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Home My WebLink About79 Washington Avenue - Sono Tube Layoutf _ d :DRIP Foo ..:..-._.... - Stt.YNb!N*,1 -t.,.. C taK —7 to"LF" Lvr NEAr7�fy EJ �f2 �r v J {r4 F14 ot; £q.UhL - h18°'P4 2x -s Jc;ts-Cg I 4 U _ R•c'si4i..�ukKic�y dr T0—t— -1d 0 I C:BCc-r, - Fp Z�2 .. s��40 050_ ILA�-eoo-r ctm", 't -b 8"-t71ic. CO�.tG iltlT,Ta 504Q KUi>alrj :1A: L°x2,4,,1"'fN kr. COtv�, !'tCr- CUA-E.B.I)hl?.._ 3t31iSOrEftlt��C::1Jt.'+YE4dStQAt �j faA5A: t7 Q1a Crf=>�Y1 �°e _. _:. _ EO' a_t - TOWN Gzz�-'1'�.'RMOUTH REVIEWED FOR MI DiNG M. ZONING CODE COMPLI- ANCE. ERRORS OR OMMiSSIONS DO NOT RELIEVE ) HE APPLICANT FROM [HE RESPGNSiBILITYOF'AS BUILT° •e — v i COMPLIANCE DATE: 7�2/'O r� O 1 { ` Wfi-[ia:; 6FFICIAL ! SLE COPY i SCALE: APPROVED BY: PRAWN BY µ.awe ewcw-v,kwr seeccursn 25 Route 28 DATE: -.&Iv -to REVISED ^s Hyannis, MA ,w,'vw.hiscc.P.A (508)775-2815 DRAWING NUMBER APPLICANT TO COMPLETE & SUBMIT WITH PERMIT APPLICATION AJJX' (,wide to f3%od Construction in High Kind xtreas: 110 nrph (Find Zone ATVC Guide to fllood Construction in Nigh fVind Areas: 110 ruph If1nd Zone Massachusetts Checklist for Compliance(780CIP.53 1.2,1.I)' Massachusetts Checldist for Compliance(780Cr-IR 5301.2.1.1)` Check Loadbearing Wall Connections 7)....-.............-.........-..-..--_.....-._-......_ / Lateral (no. of 16d common nails) ............................... (Tables 1.1 SCOPE Compliance P Non-Loadbearing Wall Connections Wind Speed (3 -sec. gust) .......................................... ............................ ....................... 110 mph 1 Lateral (no. of 16d common nails)-.........-..--...-............ (Table 8) ...................... .................................. _ Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) — Wind Exposure Category.... .................................. B V h r P •n < 11' Header Spans ........................................................ (Table 9)................, ft t =, 1.2 APPLICABILITY Sill Plate Spans ........................................................ (Table 9)................. ft to < 11' Number h Stories (a roof which exceeds .. in 12 slope Roof Pitch shall be considered a story) _stories 5 2 stories Full Height Studs (no. of studs -......... Table 9 ........................................................ 9 )- NG a n (record largest opening but check all openings for compliance (o Tables 9 n -load Bearing Wall Openings (r ) _ ......................................................h................(Fig Mean Roof Height........................................................(Fig Building Width, W 2) ....... .... ............... 2)........... ........................ .... ,. It 1212 . r! ft 5 33. �- S• - --... (Table 9 ....-.-........ ft in. 5 12' pa) Header Spans- — Sill Plate Spans........................................................... (Table 9).......-..-.-.... ft In < 12" — ........................................................(Fig Building Length, L ....................... ......:............................(Fi 3)..................................... 3 g j _ d ft 5 80, t' ft 580' V ..... ...... Full Height Studs (no. of studs)...-........ (Table 9)................. ..... ... ° _ BuildingAspect Ratio LAN P (LAN) .....................................(i .........................._....._..... F 4 .. ..........._ i ,. " s 3:1 x to Resist Uplift u y E Wall SheathingR s' and Shear Simultaneo sl tenor a Nominal Height of Tallest Opening 2 ......... .. .............. _(Fig4 ...... --............... ) 5 6'8' Minimum Building Dimension, W 2 Height. Tallest Opening:_56'8" Nominal of ............................_.-.-.....-..........-........ ..::. 1.3 FRAMING CONNECTIONS Sheathing Type _ ........................................... (note 4)---.........-.................-.....� * 6, ;x 1/ General compliance with framing connections ..................(Table 2)..................................................- �/ '' ^ Ed a Nail Spacing ........................... Table 10 or note 4 if less ....... _ in. is 9 P 9.. ( ) .-..-..._. — .,:, �- Fiald.Naif Spacing.. ,..._.--.--....:-...........(Table 10)..........._...---.-_-.-.-..,.-..-..-...... ....._in._- 2.1 FOUNDATION "_' Shear Connection (no. of 16d common nails)(Tagte 10) ........................................................ Foundation Walls meeting requirements of 780 CMR 5404.1 0 Percent Full -Height Sheathing ...................... (Table 10) .................................................. .. .' /° Concrete 5% Additional Sheathing for Wall with Opening > 6'8" (Design Concepts)................-. �•- - ....................................................................... Concrete Mason Masonry ................................................................................ . ..................................................... t_-_ — Maximum Building Dimension, L z NommalHeightofTailestOpening.-..---___....................................•-•--.. ....::,...' 56'8" 2.2 ANCHORAGE TO FOUNDATION sf Sheathing Type ............................................ (note 4) ...... ................................................ _ 5/8" Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Edge Nal(Spacing acin ......-_............... (Table 11 or note 4 if less ............--.-..-....— in. `L 9 P 9"""•---'-•'-•' ( } Bolt Spacing –general ............... P 9 -9 .........................i fable 4).......-.........................-.- in. t.' F - = Field Nail Spacing Table 11 ................................................. in. — Bolt Spacing from endCoint of plate -.......... - ....._...... (Fig 5) ..:........... ...................-- in. 556"– 12' — - Shear Connection (no- of 16d common nails)(Table 11) ....................................................... ' BoltEmbedment- concrete....................................._(FigS}......_..._:._.......-..-....------.... in.27" i�:: Percent Full -Height Sheathing Table 11..-.-......-..-,--------,------.............,f:�J.-`>..% 9 9,............ ... - Bolt Embedment - masonry ......................................(Fig 5) .......................... ..........-.-... -- m. a 15. ,. - 5%Additional Sheathing for Wall with Opening > 6'8" (Design Concepts) 9 P )_................. Plate Washer..............................:...........................(Fig 5).....................-..----.-........-.._.2 3" x 3" x'/.' t— ri... Wall Cladding i Rated for Wind Speed? .............................................................................................................................. 3.1 FLOORS Floor framing member spans checked .............................(per Maximum Floor Opening Dimension ... ............................(Fig 780 CMR Chapter 55) .................................. 6).....-,............_..........-.._............ ft 512' _� 5.1 ROOFS Roof framing member spans checked?.._................... (For Rafters use AWC Span Tool, see BBRS Website) na '` t-^/ Full Height Wall Studs Floor Openings less than 2' from Exterior Wall (Fig 6) ....................................... __; '% ............................................... g )...--...-t..._ ft:5 smaller of Tor U3 Roof Overhang(Figure 19 1f Maximum Floor Joist Setbacks et — Truss or Rafter Connections at Loadbearing Walls Supporting Loadbearing Walls or Shearwall...............(Fig 7)...... :...................-.............. ft s d (' _.I Proprietary Connectors -olf Maximum Cantilevered Floor Joists — UPI& .......... .................................... (Table 12).-...--.-...-....--..-..--..----.-.......... U:e: , Supporting Loadbearing Walls or Sheannrall............ (Fig 8) ... ....................--..........._.........._ ft s d A ; Lateral............................................. (Table 12).._................................._...---L=-plf Floor Bracing at Endwalls......... ........................................ (Fig 9).-...--..-....-................- - ;, Shear ...-.-.........-......-.......-.--..-_.---- (Table 12)....-............-...........................S=_ pit ' Floor Sheathing Type ..................................... ................(per 780 CMR Chapter 55)-........... i collar ties not used per page 21... able 13 _...._--------------------_T If Ridge Strap Connections, f co p p g (T ) —p '•' _ Floor Sheathing Thickness .............................................(per 780 CMR Chapter 55)............ ....... i_` in. Gable Rake Outlooker......................................... (Figure 20) ............. _ ft 5 smatter of 2' or U2 Floor Sheathing Fastening ................................................(Table 2).. _d Waits at in edge t _ in field ii Truss or Rafter Connections at Non-Loadbearing Walls 4.1 WALLS q . y :: -. Proprietary Connectors UP , L:' ...... ........................................ (Table;:4)............................................ U= _✓ _ Ib. t� Wall Heights Lateral (no. of 16d common nails)..(Table 14) ......................................L =, Ib- r ' .................................. Loadbearingwalls :... ....--. Non Lwatibeaci ag:w kfs-...-......._....-.... .......... -...... . (Fig 10 and Table 5 ( 9 )......_..... (F 10 and Table 5) ..................... . .......:-:`- ft 510' ft 520' pf f - Roof Sheathing Type ..............._-.-----.....-......-.--..-.-...... (per T80 CMR Chapters 58 and 59) ....-..-.... Reof Sheathing Thickness...........................................„ :._...----....... Wim.>_7d16"WSP _,. . Wall Stud Spacing.... ................................................. (Fig 10 and Table 5).................. ... tyz in. 524' o.c- Roof Sheathing Fastening ............ Table 2)- _....,................................................._ Wali Story/GEifsets ------ ............. .(Figs 7 & 8).......-...... .......................... .. ft < d Notes: _ 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of - 4.2 EXTERIOR EXTERIOR WALLS3 - 780 CMR 5301.2-1.1 -Item 1. If the checklist is met in its entiretythen the following metal straps and hold downs are not - Wood required per the W FCM 110 mph Guide: Loadbearing Walls ..................................................... (Table,5) ! ° r ...2x t/ -L10 in.f `` a. Steel Straps per Figure 5 Non-Loadbearing walls_............................................(Table5)...Axl;(°sl...-.....2x_ —fit - ft in. b, 20 Gage Straps per Figure 11 Gable End Wall Bracing' —� c. Uplift Straps per Figure 14 I Full Height Endwall Studs ................:........................(Fig 10) ............................................................. d. All Straps per Figure 17 .. t WSP Attic Floor Length .......................................... _(Fig 11) .......... __............................. ft 2W/3 \ /$ e. Comer Stud Hold Downs per F gure 183 and Figure 18b Gypsum Ceiling Length (if WSP not used)................(Fig 11)...-.........-...-..-..........-.......-. ft a 0 9W —� 1 2- Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full -height sheathing and 2 x 4 Continuous Lateral Brace @ 6 ft. o.e-.. (Fig 11) .................. _ ...-..-- t x requirements shown in Tables 10 and 11. or 1 x 3 ceiling furring strips @ 16' spacing min. - with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays `/ 3- The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated 92 -grade- Double Top Plate - -. Splice Length .. ....................................................(Fig 13 and Table 6) :- :. ft Splice Connection (no- of 16d common nails) (Table 6) ............................................ s��40 050_ ILA�-eoo-r ctm", 't -b 8"-t71ic. CO�.tG iltlT,Ta 504Q KUi>alrj :1A: L°x2,4,,1"'fN kr. COtv�, !'tCr- CUA-E.B.I)hl?.._ 3t31iSOrEftlt��C::1Jt.'+YE4dStQAt �j faA5A: t7 Q1a Crf=>�Y1 �°e _. _:. _ EO' a_t - TOWN Gzz�-'1'�.'RMOUTH REVIEWED FOR MI DiNG M. ZONING CODE COMPLI- ANCE. ERRORS OR OMMiSSIONS DO NOT RELIEVE ) HE APPLICANT FROM [HE RESPGNSiBILITYOF'AS BUILT° •e — v i COMPLIANCE DATE: 7�2/'O r� O 1 { ` Wfi-[ia:; 6FFICIAL ! SLE COPY i SCALE: APPROVED BY: PRAWN BY µ.awe ewcw-v,kwr seeccursn 25 Route 28 DATE: -.&Iv -to REVISED ^s Hyannis, MA ,w,'vw.hiscc.P.A (508)775-2815 DRAWING NUMBER I s��40 050_ ILA�-eoo-r ctm", 't -b 8"-t71ic. CO�.tG iltlT,Ta 504Q KUi>alrj :1A: L°x2,4,,1"'fN kr. COtv�, !'tCr- CUA-E.B.I)hl?.._ 3t31iSOrEftlt��C::1Jt.'+YE4dStQAt �j faA5A: t7 Q1a Crf=>�Y1 �°e _. _:. _ EO' a_t - TOWN Gzz�-'1'�.'RMOUTH REVIEWED FOR MI DiNG M. ZONING CODE COMPLI- ANCE. ERRORS OR OMMiSSIONS DO NOT RELIEVE ) HE APPLICANT FROM [HE RESPGNSiBILITYOF'AS BUILT° •e — v i COMPLIANCE DATE: 7�2/'O r� O 1 { ` Wfi-[ia:; 6FFICIAL ! SLE COPY i SCALE: APPROVED BY: PRAWN BY µ.awe ewcw-v,kwr seeccursn 25 Route 28 DATE: -.&Iv -to REVISED ^s Hyannis, MA ,w,'vw.hiscc.P.A (508)775-2815 DRAWING NUMBER