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HomeMy WebLinkAboutConstruction PlansPRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES (WORST CASE) DOOR ZONE 4 -28.7 -70 MASONITE WOOD EDGE FL# IMPACT W TAPCONS @ 5.5" MAX. O.C, 6" ON CORNERS, ZONE 5 -34.5 INTERNATIONAL STEEL 22513.6 2-1/2" DISTANCE TO EDGE AND I-1/4" MIN. EMBEDMENT THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE 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. NOTE: .STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" D.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN, 1.3i4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS 3/4" MIN. DQOR AND WINDOW BUCK FASTENING H CASE HARD NAILS 12" O.C. WITH THE DOORS EDWT C S 1 X BUCKS SHALL BE ATTACH @ AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-114" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2020 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH Y," X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2020 FLORIDA BUILDING CODE WITH AMENDMENTS. n CCL-Ln,R��tC'f J 7x4 -fez F(-AATC- i I � ,�^'/ P�i',z x4 BOTTOM PLtaTE.. - I ��� po.bi✓ n,S �.,E.G-ec-Tc.b x(gtin� FLOarc, EY.I'�T" ?C.a flcf F00'5.0 7- I a t' P Ka D' h I 3ct�FEt:t" vr� 1 °cam LXu-toed to z P f QL 6 Lj L AT-1 0 N" M t s3 } Cprtlftcation for Design Load QoMyliance 1, DESIGN CODE: Florida ode 2020 Edition w/20_ supplements using ASCE 7.16 2. Structure Design Is: )IC Enclosed —Partially Enclosed_ Open Building 3. Risk Category: _I )("I? —III -„a„ iV Exposure Category: t_B __C ^D Adjustment coeffiolent I t V 4. Design Wind Velocity mph �ASO _LRFD End Zone Width .!�n_R. 5. Mean Roof Haight: LO ft. Roof Pitch:' i12 Parapet _ ft. 6. Components & Cladding Design Pressure. used: (PSF, based on Actual sq. ft @ 30 'MRH (worst case) Zone 1:- —PIA Zone 2:-Olq Zone 3:- 01A Zone 4: off-? Zone 5:- 34��Garage: 7. Design Loads: Floor.�•`L`PSF Roof/Dead:"1 , PSF Roof/Live Wf F Balcony:— PSF Dock: PSF Deck: ,_,_'PSF Stairs: — PSF Fence: PSF Railing: __ PSF S. Were Shear Walls Considered for Structure? -Yes „Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? „Z Yes,_,_, -,Not applicable Explain Why Not: 10. Minimum soil bearing pressure 2000 RS.F STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE. 3. WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE. CERTIFIED BY MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN. PRESSURES. 4. FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT. 5. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA BUILDING CODE. NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z- MAX COATING OR BETTER. i'AiW197 �'✓�i`'.iSPJN� S ��I jpA•. i(( A�/C G FILCH' Yi5s4. - t r3 &FI. FoaP I Co IZXIZ �� z re- VIE- '-0 PLICT, Nod .; A4CL CC €Gt rLaC <?i113L 4 t�EG T Ft� /47 To ��crai'n+vea+ �c-�crerE�u s.ve�� rtEL-a \)r..p `'P r�xie?r,"r, swtca(�8 VETEePnC £. 1� * ouxr OF ACL eE"E'f`rN. �c+Dl+°A=s hhixa tJVTFi'..CorJWEcaEC* TT:T I uu I U �aif> f�fs Iail i V-AMIL Y C" g I� f Illli� � j R Co[ t � �xlsTll-�c4, VV%iLL LEGEND PTtrf,vim( �Z AS ! C. X Ih? t EXISTING WALLS TO REMAIN T EXISTING WALLS TO BE REMOVED ILL I hJ �7 �T /a t Q PROPOSED 2 X FRAME WALLS I : , L-1 k/I/o9 C,o 'rA,t' I R L A,,4-� — F- IA, I `-- ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT MARJORIE FAMILY ROOM CONVERSION TO BEDROOM 7500 BELLEAIRE AVE. ST. LUCIE COUNTY, FLORIDA CLIENT - I ill i I CONSULTANTS 0 f REGISTRATION Of- FLpR �D P� MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 1 KEY PLAN ZIDb-o Vit :-"WED FOR 'OMPLIANCE 'iE COUNTY 3OCC SHEET TITLE! SHEET NUMBER ©F 1 IDATE al/ec, rZt 5(41L1 �. --