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HomeMy WebLinkAboutFRAMING PLAN-57 x 15 sTe-r-L. T-F s — --7 I O 16 6 1 ol 0 1 O I i ITI 21c. V"L �nCFi Spat;':. or- Piutic� o I e O tdl'(zi 5w vif TM R-4 g6LT� tjlx h Y '/ Ac 1-{ etF Sot-T&i S E CTl C) tJ aOCK- Prl.rr-5 Go VATM ar/-> 6 I{ ,�1{3otS�or'1 ,-"r> Dot `7 (ZYot-r /�l�A(Z Yp- 'Felt 7-7-17— �Ee1�C) f'rQi 7-?Ls .1014T.1 ... ^� 5[rrcPglira r" i?-5 lip k'%t4-Lod r-„4rL� Q it 2Kf2 Cz) s/a"pr rreu �u�� s C ,9:45 pA]CK PI IrNG� V Onclo-1 3/ ,�jIMIPSprJ MTV lZ < I-y e j T /Pgp�i ZAX�°aq `� T 1.- L(o`ca 1`/ W� (:C7 Fc� _ Certification for Design Load Com Hance 1. DESIGN CODE: Florida S��a19 E+ 14 W de 2017 Edition 20 supplements using ASCE 7-10 2, Structure Design Is: __ Enclosed _ Partially Enclosed A. Open Building 3. Risk Category: _4, I ._II _ III _IV Exposure Category: _B _C ,)C ,D Adjustment coefficient fW 7 4, Design Wind Velocity «_mph _ASD _LRFO End Zone Width 4� ft. 5. Mean Roof Height: `�? ft Roof Pitch: �:12 Parapet_ft, I 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. Q 3© 'MRH (worst case) Zone 1:• Pt,Zone 2:-& Zone 3:-)�A_ Zone 4:-Ob Zone 5:° ��Garage: 7. Design Loads! Floor: 6 PSF Roof/Dead:86L PSF Roof/Live �IA PSF Balcony: _PSF Dock: _PSF Deck: EQ_ PSF Stairs: _ PSF Fence: __ PSF Falling: _ PSF 9• Were Shear Walls Considered for Structure``? 4 Yes _Not Applicable Explain Why Not: `CY 9. Is a Continuous Load Path provided?--�es _Not applicable Explain Why Not: 10. Minimum soil bearing pressure 2000 P.S.F. STRUCTURAL NOTES: ALL LUMBER SHALL BE MARINE GRADE PRESSURE TREATED ALL HARDWARE AND FASTENERS SHALL BE HOT DIPPED GALVANIZED OR BETTER ALL STRAPPING SHALL BE HOT DIPPED GALVANIZED OR BETTER STEEL "I" BEAM SHALL BE TREATED (PRIMED AND PAINTED) AS REQUIRED TO PREVENT CORRISION f {'2) 5/' $6 T+iF-U PIT 7-K i z SCANNED BY . im d �°P V�vXE Mp�XP` E c, °®v °os��°G° a I u I — Q,r ZOr Ov fI GOr-6 71--�.__z.Qr O~ I �! sae rlu rA aa. ZC1 r-i3 Z°cY -'R3M ZG ".. Q.. zQ, Q,i Zo °.. C? Lo !S7 'ill al` Ilr . I I I r I I Z431 i/ �LoofZ., PL—Ar� 3�3z `I ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARC H ITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT SAVANELLO DOCK ST. LUCIE COUNTY, FLORIDA CLIENT RECEIVED �l APR 13 2020 Permitting Department St. Lucie County CONSULTANTS i REGISTRATION r k.. .q,® Q) a zb" MIC AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN v SHEET TITLE / SHEET NUMBER NUMBER ZQ:7SOc. IPROJECT DATE 4 A 0 fro" "r