The URL can be used to link to this page

Home My WebLink About37 Turtle Cove Rd plan 4°780 ; STATE BOARDC. l�ICIRP�aULATION s A STANDARDS THE MASsAcHuSETIS STATE BUnDING CODE AWC W W Oo n in High .1X0 rnph !)'ued Zoe Mamnebuseth Checkft for COMPI Mee (780 CUR $305 -1.1)' 0 check Compliance qy SCOPE 8 Wind S (3-sec, gsstj .. .. a 114 rt>IZh Wand....._.......... ................. ABILM 1junjigrof&0(jas (A .,egin 12 bea 1 6 s 12:12 hkaa SofNei ) 14 :� ,- -i ° B W 3) . 165 ✓ I.estgtls, iL ..(FPS ) 26.75 ✓ a.. (4) ✓ ................ 2.1 FOUNDATION Foua&tion Walk mosting_ ire of7W CMR 5404.1 Concrda........ ....... ............ I ..... >......,.., ,.... ,........ CCOC,do.................. .,.......................... . .• 2.2 ANCHORACWTOFOUNDAITONU 4§" Andw Bobs intIedded or IV Papvhvy Mechmucat concrete ORTY (TOW 4) ._..... ...._..._u._ 51 In ✓ i ofphft g ... , .... _ ... 6" in vr- V " IZZ Bolt -. .. ... ... (pig 5) .... .................. 6° im 17 ° (Ft .................. i5 plage W .... . .... (Figs) .................a. z3"x xr,4" 31 FLOOPS � framing spans ohee-k5d . a (par 1 CMR 5S.(10) _ . .. . m Flow0psaing Dimension .......... (Fig 6) .... ..... 2 ft s 112' Pull Height Wadi at FFlow Opanitigs lfim T from Extedor Walt (gtS 6) .......... . . . SuppordnSIAadbeiiat` FlaorJoi# ` ug Waits or ShearwAl . (AS 7) ........ ............ Jo= SuppmftLeadbearing Waits or Mg 8) ... ... ft s tt ....... (fig 9) ..... ... .............. _ .... (per 780 CMR 55.00) . , ...... . .. . .... . .............. , (per 780 CMIR 5SA , ......... M. ............... (Table 2} _8d tails at 6 is edp 1.12 in flew WALLS41 Wan udgbL� .. (Fig 10 and TaaW S) ........... &-o" ft s lu Vj Nonmlcadbeariogwft ............ io and TsbL- 20' WeR .... . , ...... (Fig 14 and Vale 5) .. 16'' in. s 24" o c, ✓ Wall StM Off=...................... (f rW 7 & 8) ................... —ft se, 4.2 O8 W Woad Stads, Loadbesiring walls ... (Tsbic 5) . , . a .... Zx. —6- R -L in. Non4zadbearito walla .... W . .... (Table 5) . , , , .. _ ... Zx.,f -..L ft ,Q it, C" End Waft 11tacingt ............... 0% 10) ..... ... �_. WSPAtdcF1 .... ° (A911) .. , .. —ft aW/3 1 I (1F =t aa4 11) .......... . ...... _..,o ft z 0.9Yir wW2x4CnndnamLawABtm O B fL tic. _ (Pig 11)...... .....>,. ........_... _ ..... oxIx3 cuftfWing sk*&16° 2 x 4 b4ocking@4f2 in end ✓ joivt or tri:;sa bays .......................................................... Doubk ✓ Splint Length . - , , . ....a_ .. a i 442 (. of 16l' sxt nils)gkbto ...... ....... V 1054 780 CUR - Se rail Edition 12/28/07 (Effective 111109) 780 CMR: STATE BOARD OF BTJI7.DII�TCi REGULATIONS AND STANDARDS APPEMICES Loadbearing Wall Connections 2 Lateral (no. of 16d common nails) ....... (Tables 7) .. . . . ............. . a 1/ Non-Loadbeadng Wall Connections 2 ✓ Lateral (no. of lfsd common nails) .... , .... (Table 8) . Lard Bearing Wall Opsaings (record opening but check, all openings for compliance to Table 9) Header Spans ....... . ... . ........ . . (Table 9) .... , .. , _ ..... 6 f t Lin—!5 11' ✓ Sill plate Spans ............ (Table 9) . ............. 6 ft 0 in. s 11° ~/ Pull Height Studs (no. of studs) .. a ........ (Table 9) 3 iron -Load Bearing Wall Openings (record largest Waning brat al<cck all openings for compliance to Table 9 header Spans ....................... . . (Table 9; .. _ ....... _ _ . _L I 0 in. s I2' Sill P1me Spans_.__ . . ...... . ............ (Table 9) ... _ .......... 3 ft 0 in.:5 I2' Full Height Studs (no. of scads) ........... (Table 9) ............ . ..... 3 Exterior WWI Sheathing to Resist Uplift and 9hearS'tmuitaneously' Irlinimurn Building Dimension, W Nominal Height of Tallest Opening ....... . . . ..... _ .. , ............ a . Sheathing Type ....... . .. . ... ....... (note 4) .. . , .. .0 . _ px/OSBa. Edge Nail Spacing . ....... . ......... (Table to or note 4 if less) ........ 4 in. Field Nail Spacing ..... . . ..... . ...... (fable I0) ...... _ . _ .... a .. in. Shear Connections (no. of 16d common nails) (Table ill) .. . .... . ........ ° ..... 3 Percent Full -Height Sheathing .......... (Table 10) ........... . . . . ......... 75 To 5c'a Additional Sheathing for Wall with Opening> 61°a (Design Concepts) ..... , .... , d_ Maxitmun Building Dimension, L Nominal Height of Tallest Opening?.................. . . .. .... , ....... _ $" Sheathing Type ...... . ............... (note 4) _ , .............. _ . , ...CAX/OSB Edge Nail Spacing .... . ... . . ...... ... (Table I I or note 4 if less) ...... , 4 in. Field Nail Spacing ..... _ . (Table 11) ............. _1 .... 2 in. _ 1 Shear Connect -ton (no. of 16d common nails) (Table 11) ........ . ... . .......... 3 percent Full -Height Sheathing ......... (Table 11) .... . ....... . ............33 Flo 5` a Additional Sheathing for Wail with Opening > 6'8" (Design Concepts) ........... _ Wadi Cladding Rated for NVind Speed? ... . .. . ... ......................... . .......... . . . ..... 5.1 KtX)n Roof framing member spans checked? (For Rafters use AWC Span Tool, see 13BRS Website) Roof Overhang . ... ......... . ... . . ..... . .. (Figure 19) ...... 2L ft s smaller of T or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift ............ ..... .. (Table 12) u 303 if Lateral . , ..... _ .. _ . .... .... , (Table 12) _ .... - .. , .. . L= 1741f Shear..,.....,. •....... ..........(Table 12).................. ,. S-37 plf Riche Strap Corw:€ctions, if collar des not used pees page 21(Table 13) . . .... . ...... T- 241 plf Gable Rake Oudooker ... . ................. (Figure 20) ...... _,- ft!. smaller of T or LY2 Truss or Rafter Connections at Non-Loadbeering Walls Proprietary Connectors Uplift ... . ......................... (fable 14) .. _ ........ _ ........ U- 4171b. Lateral (no. of 16d common nails) ....... (Table 14),.... . .............. L=148lb. Roof Sheathing Type . . . . . . . ..... . . . ....... (per 780 CMR 58-M and Eton(Sneathin; Thickness ..... _.. . ................ . . . . . ... . 12 /2 in. a 7116" WSP ` Roof Sheathing Fastening . . . . ........... . .. 'Table 2) .......... I ... , ... , ...... , $c Notes: I, This checklist shell be tnet in its entirety, excluding the specific exception rioted #n 2, to compty with the requirements of?80 CMR 5301.2.1,1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 1 !0 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure I i c. Uplift Straps per Figure 14 d. All Straps per Figure17 e. Corner Stud Hold Downs per Figure I8a and Figure l8b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5°10 is added to the percent fail -height sheathing requirements shown in Tables i0 and 11. 3. The bottom sill piste in exterior walls shall be a minimum 2 in. nominal thickness pressure treated 42-grade: 4, a, IromTables10andIIand locationofwall sheathingandBuilding Aspect Ratio, deternunepercentFull-Height Sheathing and Nail Spacing requirements 12/28/07 (Effective:111/08) 790 CMR - Seventh, Edition It755 ONE-STORY WSP DETAIL FOR COMBINED UPLIFT & SHEAR LU LU O U S� 0 O Z fV W.-,N , I I Uj w 1 1 4 ,1 a FRAMING MEMBER: 1 1 EDGE INTERMEDIA'. , I d MIN u n ---1 � ---- - -+--- --- Ills-- 3" MIN STAGGERED ? NAIL PATTERN PANELEDGE PANEL DOUBLE NAIL EDGE SPACING DETAIL Detail Vertical and Horizontal Nailing for Panel Attachment OPTIONAL TWO ROWS OF 8d NAILS @ 4" O.C. STAGGERED,1 ROW IN EACH PLATE Id NAILS @ 4" O.C. )WS 1/2" APART LTS & V. STEEL (MIN. SIZE) OPTIONAL TWO ROWS OF 8d NAILS @ 4" O.C. STAGGERED IN DOUBLE SILL PLATE 1 ROW IN EACH MEMBER WHEN THIS EDGE RESTS ON FRAMING USE 8d NAILS AT 6" o.o• _r r- = rr = = rr = _T I T- I I II II IJ Id I II li II II 11 II II I1 � II � II II N II II � II II � II I II II Z I I 00 W I°I I°I I z I I0 II II oLL`r2 n I � I,I IJ I II z II II II o II a`� II II W II II II II W II 11 cc II II z II 1 LU 11 I I DOUBLE EDG ^�� + NAIL SPACING PANEL See Detail on Next Page 6d NAILS @ 6" O.C. ALONG PANEL EDGE ORDINARY SHEATHING ORDINARY SHEATHING 8d NAILS @ 12" O.C. IN FIELD OF PANEL ORDINARY SHEATHING Vertical and Horizontal Nailing for Panel Attachment 0 W W a W LL LL r O Z N N ccJa LL jI M L n T Qcco+ 8d NAILS @6"O.C. ----- -- ORDINARY SHEATHING 8d NAILS @ 4" O.C. 8d NAILS @ 12" O.C, ALONG PANEL EDGE IN FIELD OF TOP & BOTTOM PANELS 4I— — — I8d NAILSI l I I I I @ 4" O.C. I,I I II II II U 4 I II II 1 II II II I U II I 11 II II II II I{ II II II II II ri n II II II II I I IVA II II II 1°1 H I II I II I I II II 11 II U Ij II I! tl II II II 11 4'-0" II I I LL HEIG lal I I Ff}NEL WIDTO I I II II 11 II II Il M 11 ri II I°I II II II II II II NO NAILS IN RIM JOIST II II II II II II II II II I II II II II II I I I BLOCKIN� I I II I I I I — II II I°I PI _ I II I I I II II I 1°18d NAILSW 1W I II I I II Ili II II II II II@ 4" O.CII Ili II II II II II II II II II II II II II II I II II II II II II II II II II IW 4'_0" I°I II 11 II I it II LL HEIGHI Id II II I PANEL WIDTji III II II 1 W Il II II II II II II II II II —11 _ _ J.I — _ 11 II 1 = _ _l.l _ - 8d NAILS SILL PLATE @ 4" O.C. — ° z bD64 b' D D b O b P b D D b ° 4 ° .a °� a FOUNDATIONQ ° 'a ° Q ° a n 4 •n � �a D �n v'n v'�a B `n Q �n 4 •a TWO-STORY WSP DETAIL FOR COMBINED UPLIFT & SHEAR M J Q�R U VZcc _ W ''0 2 vJ J � Z � CZ 10 zZ r1\ W W Cr - o- - -o- - - OPTIONAL 0 o TWO ROWS OF 8d NAILS @ 4" O.C. STAGGERED,1 ROW IN EACH PLATE r C ~ N Cn LO C/) (3) ql- U 100 O c CL LO TWO ROWS OF 8d NAILS @ 4" O.G. STAGGERED, 1 ROW IN EACH PLT. Z 8d NAILS @ 4" O.C. ALONG EDGE OF PANEL STAGGERED NAILS AT PANEL EDGES FULL HEIGHT ADJACENT PANEL W es z_ x z a Z LL CIO (/�J Z C� W V W w a W � \„J Z rr w j o 0 9 X 0 O W 11I ,*a.■ ■ `11o=r / W J) Z In W /0 O W \../ rr W 8d NAILS @ 12" O.G. IN FIELD OF PANEL OR TOP PLATE & 2ND FLR. Z O pY+ J I— SOLE PLAT W V cc G 8d NAILS @ 4" O.C, ALONG EDGE OF PANEL STAGGERED NAILS AT PANEL JOINTS 0 0 Cr U_ co 8d NAILS @ 12" O.C, IN FIELD OF PANEL PLAN DATE: 12-8-22 z DRAWN BY: SPB E- z LL W " W a REVISIONS: J J O Q z X n a b U uj � p 0 R SCALE: 1 /4"=1 I-0" 5/8" ANCHOR BOLTS & UNLESS NOTED 3"XTX0.229" GALV. STEEL TPLATE WASHER (MIN. SIZE) @ 16" O.C. o- - c - -o OPTIONAL - - o - - -o - - TWO ROWS OF 8d NAILS @ 4" O.C. DOUBLE SILL STAGGERED IN DOUBLE SILL PLATE PLATE 1 ROW IN EACH MEMBER DI