IO"FIELD SHEATHING FLOOR SHEATHING TYPE.__,___ _.(PER 1e0 CMR 55.00):_--------------- __ _____. _,L (. •' ,•'�' '"- .. .WALL SHEATHING r ' FLOOR SHEATHING THICKNESS._ _;________ - _ __,_.(PER 180 CMR 55,00) ____________ __ _______ 3/4 IN._�L_ (. r •; `•;FLOOR,SHEATHING FASTENING.._______ __ ________(TABLE 2)�d NAILS AT 6' IN ED6E/_12-1N FIELD_1L •,' .., - ) $ .. •�' ' WOOD STRUCTURAL PANELS _ , r, ;>.•. .. " STUDS SPACED UP i0 24"O.G. ad b'EDGE/12 FIELD - •� '• .: 1/2"AND 25/32"FIBERBOARD PANELS ad 3"EDGE FIELD .. od 4.I WALLS FIELD WALL HEIGHT0 GE E S OLE,1/2"GYPSUM WALLBOARD 5d COOLERS Y' D /1 'FI . " LOADBEARING WALLS,_.___ _-_.(FIG 10 AND TABLE 5) ____________________-1-A'.FT(10•' L 'i - FLOOR SHEATHING l _ NON-LOADBEARING WALLS,_ _____ - (FIG 10 AND TABLE 5),-__________ _ ____- -PC FT<20'_1/ LATERAL ~ r ____ _ > .� . WOOD STRUCTURAL PANELS WALL STUD SPACING--------------------- .(FIG 10 AND TABLE 5),________________:le-IN<24"O.C._�L '„•, „ - I"OR LESS - ad 106 6"EDGE/12'FIELD - WALL STORY OFFSETS------------------_------------(FIG 1 4 a):________________ _ _ __-. 19 FT<d�L r „ „ „-,> GREATER THAN I"' •. IOd IOd 1 6"EDGE/6"FIELD • - 4.2 EXTERIOR WALLS3 WALL STUDS GENERAL NAILING SCHEDULE TYP.HORIZONTAL DOUBLE .. IEDULE - [ > - - •> •• •,> .• a LOADBEARING WALLS-_____'______,_ _ (TABLE 5)._________ _ .2X_G_-�_FT A IN I/ SHEAR NAIL EDGE(STAGGERED NAIL x NON-LOADBEARING WALLS-------------------------(TABLE 5)____________________________2X_A._-_3__FT13 IN I/_ - PATTERN ad COMMON o 3"O:G. S GABLE END WALL BRACING' - r •> �A - ` - r "' , RILL HEIGHT ENDWALL STUDS__________ - 1 • ••'`' a �> I ___.(FIG 10).___________________ _ ________ ____ _ ___ �_ _ _,• ,.• TTP.-I/16°WOOD STRUCTURAL' ATTIC FLOOR LENGTH_________________ _ _ (FIG IU.__ _ __ __ __________ ___ _ _1 FT> / '.. .WSP A _ W 3_AL > > ----- > - - '.,.' .` VERTICAL PANEL SHEATHING GYP CEILING LENGTH(IF WSP NOT USED)---------(FIG IU__________________ __ _ _ _O-FT>0.9W_I/ ••. > rigI } AND 2X4 CONTINUOUS LATERAL BRACE o 6 FT.O.C.!FIG 11)_____________________ - -- TYP.VERTICAL EDGE NAIL - - OR IX3 CEILING PURRING STRIPS o 16 SPACING MIN.WITH 2X4,BLOCKING a 4 FT.SPACING IN END -�L r - DOUBLE TOP PLATE - - .. JOIST OR TRUSS BAYS_____________________________________________________ _ _ ____ ___ __ _. ✓.. .' . ''• SPACING(8d COMMON -` DOUBLE TOP PLATE • SPLICE LENGTH.__________ ____________ _______(FIG 13 AND TABLE 6)------------ ----------------AFT_,L _ .• )r�ul 4, _ SPLICE CONNECTION(NO.OF 16d COMMON_NAILS) (TABLE 6)_____________ _____:______. A-._�L - '•` TYP FIELD N SPACING LOADBEARING WALL CONNECTIONS I _ COMMON•• P G AIL' • '- (NO.OF 16D'COMMION NAILS) __-(TABLE 1),_______-------------------------------- LATERAL _ .,'_. Bd GOH m_O.G. - _ NON-LOADBEARING WALL CONNECTIONS ` n > >- >• DOUBLE HEADER - r s LATERAL(NO.OF 16d COMMON NAILS)._____ __ _.(TABLE 8)----------------------___ _ __ __ _____`-1= �_ � .. .. .' 'a � - LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING,BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) p "I I •.; - t • - HEADER SPANS___________ ___________ _ _____.(TABLE 9) 3.FT 0 N.<II'_A� '"". • - ` . .SILL PLATE SPANS________ ________ _ ________(TABLE 9),___________ ___._________._,_3---FT�IN.<11'�_ ,. PULL HEIGHT STUDS(NO,OF STUDS),_:_-_---------------(TABLE 9)'--------------_------------------- NO ' 2_ _AL •°.._ .' ••> - - - 'wLL - N-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 7 . F - .(- HEIGHT - e•. • ' e ♦ HEADER SPANS'_________________ _______________(TABLE 9).__.,________.+_____,__ __.�_FT. OIN.(12'-_]L_ r •e de .�.1•e - .:. � •: de•4dn•° � - - - - STUD ,. SILL PLATE SPANS._______ __ -_ _________.(TABLE 9)--------------______ __ _ AFT 10 IN.<12' e p• - MINIMUM " OUBLE JACK STUD FULL HEIGHT STUDS MO.OF STUDS)._____ .(TABLE 9)------------------_____ ______ _______ _ _AL a.° a• h .'" ° •e' ,e REQUIREMENTS AT EACH END OF HEADER EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR S_IMULTANEOUSL'ts - ,epe p•e a �d•e•40••• NUMBER OF 1 MINIMUM BUILDING DIMENSION,(W) - HEADER SPAN HEADER UPLIFT LATERAL NOMINAL HEIGHT OF TALLEST OPENING • -_- ---------�-2"<6'8"IL ° ,° ° ,• • • f ° (FT.) SIZE H (LB.) (LB.) - 4 24'O.G.MAX. a "' 24''O.C.MAX. SHEATHING TYPE___________ _ _____ _ __ _ _ .(NOTE 4)-------------------------- ___ I/2 1N,_AL d•e 1•e de n .40•e - -. .°� , FULL EIG T WINDOW SILL PLATE EDGE NAIL SPACING._____ _____________ _ __(TABLE IO OR NOTE 4IF LESS),__ _-_______ ______IN.�L STUD SPACING,• ° ,p ,•. ° e `s STUD SPACING 2' 2-2X4. -I 2ll 132 FIELD NAIL SPACING-----------------___________.(TABLE IOJ ______ _____________- --.__ ___ -1N.�� SEE PAGE 4 OF 5 '••' °••4 '•• '• •' 4' - 3' '2-2X4 2 416 198 - }-- ---- - SHEAR CONNECTION(NO.OF I&d COMMON NAILS) (TABLE 10),_________________ ___ ____ ______ _'_,-,L '•e .40'e 0•e..ed•e•�d 'e �1 p'e•4d•e•ed PERCENT FULL-HEIGHT 6HEATHING______ __________(TABLE 10),___________________ -`____& �L -' > '• '' ° a ' e a s' A •' ° )• 4' _ 2-2X4 • 2 554 264 - 59s ADDITIONAL SHEATHING FOR WALL WITH OPENING>6.8•'(DESIGN CONCEPTS!__:_________ _�� 4 a -a ° '•�4 _ S' 2-2X4 3 693 330 . MAXIMUM BUILDING DIMENSION,(L) - ^'• On 0'e '° .,d•e - " ° ___________________�R<6B -AL _ �• .6' 2-2X6' 3 831 396 - -_'R.__________ .:;.__ .- -_f_ 7C ________ .:t, NOMINAL HEIGHT OF TALLEST OPENING __________________________ _ SHEATHING TYPE__________________ _ ,(NOTE 4)---------------•___ ____ _ ___-___ ._]!2-IN.�L MAXIMUM WALL STUD HEIGHT STUD ' � 1' 2-2X8 3 9l0 462 w. EDGE NAIL SPACING.__________ ____ -_ (TABLE II OR NOTE 4IF LESS).____ __-',_____IN.�L .r7PACINCs 8' 2-2X12 3 1,108, 528 'e .ep•e .'de .�On .4p'e Bed; .ep•e p'e .;de .40'e .°d{, v FIELD NAIL SPACING._____________________ _ __ (TABLE IIl.____-_____________,___ ___________IN:_�L SEE PAGE 4 OF 5 l ' - ' SHEAR CONNECTION(NO,OF 16d COMMON NAILS) (TABLE IU__ _______________ _ __________ .AL 9' 3-2X 10 3 1,241 594 •pa° e ,a�•w.•a• 'o, a a,• •w�\ PERCENT FULL-HEIGHT SHEATHING - (TABLE IU _______________________ -& �� RAFTER CONNECTION AND WALL SI••IEATHINCx lo'. 3-2XI2 4 •'I,385 660 'e .ed•e 0•e•.40•n'. p gip'•• A. \ 44 •e•o d•e 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6.8"(DESIGN CONCEPTS).___ -___-'______________. �� - TYP ANCHOR BOLTS AND • ° , WALL CLADDING 'k , -� 11' +4-2XIO '4 1,524 126 3'X3"XI/4"PLATE WASHER <. o� •a� o e e .. ♦ n d•e d•e .4d•e .°0.4 .404. da da i;4.. d de•.40 .,. RATED FOR WIND SPEED?______________________ ___,__________________________ _______-__________. _�L 5.1 ROOFS WALL'OPENINGS'- HEADERS . s ROOF FRAMING MEMBER SPANS CHECKEDT(FOR RAFTERS USE AWC SPAN TOOL,SEE BBRS WEBSITE) - �L IN LOADBEARING WALLS '° •ed•e .40'e .ed•e•. O °p'e s.e0'4•.e0'°•.40e•.40'e .�d'e• _* , .. ' ROOF OVERHANG,________________ _______ ____ ____(FIGURE 19)._____________.15 FT(SMALLER OF 2'OR.L/3_,L - _ TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS a ,4p•e .ep•e .4dn .ep•e .ode .°p•e .ode .40•e .edn .4d•• PROPRIETARY CONNECTORS UPLIFT----------------------------------------(TABLE 12) ___.U.26.9PLF�- • • e • e • n • e s ° • e • e LATERAL------------------------------------- -------------------------------------L.J]6_PLF�>L_ - • - SHEAR--------_------------------------------(TABLE 12)-------------------------------------8.11pLF " RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131--------------------------------T=194 PLF GABLE RAKE OUTLOOKER----------------------------(FIGURE 20),_____________�FT(SMALLER OF 2'OR L/2�L TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS - PROPRIETARY CONNECTORS 1 UPLIFT_---------------------------------------_(TABLE 14)----------_--------------------------U.4LZLB. - LATERAL(NO.OF 16d COMMON NAILS)----------(TABLE 14),____________________________________L.�4@LB. �_ STUDS, AND HEADERS ROOF SHEATHING TYPE__----------------_-----------(PER 180 CMR 5B.00 AND 59.00).____________________- �L ' ROOF SHEATHING THICKNES6,______________________________________________________________ 112_IN.>1/16"WSP ---- -------•----------------- AROUND WALL OPENINGS - ROOF SHEATHING FASTENING__________________________ (TABLE 2)._ ' BUILDER JOB ADDRESS - DESIGN - - DATE REVISION DRAWN BY .PAGE SCALE _ QQQ �j� .. CARPAL RESIDENCE CREATE LIVING SPACE ✓�✓� ✓o��/�U 01 1� � vN/o�O I %8 Z�eaigns 11-3-16 a JB •_OFF I/4"•I'-0' 5S HENRY F. LORING RD. A50VE EXISTING DINING LU -(I)PURCHASE OF DRAWINGS LEAVER PURCHASER RESPONSIBLE'FOR COMPLIANCE WITH ALL (2)EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3)ALL FOOTINGS SHALL EXTEND BELOW FROSTONE VERIFY DEPTH. --• ° : •• n " " . • a CENTERYILLE, MA. AND GARAGE. LOCAL BUILDING CODES AND ORDINANCES,JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4)VERIFY STRU-IRAL ELEMENT.FOR DESIGN'SIZE Box zes /500.)494-9534 O FOR BITE CONDITION.OR FOR THE USE OF THESE DRNNNGS DURING CONSTRUCTION. PRACTICE.OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIAL.. WSST BARNBTABLE K4 OZ66B "