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Home My WebLink About7 Fresh Brook Rd plan 10BADERA ENGINEERING, L.L.C. (F'1�'..X� 1l•1 u:-, ", ;'fi:_ ��'•rA}"tf c}/i..M, yl'' ,J�j�- * ? _ A .. e ! , j r6. �1 , Ali �ajf �'F.-ry1:'� `�-,�.,.a -:� �r ' iT� � �'� 8`•'• .t. �. _ r• .mf i:� �: tQ�_s '^11y.'�`� R' �i3f'�".� 10 Ch..k Q chew ce 1.1 SCOPE compliance 1.1 SCOPE complian Wind Speed (3-sec. gust)........................................................._................. ..... .... .........110 mph / Wind Speed (3-sec. gust).. ....... . Wind Exposure Category .......... ..... ........................................................................................................_ B tm�' Wind Exposure Category....-..........................................................................................,..........,....... B 11 mph 1.2 APPLICA131LITY 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) i stories < 2 stories 04 Number of Stories (a roof which exceeds $ in 12 slope shalt be considered a story) I stones < 2 stories RoofPitch .................................. ......,........ (Fig ) ................ s 12:12 Hoof Pitch ................. ................. -......................... .......... _- (Fig 2)...,,,....._...................... 5 12.12 Mean Roof Height ........................................... ................ (Fig 2) s�1.:'_'ft <- 33' Mean Roof height .......................... (Fig 2) ...... )I �`ft <_ 3 Building Width, W.......................................... ................ (Fig 3)..........,.................................... fit < n, Building Width, W ...,...;..,.........................,.................... F' 3 .. .................. ..._................ < e 3' Building Length, L......................................... _............... (Fig 3).........,................................•..2�; ft 5 80' t=' Building Length, L..........,.......,................... __.............. (Fig 3) .... ................,... ft < 8 (Fig )... ,eft _80' ✓ Building Aspect Ratio (LlVN).............................................. (Fig 4)............................. __............... !. f� <_ 3:1 Building Aspect Ratio (LIW) ......... .................... ...-.....,, F 4................................... ... ... , r: (Fig )_53:1 Nominal Haight of Tallest Qpening2....... ....................... ... (Fig 4).....,......,...............................,...;•_8"s S'8" Nominal Height of Tallest Opening2....... .......... ................. (Fig 4)............................ ,......... ......... ��' 1.3 FRAlUf NG CONNECTIONS ,+ 1.3 FRAMING CONNECTIONS General compliance with framing connections .................... (Table 2).............. _._.................................. ✓ General compliance with framing connections.................... (Table 2�..... ......................................................... !% 2.1 FOUNDATION 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.. • ................................................:......................................................................... Concrete............................................................ Concrete Masonry ... .... .... Concrete Masonry .............................................................................................-.....................•:.. _ 2.2 ANCHORAGE TO Ff3UNDATION1.3 2.2 ANCHORAGE TO FOt3NDATIE N1,3 5/8" Anchor Botts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only 5/8" Anchor Bolts imbedded or 5i8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing - general ................ (Table 4)................... ... S- in. Batt Spacing - general _........... .-.............. . ... (Table 4)................................ in Bolt Spacing from nt of ate (Fig 5 .......... 4 in,:5 6" -12" ' Bolt Spacing from endCoint of plate ........__ .............. (Fig 5) ............ ...-__........... . _ in.-.<_ 6" -12' p 'rig eridljoi plate ............................ { _g )-..,........,............. Bolt Embedment - concrete...... ....... _ .......... . . _.... (Fig 5)_ .......... ... `�' in i. T, Bolt Embedment - concrete .. (Fig5 ' Bolt Embedment - masonry .................. ................ (Fig 5) ................. ............ f+/br�:= in. z ls5 Bolt Embedment - masonry................................Fi5.............,................,.... = in. ? 7 PlateWasher.........................•.................................... (Fig 5)........... ,......... ,..,,...................,> 3" x 3" x'/." Plate Washer,....,,,................................................... .... (Fig 5) ... > 3„ x 3" x 1/,- 3.1 FLOORS 3.1 FLOORS Floor framing member spans checked ..,......... __.............. (per 780 CMR Chapter 55).................................... Floor framing member spans checked .. ........ .•............ (per 780 CMR Chapter 55) ....._....... ............. Maximum Floor Opening Dimension..... ......... ....... _ .......... (Fig 6)..._.............-------------- .........._ ft:5 12' W Maximum Floor Opening Dimension... ......,...... ...... (Fig 6)................................... ......... •� ft:5 12• Full Height Wall Studs at Floor Openings less than 2' from Exterior Wail (Fig 6).................. ..... Full Height Wail Studs at Floor Openings less than 2' from Exterior Walt Ft 6 .....,,..:............... Maximum Floor Joist Setbacks Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwali,.,......... _.. (Fig 7).......... .... .............. ....................... _ ft 5 d P. Supporting Loadbearing Waits or 5heana+all................ (Fig 7) ....•-................... ft <- d Maximum Cantilevered Floor Joists T Maximum Cantilevered Floor Joists - Supporting Loadbearing Walls or Shearwatl............... (Fig 8).... ........................ .......... .,.,........ - ft S d litSupporting Loadbearing Walls or Shearwatl................ {Fig 8) ................. < d Floor Bracing at Endwalls .................. ................... . ...... (Fig 9)..... .......... ................. ........ ..........--............ � Floor Bracing at Endwaits........... . ....... (Fig 9) ... ..... .......:...',.:...........:.. - r ' ........ `t _ Floor SheathingT (per 780 CMR Chapter 55 R'� Floor Sheathing T .........._ ..... (per 780 CMR Chapter 55).. ..C.t.`...: Type ....-...,._........................................... (p F►t j.......................-....._...... �t'sf � Type .......,....-.......................,.. Floor Sheathing Thickness .................... .....................-....; (per 780 CMR Chapter 55)...........,._„_.-.--. in. E. Floor Sheathing Thickness ........ .............. ................... _..- (per 780 CMR Chapter 55)...... _............. Floor Sheathing Fastening_.. ........... ................................. (Table 2),..-d nails at in edge 1-� in fteld� � - Floor Sheathing Fastening........_.......... Table 2 ... �d nails at ` .-� - '^� ( ) - n - 4.1 WALLS 4.1 MALLS Wall Height Wall Height Loadbearing watts.... ....................... ......................... (Fig 10 and Table 5)...........I........ I...... ft <- 10' Loadbearing wells .... ......... ....,............ _......... :.......... .. (Fig 10 and Table 5)................... ft s 10" Non-Loadbearing wells ................................................ (Fig 10 and Table 5)......................... ft 5 21Y Non-Loadbearing watts.,.........,.........................,......... (Fig 10 and Table 5).......................... ft <_ 20- Wall Stud Spacing .............................................. (Fig10 and Table 5 ................... rn, 5 24" o.c. Wall Stud Spacing r = •-' - )� g........................................................ {Fig 10 and Table 5)................. � ; . in. s 24"' o.c. _ Wall Story Offsets .................................................:: (Figs ? & 8)...........,...........,_..............__. Q fit c d Wall Story Offsets ......................... .......................... {Figs 7 & 8) ... ..... ft SO 4.2 EXTERIOR WALLS3 4.2 EXTERIOR WALLS3 Wood Studs Wood Studs Loadbearingwalls...: Table 5 2x - It ? in, Loadbearing walls ............ ...... ..... .........__.... (Table 5). ....................... 2x - e' ft _ in. ...__.. .. ............ ( )...........,.,...,....... _ ? Non-Loadbearing walls ...................... ....... (Table 5)............................. 2x - = ft _14 in. Non-Loadbearing watts ............................................ (Table 5)............................. 2x - ft .� Gable End Wall Bracing I / Gable End Wall Bracing I - Full Height Endwait Studs......................... ... V Full Height Endwall Studs ...... ......................... _ - • . (Fig 10) ............................. g ............:... {Fig 10}......_....................................,.............. g P r > WSP Attic Floor Length ........:.................................... (Fig 11)...................._................,...... fit _W/3 WSP Attic Floor Length ........ ........... ...... .......... (Fig 11)...:.................................. It >_W13 Gypsum Ceiling Length (i€ WSP not used) .................. (Fig 11)... _ ........... __ ....................... ft ? 0.9W Gypsum Ceiling Length (if WSP not used)...... ..... .... . (Fig 11)........................ -ftz0.9W 3; and 2 x 4 Continuous Lateral Brace @ 6ft. o.c... (Fig 11).. .. ................ .. ___ .............. ... ? and 2 x 4 Continuous Lateral Brace @ 6 ft, o.c... (Fig 11)......... ,............. ...... ..... .......__.,......... p° or 1 x 3 ceiling furring strips @ 16' spacing loin. with 2 x 4 blocking @ 4 ft spacing in end joist or truss bays or 1 x 3 ceiling furring strips @ 16" spacing min. with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Double Top Plate Splice Length ...................................................... (Fig 13 and Table 6)........................... :........ q ft V/ Splice Length .............. ,........................................ (Fig 13 and Table 6)....... ........... ,,................. `� #t Splice Connection (no. of 16d common nails) ............. (Table 6)............ .................. .... ........... ..,...... >� Splice Connection (no. of 16d common nails) ....,........ {Table 6)......,...................................,.............- 7 �4`'i,.�r� Y... r7` jf :� r. „- ,;'�' 9^ ...:z�r.. ,"i'r4'._ p`" ..�✓ k1,4Z-"i°:•`,`:.'`�6:,.??.t 9F,, AMP d1 „� .,,' "a ff �."'frn'.'' �'�'' yt°`'+?':; ' :IFS �4-.. ->< iF' ? ' a Loadbearing Watt Connections /� Loadbearing Wall Connections Lateral (no. of 16d common nails) ......... ........ ,........ .... (Tables 7)................._............ Z Lateral (no. of 16d common nails) .......... ...... ... ......._... (Tables 7)........................ ....... ................. .._.. L Non-Loadbearing Wall Connections � Non-Loadbearing Wail Connections Lateral (no. of 16d common nails) .............. ., -. { ) Lateral no. of 16d common nails ..................... } ............. Table S......................._........................,_..._. �' { ) ......... (fable 8_...,.........._.........,.....__._..............---•-.. Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) � Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ft 0 in. s 11' Header Spans {Table 9 ..................:.............. a ft < F c p (Table 9}....................... -,..........,..................... } _ in. _ 11' Sill Plate Spans .................. .......... ............. (Table 9)..........................,.. ey'J is 0 in. < 11' Sill Plate Spans able 9}.....:...... .- ........, .. fit in. s 11` (T .. _ .. g� Furl Height Studs o t 4 d n . of studs) ............. Table 9 ....................:...... -•: Full Height Studs (no. of studs) ................................... (Tables)......,...,.........,...,.,......,.....,.,.............. 3 � g ( )..., ...... ,,.... ( ) , ........,.......,......,. Non -Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Non -Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans........... ..................................... (Table 9)............................ . 3 ft 0 in. s 12' ;e'° , Header Spans............................................,............... (Table 9).................................. eft in. 5 12' Sill Plate a ... _ Sift Plate Spans .................... -....=......... ....... ..... .... . (fable 3)....................... ..... .... � fit •"� in. s � � t Spans ................. .... ..........-.... . (Table 9)..._...... ....... ..... ........... � ft in, s 12" Full height Studs (no. of studs) ............. ( ) Furl Height Studs (no. of studs) ._.....:................-. _•. (Table 9}.............. _.. `.: Table 8 ................... ............................... i ........... . � Exterior Wail Sheathing to Resist Uplift and Shear Simultaneously° Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension, W = Minimum Building Dimension, W � hforriirral f< Height o Tallest {} Nominal Height of Tallest Opening' .................... ...... ....... ........................... ........... .r t _ 6'8" �g i�....................................., ..,......._,_........,.....,.......; � _ 6,8" Sheathing T..............i Sheathing Type . .......................................:.... Hate 4 z_ 9 Type ............................... (note 4),.....,.,,,................,....................._..,. z CL?�C { ).............................. 1 ors Edge Nail Spacing Edge Nail Spacing ...................................... (Table 10 or note 4 if Less ....................... " :<= in g p g......... ........................... (Table 10 or note 4 if less) ................_...... �/� in. ) akin Field Nail S in, r Field Nail Spacing ........................................ (Table 10)............................................ t Z. in. Spacing.... ..........,..............................(Table 10)....................... Shear Connection (no. of 16d common nails) (Table 10)....................................................... Shear Connection (no. of 16d common nails}(Table 10},....,...,........,...............................,..,... -� Percent Full -Height Sheathingo Percent Futi-Height Sheathing. ................... (Table 10)_.......... ..._........... .._ ...................... ...... Table t0.,,.........................._........_......- ---•�� to rg ............... . . ( ) - 5% Additional Sheathing for Wall with Q 5% Additional Sheathing for Wail with Opening > 6W (Design Concepts) .................. i� g Opening ? 6'$" (Design Goncepfs}..,................:. r Maximum Building Dimension, L Maximum Building Dimension, L 2 2 Nominal Height of < Tallest O enin _.... .... Nominal Height of Tallest Opening......................................................................... fo _ g'g" ><% r9 P g • - ....... _ 6 -' e Sheathing T s-.-�" n0#8 4 n Sheathing 'type ............................................. (note 4)........... ........... . ................. .............. t.5'�� ." {�>< rig Yam { ) ...- .......,.............. ,..,.,,.....,........ , . f .. Edge Nail Spacing ........... able 11 or note 4 if less ' in. Edge Nail Spacing-_ .... .......................... (Table 11 or note 4 if less)., ..... .... _.....:.... tQ_ in. xJ .... ......... Field Nail Spacing ...... Table 11 ... Field Nail Spacing g.. Table 11 l�7-+n. � pa g................................ {)..............,-...,.......,.........,..... ,.1 Shear Connection (no. of 16d common nails)(Table 11).. ? -7 Shear Connection (no, of 16d common nails)(Table 11)....................................................... �{ Percent Full -Height Sheathing (Table ) q/o Percent Full -Frei ht Sheathing......._ able 11 ................................................ g g ................. ( ble 1i...................._.._...................._. 9 g,......_........ C{ ) 5% Additional Sheathing for Wall with Opening > 6'8" (Design Concepts).. ° Watt Cladding 5°Jo Additional Sheathing for Wall with Opening > 68" (Design Concepts) ...... Wind ............ Wall Cladding .. / Rated for nd Speed?. .......................................... f Rated for Wind Speed? ............. 5.1 ROOFS 5.1 ROOFS Roof framing member spans checked? ..................... For ( p ) °� Roof framing member spans checked?.............. ..... (For Rafters use AWC Span Tool, see BBRS Website)_ Rafters use AWC Span Tool, see BBRS Website •.,, ,- •„•„ (Figure 19 (fit _ smaller of 2' or L!3 �' Roof Overhang .................................................. (Figure 19) ........... i ft s smaller of 2' or L13 Roof Overhang ................................... { g ) .........,.. _ < Truss or Rafter Connections at Loadbearing Walls Truss or Rafter Connections at Loadbearing Malls Proprietary Connectors _ r f Proprietary Connectors 7 _f , Uplift ...................................... ....... Table 12....................................... U= �'= r 1 . Uplift.................-......,........-............ able 12 U- cif s% Pt ( ) p f {T)...................................... , . Lateral........................................... able 12........,......................-............' _'�,a if Lateral ................. ......... ............. ..... (Table 12).......... ............ ...................... L=� p:f {T ) P Shear......................._..................{Tablel2).........,.,.................................S==p,f Shear ................. _........... ,............ .. (Table l2)................ .._...... .................. 5= F <'plf Ridge Strap Connections, if collar ties not used per page 24... Table 13 T= 20' o" � Ridge Strap Connections, if collar ties not used per page 21,.. (Table 13).............................T=Z' ptf 9 p p 9 ( ).............................. Gable Rake Outtooker.............................•..__.. _ P ig ure 20 ? ft s smaller of 2' or L'2 _7 Gable Rake Outtooker ................................... ..... (Figure 20) ............ 0 ft:5 smaller of 2' or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Truss or Rafter Connections at Non-Loadbearing Wails Proprietary Connectors Proprietary Connectors Uplift .............. ..... . (Table 14) ............................... = "� Uplift- ......... _ ., ..... Table 14............. ..- ...... ,....,........... U= Lateral (no. of 16d common nails)... (Table 14). ..... ........... ....... ..... ..... ..L = D ib. r r . Lateral (no. of 16d common nails)._. (Table 14)........... ....... ,....... .........L lb. - Roof Sheathing T i� '�' Roof Sheathing Type _ .......................................... (per 780 CMR Chapters 58 and 59) .. _:.:. - 9 ype.....,........................-.--_............... (per 780 CMR Chapters 58 an 59) ... tom.,.: c Roof Sheathing Thickness.. ..... ......... .,,............. .... ` in. >_ 7/16" WSP Roof Sheathing Thickness .............................................. ...,.......... in. ? 7 16" WSP Roof SheathingFastening Table 2 k Root Sheathing Fastening...... ..............._................... (Table 2).......... .....,...............,....... ...... ..; g......... ............__. ....... ( ). .............. ........ .........:�:. - Notes: - Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR 5301.2.1.1 Item 1_ ff the checklist is met in its entirety then the following metal straps and hold downs are not 780 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 110 mph Guide: required per the WFCM 110 mph Guider a. Steel Straps per Figure 5 a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 c. Uplift Straps per Figure 14 Figure 17 Fi per s d. All Straps per Figure 17 d. All Straps p g e. Corner Stud Hold Downs per Figure 18a and Figure 18b e. Comer Stud Hold Downs per Figure IBa and Figure 18b 2. E cceptiom Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full -height sheathing 2. Exception: Opening heights of up to 8 ft. shall be ,permitted when 5% is added to the percent full -height sheathing requirements shown in Tables 10 and 11. requirements shown in Tables 10 and 11, 3, The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated #2-grade. 3 The bottom silk date in exterior walls shall be a minimum 2 in. nominal thickness pressure treated #2-grade. 1 S 3.0 WOOD FRAME CONSTRUCTION MANUAL (WFCM) CHECKLIST (GARAGE) 2 S 3.0 WOOD FRAME CONSTRUCTION MANUAL (WFCM) CHECKLIST (GARAGE) A WC Guide to Wood Construction in. High Wn-�d Areas: 110 r7rph WmA Zorre NTassacTlase-tts Che.ckh'stfor Compbance(7e0CMR 533012.1I)t 4 a From Tables 10 and 11 and location of wall sheathing and Budding Aspect Ratio, determine Percent Full -Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16' and be installed as follows- i Panels shall be installed with strength axis parallel to studs a All horizontal joints shall occur over and be nailed to framing. ui On single story construction, panels shall be attached to bottom plates and top member of the double top plate. IV On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing v Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below Vertical and Horizontal Nailing for Panel Attachment 3 S 3.0 - V441�N THO EDGE FMTS oN FRAMING USE Ww;as M' I 4 < ' C " Q " 4 41 LU isIt 1j 11 , OCh}BL 633E 'Nw1L5PACRVG See D& ail on Next Page Vertical and Horizontal Nailing For Panel Attachment AWC Guide to Wood Construction tn. High Wind Areas. 110 nrph Wind Zone Massacbusetts Checkhst for Compliance (780 CMR 53012.1.j)t ¢7P a� z a t; W F RAhdIRFG MEN'-6 EDGE dDU1TE 1 1 - 1 1 &Y T f , 1 N r s- miry. 1--------- _ ------ p1A5LPA7-r13'�N 1 PANEL FAMP EDGE �` OOUBLE uA L MG£ SPAC:NG DErAL Derail Vertical and Horizontal Nailing for Panel Attachment - WOOD FRAME CONSTRUCTION MANUAL (WFCM) CHECKLIST (NAILING DETAILS) CONTRACTOR TO REFER TO ARCHITECTURAL PLANS PREPARED BY PETER MCDONALD ARCHITECT, DATED 11-30-2021, FOR "DAVIS RESIDENCE", 7 FRESH BROOK ROAD, SO. YARMOUTH, MA, FOR ALL ARCHITECTURAL INFORMATION, BUILDING DIMENSIONS, ELEVATIONS, SECTIONS, WALL LOCATIONS, WINDOW AND DOOR LOCATIONS AND TYPES, FINISHES, AND ALL INFORMATION NOT SHOWN. "PERMIT SET 12-14-202191 I P.O. BOX 251 So. ORLEANS, MA 02662 PH:(508)-776-6804 email: jasbadera@gmaii.com JAMES A. ADERA, JR. CIVIL No. 41715 12-15-2021 THESE PROJECT DRAWINGS, INCLUDING THE NOTES AND DETAILS, ARE THE SOLE PROPERTY OF BADERA ENGINEERING, L.L.C. ANY USE WITHOUT PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. OCOPYRIGHT - BADERA ENGINEERING, L.L.C. MAP ID: 58/148/// No. REVISION/ISSUE DATE DRAWING SHEET NAME: W.F.C.M. CHECKLISTS (GARAGE AND ADDITIONS) PROJECT No. 2021-035 DATE: 12/01 /2021 SCALE: Y4 11 = 1 1-011 SHEET NO. S3.0 3 OF: 4