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HomeMy WebLinkAboutBLD-19-490 1.., w ts- 00011b PHILBROOK ENGINEERING&CONSTRUCTION 107 BEACH STREET Project KANE Oversize Garage ' DENNIS,MA 02638 Protect No: P18-36 1-508-385-8682 Date: 21 July 2018 Revised;11 August 2018 BUILDING LAYOUTS o Foundation 6 Plan Layout Review - 5 May 2017 - Matt Kane - Homeowner ""Wood Frame Const. Manual 1-2 Family - Chp 3; Prescriptive Method for 110 MPH Exp. B UON USING Single Zone Structure o Layout Design Zones 6 Mean Roof Heights Length Width Story Mrh Zone 1; Garage (separate) 30 28 1 12 o Assign Aspect Ratios - 2 Ways L/W W/ R E C E R 17 1,.,!!- D Zone 1; Garage (separate) 1.07 0.9 --__,___ ty o Determine Primary Method of Design by Zone 6 Note Special Conditions AUGone 1; Garage (separate) - WFCM 162 Prescriptive Chp. 3 /; 1 a_. 2018 Special Conditions; None Required o Determine Anchor Bolt Type, Number 6 Spacings 6uILUING CCR;RTMLNT Prescriptive Figure 5 - WFCM 110 mph Guide (pg. 9) By Story Length Bolts Width Holts Zone 1; Garage (inscribed) 1 30 15 28 6 or 13 Total No. of 5/8" bolts - 49 w/ simile sill 6 Simpson BP%-3 Hearin° Plates o Define Shear Lines - Roof, Ceiling 6 Flr - Prescriptive Tables 3.17A 6 3.17E WFCM Manual Height Ratio Wind Req. Len Eff. Len Zone 1; Garage (separate) 96" 31:1 perp 4.7 6 (frnt) Required Length based on FINISHED (27") perp 4.7 8 (rear) inside w/ Tbl. 3.17 multiplier (m m 1.01 pard 3.8 8 (left) parll 3.8 8 (rght) SW-1 Standard Shearwall; 7/16"+ CDX/OSB w/ 8d ring-shank 6 6" o/c and solid blocked seams w/ 1/2" GWB/plasterboard on inside. 10" o/c Field nailing o Construction 6 Framing Notes: Sheet KEY K/J - Window or Door KING / JACK stud requirement IofI 1. Wind-wash blocks between each rafter/truss seat along top of wall 2. Rafter Ties; Simpson 81 Hurricane Ties each end of each truss tail to plate 3. Anchor Bolts; 5/8"x 12" bolts for double plates 8 24" o/c. OK to let-in to the top sillplate 4. Anchor Bolts (Front Wall); Minimum 3 bolts each side panel o Construction 6 Foundation Notes: Sheet 5. Re-set Strip Footings to 10"x 18" lineal concrete Iof1 ' 6. Reduce wall thickness from 10" to 8"truss tail to plate revised 7. Add 1 ea #4 continuous top rebar around full height wall sections. OK to break at overhead garage door drop only 8. Stop strip footing - 2'0" from shallow breezeway slab 6 block curb wall 9. Reduced depth 8" concrete wall extension. Provide noted #4 top rebar from #7 above and add another #4 bar at the bottom of the extension. This rebar runs the full length of the extension and then at least another 2'+ into the regular height wall section �,SH OF Ryes t' T VARNUM GN\ PHILBROOK MECHANICAL ", o No.306900 • I•"/,/ vs- i�� - a aro• 1 r�i� TOWN OFITIZMOJTH • A CERTIFIED AS BUILT IS REQUIRED REv w6ra m RcweAHcRxucoceoxeEu • n / 1--_"�. INCE FIIMV"'Jf:Or�..ASS"M:5 DOM PF.LCVE THE • • /'y I Mr taiBEFORE FINAL INSPECTION Ao ANTFRomTHEREaroHsrennrunsMar �� ]' . Min.1'6" M7E�-tS-1& o _ ®� :;r BUILDING•;FICIAL�- 1 SSGG�� �If I I ! APPLICANTS COPY .�" N414:1'aald44.1iwsaul. . __ r -4 Willi © w 1 ''FDzoR...-tiCna y1'-.- 1 _ -re o.tF.d.lr '.� ``' -ZED. --a:14 A A .b 1 '?oocths¢6. Mt& arca- I .�•�ril > Iga ,��' C aQld.L /::6° 6 'Aiz IacuL he LLleitm. o l°Jl°' �'� 1� • M et Daae, 9'NOcIAs R-49 �' 1� dwrq a a R - a "� - 1 4„,,,,,,. ay 4/g Ftemot. vlewr'ka 4v $.t{tyf p. �" I I .=.�-ITciISd --la— .••' Q , _Wwos+S-. _ - 11 I1 ..pit iuLsaymtsSAN S> II it .-to--"Rot. s 1 — �1 1=1 L: . I::S�C�L"- �t7L7e� 114-44 Arc; _...- IT . .. r.w G?tsa "Lyi I 7 m rZa.r..an, `.I I T --- i - . , . J.,. _) ..„, _ I 1E11 / eill 011 ' Maur-.Shwe.tes: ' I e�- 3,y Thy, Z41. • r 1_, --Lu1iu44afi--- _.-:_-11- '�i— v ec tip aro i --`in-ea.ii — L' su. !Ivtir2,i I .. - v I I � r— it---ter— 111 i it �1 r I I - --l�:b / ® --EY,Is1rm; TtooR Pu,tl -.t... d ` • { �, ;�- Mio,•t.T sa. oas • ® • 51t —, rinW eauT cr - '" s • -- 3 I► '77--("" o .r� T6 nA+YG( .. K •, ie TL. ._ ^rL eah. t-.+w •r'... .. -IfLt/' eaq.L _- ._ - .- • 8"COOL re >l luswt, 6_ Iletri* f ' W _ �� • Found Wail I ,_ iA �- i� ,/! T �/' I�-'y� - -10"z 1'6"Cont Fooling 5. - _ - e-i . 1 / . I "4[ LLLL — • © ' CLD Setie 6,nn...sIII .. "�"-' _ I - ` ....-�. I l .'— L-- _'NAW APflQ t4-a" , ! .4 .n.,,,,,, E,.tJd o.I - le 72.125. '--' A -`r esnt11J4uc1.sa To 4.:VkwS . ,�IL9 EigliCal'+itr'' DATE REVISIONS ;" - 1 P18- t 'c , ,>t414.�- . —___ riot Beech Street a ;'. - - _ �'�' MAR 08 2018 g Dennis,MA 02636 to"x 18" --n,.q 'o2yi`� sq � 60 86-8862 ©© __ _ _ _ ` • HEALTH DEPT. . 3: /-�A kIWdD '7 ? T VARNUM-. N +�, I S. /AAloui A-1'!. oPHILBROOIF eIwa yylef ♦nrwoHiv.rx r.><iwr.enwre lMwa Ma �,u MECHANICAL "i 1 PHABROOx VARNIIII ', M' 9 �I • ••*a Dr" .wrr ovBo DATE SCALE DRAWING NO. •o No.30690 - MlcMM11CKu. -` "s -. -- --- er r ,90 9F, O Wim' o txsossv _ %7 ° .o,.... --•---,%' °L- . I c:- 1 •d "--.-- 4'IS 0as •v. S e i .v�'v ONO AY.e..a:...• • J08 NO. I _7,5,-,7_ -y/ " 3 22w11140r // -Win!: :>aP/. RA! 1.1 40-G 7019