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HomeMy WebLinkAboutAS-BUILT SURVEYCertification for Design Load Comahance 1. DESIGN CODE: Florida W IPIWt?" code 2017 Edition w/20_ supplements using ASCE 7.10 2. Structure Design is: _ Enclosed _ Partially Enclosed _� Open Building 3. Risk Category: _I )L ll 111 _P IV Exposure Category: ' BZ_C _D Adjustment coefficient trr 4. Design Wind Velocity f 9 mph,ASO _LRFD End Zone Width Ar ft. 5. Mean Roof Height:ILft. Roof Pitch: 1�:12 Parapet _ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ '5b 1 MRH (worst case) Zone 1:-31+`I Zone 2r1116tZone 34,1 Zone 4:-3i3 <i Zone 6: 4-1 Garage: AVA- 7. Design Loads: Floor: W& PSF Roof/Dead 14 — PSF Roof/Live L*_ PSF Balcony: _PSF Dock: _PSF Deck: _ PSF Stairs: `PSSF Fence: _ PSF Railing: _ PSF 8. Were Shear Walls Considered for Structure? Z Yes _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? ;&- Yes _Not applicable Explain Why Not: STRUCTURAL NOTES: 1. STRUCTURAL LUMBR TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 80 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3' 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY, 6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE. NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z- MAX COATING OR BETTER. ROOF SHEATHING NAILING,! ZONE INIKII. ZONE PS REMAINING AREA W/8d RING SHANK 0 6" O.0 PERIMETR & 6" O.C. FIELD, ZONE P2 4` X LENGTH W/Sd RING SHANK 0 4" O.0 PERIMETER & 6" O.C. FIELD. ZOr 3 5' X 5' 0 HIP AND S' X LENGTH 0 GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIEL_ NOTES: 19/32" COX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. RODUCT REVIEW UNr 'AYMENT FELT SHALL. BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM.0226. PRODUCr OPENING DESIGN PRODUCT MANUFACTURER MODEUI APPROVAL# GLASS ATTACHMENT METHOD PRESSURES(WORST DESIGN TYPE CASE) PRESSURES ROOF ZONE 1-31.4 -90 POLYGLASS PEELAND FIB N/A SBS-SA BASE, PLY AND SOS -SA, APP-SA, CAP PLY ZONE 2-49.61 STICK 1654.1 ZONE 3 6&9 SYSTEM #WM THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW Adu ArrnvvAL run vac yr rnv iu ua¢u rvn mmamrtv�tunc. incnt, rmmxyr 1nnc PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. oPT1aNAL �o�ir r -� FXTEN bT�/V ��--N-SCIC_1� KOc1F1 rD Co DN BAsf"c ZiltEd�T O JE.� Sa�itr E.�w'���oeRp N�rrrt� �GAc,(frrvS� Mv, wVar- Z7`8 FWSr-tA D �Z?c8 f17WT�S StMPSraa L-057-8 e (&40.G.. (4APAC-64110- V _ �tNB Z rf�eu s yfMPsmN Hlo z�a >,�1�;z ` �`icr�iiirJ Co Pont" CTYP.� arHE.e— srDE SIMItP.IG. hPA[.cr �T.4ff.L SIDrNin w/3•Ifid NArYJir? 6M �S� f%f, Z)Yo ..-- Lr'rP,) e I w Zf rl&A Z4 9 PA» G At wk-J r -T —I ( rL-/&Ot A/DF rC,>Iry I I I 1' 24 5t17?ar�.> 4 ily�, i • � e = .m-It � r..��.+FS Pa�S II(I 3 -o Sc�n©(.� I ✓� .. 6iT'a L L m ARCHITECT Architectonic 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W,ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECI WETMILLER AS -BUILT STALL ST. LUCIE COUNTY, FLORID CLIENT CONSULTANTS REGIE %TION REVISIONS 0 LE �0 ' KEY PLAN JUL 24 ?0'9 ST. Lu- COunry Permitt6-, At)- so it: Yg r. MICHAEL J. SEAL, AIA AR96898 /W7 - O fod S . LUCIE COUNTY BUI ING DIVISION REVIEWED FOR COMPLI' E REVIEWED Y DATE PLANS AND PERMIT MUSYBE KEPT ON ]OE SITE OR NO INSPECTIONS) WILL BE MADI FILE COPY SHEET TITLE / SHEET NUMBER A- or - PROJECT NUMBER I :7 ( C) Co Z DATE