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Home My WebLink About32 Woodbine Ave plan005A11C GUIDE TO WOOD CONSTRUCTION IN WIGH WIND AREAS 110 MPH WIND ZONE MASSACI-IUSETTS CHECKLIST FOR COMPLIANCE (150 CMR 5301,11,1) COMPLIANCE CHANCE MPLIANGE U SCOPE WINDSPEED (3-SEC. GUST)----------------------------------------------------------------------------110 MPH WINDEXPOSURE CATEGORY--------------------------------------------------------------------------------B 1.2 APPLICABILITY NUMBER OF STORIES (A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) 2 STORIES < 2 STORIES _�Z ROOFPITCH------------------------------------- -- (FIG 2)---------------------------------- < 12:12 MEAN ROOF HEIGHT---------------------------------- (FIG 2)------------------------------------4� FT < 33' BUILDING WIDTH, W----------------------------------- (FIG 3)--------------------------------------2;� FT < 60' BUILDING LENGTH, L--------------------------------- (FIG 3)------------------------------------- 9_FT < ad BUILDING ASPECT RATIO (L/W)------------------------ (FIG 4)------------------------------------- 2-2S < 3:1 NOMINAL HEIGHT OF TALLEST OPENING2 ---------------- (FIG 4)-------------------------------------9� < 6' 8" �z_ 1.3 FRAMING CONNECTIONS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS---_ (TABLE 2)--------------------------------------------- -�� 2.1 FOUNDATION FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 CONCRETE----------------------------------------------------- --------------------------------------- CONCRETEMASONRY------------------------------------------------------------------------------------ 2,2 ANCHORAGE TO FOUNDATI0W 5/S" ANCHOR 5OLT5 [MBEDDED OR 5/8 PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY BOLT SPACING -GENERAL _ _ - - - - - - - - "------------- (TABLE 4)-------------------------------------- 2_ IN. �- SOLI SPACING FROM END/JOINT OF PLATE --------- (FIG 5)----------------------------------�� IN. < roll-12" il BOLT EMBEDMENT -CONCRETE _ _ _ _ _ _ _ _ _ _ _ _ --------- (FIG 5)------------------------------------ _ IN. > -1" BOLT EMBEDMENT -MASONRY---------------------- (FIG 5)-------------------------------------�- IN. > 15" �- PLATE WASHER ----------------------------------- (FIG 5)-------------------------------------- > 3"X3"XI/4" V 3,1 FLOORS FLOOR FRAMING MEMBER SPANS CHECKED------------ (PER `(SO CMR 55.00) ---------------------------------- MAXIMUM FLOOR OPENING DIMENSION ----------------- (FIG ro)---------------------------------------5-- FT < 12' -\/- FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2' FROM EXTERIOR WALL (FIG ro)----------------------------- MAXIMUM FLOOR JOIST SETBACKS SUPPORTING LOADBEARING WALLS OR SHEARWALL . (FIG i)------------------------------------- 0 FT < d -NZ MAXIMUM CANTILEVERED FLOOR JOIST SUPPORTING LOADBEARING WALLS OR SHEARWALL . (FIG 8) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- Ft < d _�� FLOOR BRACING AT ENDWALLS----------------------- (FIG 9)------------------------------------------------ -�� FLOOR SHEATHING TYPE------------------------------ (PER -180 CMR 55,00)---------------------------------- -�- FLOOR SHEATHING THICKNESS------------------------- (PER 180 CMR 55-00)-------------------------- 3/4 IN, V FLOOR SHEATHING FASTENING _ - - - - - - - - - - - - - - - - - - - - - - (TABLE 2)-d NAILS AT ®(o N EDGE/ 12 IN FIELD _V 4,1 WALLS WALL HEIGHT LOADBEARING WALLS----------------------------- (FIGs 10 AND CABLE 5) ________------------__-�- Ft < 10' �- NON-LOADBEARING WALLS------------------------ (FIG 10 AND TABLE 5)-----------------------$=AFT < 20.1 WALL STUD SPACING --------------------------------- (FIG 10 AND TABLE 5)------------------- 16" IN < 24" O.C. - V WALL STORY Or ----------------------------- CFIG # 8)----------------------------------- 0 FT < d V 4.2 EXTERIOR WALLS' WALL STUDS LOADBEARING WALLS ----------------------------. (TABLE 5)---------------------------- 2X_.g? AFT_A_ IN NON-LOADBEARING WALLS------------------------- (TABLE 5)---------------------------- 2Xro --5--FT__4_ IN V GABLE END WALL BRACINGt FULL HEIGHT ENDWALL STUDS---------------------- (FIG 10)---------------------------------------------- �- FT > W/3 V WSP ATTIC FLOOR LENGTH------------------------- (FIG 11)------------------------------------ _� �- FT > 0.3W GYPSUM CEILING LENGTH (IF WSP NOT USED)-------- (FIG 11)----------------------------------- V AND 2X4 CONTINUOUS LATERAL BRACE 0 ro FT, O.G. (FIG 11)--------------------------------------------- OR 1X3 CEILING FURRING STRIPS 0 16" SPACING MIN. WITH 2X4 BLOCKING 6 4 FT, SPACING IN END - - - - - - - - - - - V JOISTOR TRUSS BAYS ---------------------------------------------------------------------------------- DOUBLE TOP PLATE SPLICE LENGTH --------------------------------- (FIG 13 AND TABLE ro)--------------------------- FT V SPLICE CONNECTION (NO. OF trod COMMON NAILS) (TABLE ro) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a- LOADBEARING WALL CONNECTIONS 2 LATERAL (NO. OF 16D COMMON NAILS)------------ (TABLE 1)--------------------------------------- NON-LOADBEARING WALL CONNECTIONS LATERAL (NO, OF 1(od COMMON NAILS)------------ (TABLE 8)--------------------------------------- 2 -�- LOAD BEARING WALL OPENINGS (RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE S) HEADER SPANS--------------------------------- (TABLE 3)-----------------------------_°AFT 0 IN. < IV V SILL PLATE SPANS------------------------------- (TABLE 9)----------------------------- 3 FT 0 IN. < 11' - V FULL HEIGHT STUDS (NO. OF STUDS)--------------- (TABLE 9)--------------------------------------- -2- - z NON -LOAD BEARING WALL OPENINGS (RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 3, HEADER SPANS --------------------------------- (TABLE 3)----------------------------- 4 FT _c-IN. < 12'- V 4 FT 0 < 12'-- SILL PLATE SPANS ------------------------------ (TABLE 3)----------------------------- -IN. FULL HEIGHT STUDS (NO. OF STUDS)--------------- (TABLE 9)----------------------------------------- 2- �- EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLl4 MINIMUM BUILDING DIMENSION, ( W ) NOMINAL HEIGHT OF TALLEST OPENING2_-------------------------------------------------------- < ro 18" SHEATHING TYPE-------------------------------- (NOTE 4)--------------------------------------- 1/2 IN. -�- IN. EDGE NAIL SPACING----------------------------- (TABLE 10 OR NOTE 4 IF LESS) ------------------- -- FIELD NAIL SPACING----------------------------- (TABLE 10)------------------------------------- IN. SHEAR CONNECTION (NO. OF 16d COMMON NAILS) (TABLE 10)------------------------------------- V- PERCENT FULL -HEIGHT SHEATHING.---------------- (TABLE 10)-------------------------------------- �z 5✓o ADDITIONAL SHEATHING FOR WALL WITH OPENING > ro'S" ( DESIGN CONCEPTS) - - - - - - - - - - - - - - - - - - .- - - - - - - V MAXIMUM BUILDING DIMENSION, ( L ) o „ NOMINAL HEIGHT OF TALLEST OPENING2_---------------------------------- SHEATHING TYPE=------------------------------- (NOTE 4)----------------------------------------112- IN, �_ EDGE NAIL SPACING----------------------------- (TABLE 11 OR NOTE 4 IF LESS)-------------------- IN. �- FIELD NAIL SPACING---------------------------- (TABLE 11)--------------------------------------- IN. �- SHEAR CONNECTION (NO. OF trod COMMON NAILS) (TABLE 11)--------------------------------------- PERCENT FULL -HEIGHT SHEATHING (TABLE 11)--------------------------------------- % NZ 5% ADDITIONAL SHEATHING FOR WALL WITH OPENING > 6'8" (DESIGN CONCEPTS)_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ V WALL CLADDING RATED FOR WIND SPEED?------------------------------------------------------------------------------- -�- 5,1 ROOFS ROOF FRAMING MEMBER SPANS CHECKED? (FOR RAFTERS USE AWC SPAN TOOL, SEE BBRS WEBSITE) ROOF OVERHANG ----------------------------------- (FIGURE Is) -------------- 1.5" FT < SMALLER OF 2' OR L/3 V- TRUSS OR RAFTER CONNECTIONS AT LOADBEARINGs WALLS PROPRIETARY CONNECTORS UPLIFT--------------------------------------- (TABLE 12)-------------------------------------U=303PLF V L=1-fro PLF V LATERAL-------------------------------------------------------------------------- SHEAR--------------------------------------- (TABLE 12)-------------------------------------S=_j]-PLF V RIDGE STRAP CONNECTIONS, IF COLLAR TIES NOT USED PER (TABLE 13)-------------------------------- T= 2Z PLF 5" FT < SMALLER OF 2' OR L/2 �- GABLE RAKE OUTLOOKER - - - - - - - - -------------------- (FIGURE 20)-------------- TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS PROPRIETARY CONNECTORS UPLIFT---------------------------------------- (TABLE 14)------------------------------------- U=41-f LB. Z LATERAL (NO, OF trod COMMON NAILS)--------- (TABLE 14)------------------------------------- L=j2k_-B. -�- ROOF SHEATHING TYPE ------------------------------ (PER -f80 CMR 58.00 AND 53.00)---------------------- ROOF SHEATHING THICKNESS ---------------------------------------------------------------- 1/2- IN. > -illro" WSP ROOF SHEATHING FASTENING-------------------------- (TABLE 2)--------------------------------------------- V 5UI� JOB ADDRESS NUNES RESIDENCE 32 WOODBINE AVE. ''E''ARMOUTH, MA, 11(o MPH UfRE 2=0" 911f4co r SEE PAGE 4 OF 5 SEE PAGE 4 OF 5 MAXIMUM WALL STUD HEIGHT , STUD SPACING , RAFTER CONNECTION AND WALL SHEATHING DESIGN CUSTOM THREE 5EDROOM RANCH STYLE HOME. STUD HEIGHT NUMBER OF JOINT DESCRIPTION COMMON NUMBER OF NAIL SPACING NAILS BOX NAILS ROOF FRAMING BLOCKING TO RAFTERS (TOE -NAILED) 2-Sd 2-lod EACH END RIM BOARD TO RAFTER (END -NAILED) 2-16d 3-16d EACH END WALL FRAMING TOP PLATE AT INTERSECTIONS (FACE -NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD (FACE -NAILED) 2-lrod 2-16d 24" O.G. HEADER TO HEADER (FACE -NAILED) trod Irod fro" O.C. ALONG EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOIST (TOE -NAILED) 2-Sd 2-10d EACH END BLOCKING TO SILL OR TOP PLATE (TOE -NAILED) 3-irod 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE -NAILED) 3-lrod 4-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE -NAILED) 3-Sd 3-lod PER JOIST SAND JOIST TO JOIST (END -NAILED) 3-16d 4-lrod PER JOIST SAND JOIST TO SILL OR TOP PLATE (TOE -NAILED) 2-lrod 3-Irod PER JOIST ROOF SHEATHING WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO troll O_G_ ad lad ro" EDGE / roll FIELD RAFTERS OR TRUSSES SPACED OVER 16" O,C. ad loci 4" EDGE / 4" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS ad lad roll EDGE / ro" FIELD WITH NO GABLE OVERHANG GABLE ENDWALL RAKE OR RAKE TRUSS 8d lad ro" EDGE / ro" FIELD W/STRUCTURAL OUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS 8d ]ad 4" EDGE / 4" FIELD W/LOOKOUT BLOCKS CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS - -1" EDGE / I& FIELD WALL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O.C, 8d lad roll EDGE / 1211 FIELD 1/2" AND 25/32" FIBERBOARD PANELS ad - 3" EDGE / ro" FIELD 1/2" GYPSUM WALLBOARD 5d COOLERS - -I" EDGE / 10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS 1" OR LESS ad lad 6" EDGE / 12" FIELD GREATER THAN 1" tad lad ro" EDGE / 6" FIELD GENERAL NAILING SCHEDULE REQUIREMENTS AT EACH END OF HEADER MINIMUM NUMBER OF UPLIFT LATERAL HEADER SPAN HEADER (FT,) SIZE FULL -HEIGHT (LB.) (LB.) STUDS 21 2-2X4 1 211 132 3' 2-2X4 2 41 ro 195 4' 2-2X4 2 554 264 51 2-2X4 3 693 330 ro 2-2X6 3 531 396 11 2-2X& 3 C310 462 a 2-2X12 3 1,100 520 9' 3-2XIO 3 1,241 594 10, 3-2X12 4 1,365 660 1V 4-2X10 4 1,524 126 WALL OPENINGS - HEADERS IN LOAD5EARING WALLS ---- - _-- -- _ -�-- ...- -- Pi DOUBLE HEADER - FULL II� HEIGHT III jh STUD Ml #� DOUBLE JACK STUD II ' WINDOW SILL PLATE` ................. ............. :I iv STUDS AND HEADERS AROUND WALL OPENINGS DATE REVISION DRAWN 5Y PAGE SCALE — w':�;I wwJBNOMEDEslaivae�'c(om14-28-23 # lie1*OF511/4'_-1-0qne 1 2 3 4 5 6 -1 5 5 10 11 12 13 14 15 I6 LU 1 (1) PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE VERIFY DEPTH, LOCAL BUILDING CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN s SIZE P.O. BOX 285 rW$,J 494-9534 ® 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. U/EST BAR?NST.ABLB MA. 02668