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Home My WebLink AboutApproved Revision 1 PlansPAGE :DESIGN DATE:SCALE: NTSREVISION 2:CONTRACTOR:PROJECT ADDRESS:REVISION 1:TAYLOR MADE SCREENSPEDUTO13196 NW WHEATON LNPALM CITY FLDATE08/05/2021DATECA CERT. #30782This item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comG01DESCRIPTIONGENERAL NOTESSTRUCTURAL PLANFOUNDATION PLANROOF & PROJECTION BEAM DETAILSPOST & MAIN BEAM DETAILSSHEET NO.G01S01F01D01D02DRAWING INDEXGENERAL NOTESDESIGN CRITERIA:GENERAL NOTES:1. THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED WITHOUT THE ORIGINALSIGNATURE & RAISED SEAL OF CRAIG E. GUNDERSON, P.E. ALTERATIONS, ADDITIONS OROTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OURCERTIFICATION. PHOTOCOPIES AND UNSEALED DOCUMENTS ARE NOT TO BE ACCEPTED.2. THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCEWITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE SEVENTH EDITION(2020). STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL GOVERNING CODES.CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODEAMENDMENTS WHICH MAY APPLY AND GOVERN. DESIGN CRITERIA OR SPANS BEYONDSTATED HEREIN MAY REQUIRE ADDITIONAL SITE SPECIFIC SEALED ENGINEERING.3. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OFTHIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOODANCHOR DESIGN.4. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITHWHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALLSUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THEPERMITTING CONTRACTOR.5. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ONROOF, INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFYGREATER DESIGN CRITERIA. THIS ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLYANALYZED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT.6. ALL FASTENERS TO BE #12 SAE GRADE 2 OR STAINLESS STEEL 304 UNLESS NOTEDOTHERWISE. FASTENERS SHALL BE CADMIUM-PLATED OR OTHERWISECORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FORALUMINUM STRUCTURES" BY THE ALUMINUM ASSOCIATION, INC., & ANY APPLICABLEFEDERAL, STATE, AND/OR LOCAL CODES.7. FOR ALUMINUM MEMBERS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER ENDDISTANCE AND 2.5xDIAMETER MIN. SPACING TO ADJACENT ANCHORS, UNLESS NOTEDOTHERWISE.8. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUMEMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALLFINISHES.9. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY.10. WOOD HOST STRUCTURE & ALL WOOD MEMBERS SHALL BE "SOUTHERN YELLOWPINE" G=0.55 OR GREATER DENSITY.11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILARMATERIALS TO PREVENT ELECTROLYSIS.12. ALL ALUMINUM SHALL BE 6005-T5 ALLOY AND TEMPER UNLESS NOTED OTHERWISE.13. ALL STEEL ANGLES SHALL BE ASTM A1011 OR A653 GRADE 50 (Fy=50 KSI, Fu=65KSI) OR BETTER.14. ALL CONCRETE AND EPOXY TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000PSI IN 7 DAYS.15. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWNONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVESHARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, &CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, &FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.16. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS ORAFFIRMATIONS ARE INTENDED.17. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THISDOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION.SYSTEM NOTES:PERGOLA SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATION ISSUED BYRENAISSANCE PATIO.REFER TO AFOREMENTIONED MANUFACTURER ISSUED ASSEMBLY MANUAL FORALL CONNECTION DETAILS THAT ARE NOT ILLUSTRATED HEREIN.DESIGN NOTES:ALLOWABLE DESIGN PRESSURES UTILIZED IN THIS DOCUMENT HAVE BEENCALCULATED PER THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 7THEDITION (2020) & ASCE 7-16 USING ALLOWABLE STRESS DESIGNMETHODOLOGY WITH THE CRITERIA AS OUTLINED HEREIN. THE CONTRACTORSHALL CONTACT THE AUTHORITY HAVING JURISDICTION TO ENSUREAPPROPRIATE CRITERIA TO BE USED BEFORE CONSTRUCTION BEGINS.THE SYSTEM HAS NOT BEEN DESIGNED TO WITHSTAND CONCETRATED LOADSFROM HUMAN ACTIVITY.PROJECT NO. 2111664-RAPPLICABLE CODES, REGULATIONS & STANDARDS:1. THE 2020 FLORIDA BUILDING CODE, 7TH EDITION SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM2. ASCE 7-16 & SEI7 3. ACI318 CONCRETE REFRENCE MANUAL. 4. AA ASM 35 & AA ADM 15. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS.WIND LOADS:1. FBC TABLE 1604.5, RISK CATEGORY = I2. FBC SEC 1609.4, EXPOSURE CATEGORY = C3. FBC SEC 1609.3, ULTIMATE DESIGN WIND SPEED = 150 MPH PAGE :DESIGN DATE:SCALE:REVISION 2:CONTRACTOR:PROJECT ADDRESS:REVISION 1:PEDUTO13196 NW WHEATON LNPALM CITY FLNTSDATEDATECA CERT. #30782PROJECT NO. 2111664-RThis item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.TAYLOR MADE SCREENSFLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comS01CONFIGURATION12345DESIGNATIONSD post and beam systemSD post and beam system with beam insertHD post & beam systemWD post & beam systemWD post & beam system with post & beam insertsPOST3.875"X3.875"X0.090"3.875"X3.875"X0.090"3.875"X3.875"X0.188"6.00"X6.00"X0.125"6.00"X6.00"X0.125"POST INSERTNONENONENONENONE5.368"X5.368"X0.125"BEAM INSERTNONEI‐2.464"X6.777"NONENONEI‐4.589"X6.777"MAIN BEAM2.75"X7.00"X0.080"2.75"X7.00"X0.080"2.75"X7.00"X0.125"4.875"X7.00"X0.125"4.875"X7.00"X0.125"SEE SECTION DETAILS ON PAGES D01 & D02RENAISSANCE CLASSICO EXPOSED BEAM PATIO COVER11'‐0"20'‐0"22'‐0"10'‐6"12'‐0"20'‐0"12'‐0"22'‐0"14'‐0"MAIN BEAMPOSTPOSTPOSTPOSTPOSTPOSTMAIN BEAMCONFIGURATION 49'‐7 18"11'‐0"10'‐6"12'‐0"11'‐0"POSTPOSTPROJECTION BEAMSAT 24" O.C.PROJECTION BEAMPROJECTION BEAM3" X .024" X 1LBCOMPOSITE PANELS3003‐H1541/4"‐1' SLOPE (MIN.)(FL.# 7561.1‐R5)08/05/2021 PAGE :DESIGN DATE:SCALE: NTSREVISION 2:CONTRACTOR:PROJECT ADDRESS:REVISION 1:TAYLOR MADE SCREENSPEDUTO13196 NW WHEATON LNPALM CITY FL08/05/2021CA CERT. #30782PROJECT NO. 2111664-RThis item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comF01DATEDATEPOST BASE ANCHOR TIE ‐ DOWN SCHEDULES:ANCHOR TYPE #1ANCHOR TYPE #2(6) 1/4" DIA ITW TAPCON, 1/4" DIA. SAEGRADE WASHER, 1.75" EMBEDMENT,2.5" SPACING, 3" MIN. EDGE DISTANCEINTO 3KSI MIN. CONCRETE(6) 1/4" DIA BLUE TAP ANCHOR WITH 2.1"EMBEDMENT, INTO 3KSI MIN. CONCRETE 2.5" SPACING, 3" MIN. EDGE DISTANCEANCHOR TYPES:SCALE: N. T. SANCHOR SCHEDULE1F01 12"SCALE: N. T. SANCHORS TO BASE PLATE26"5" 12"2"6"2"3/16" WELD4 12"4 12"F01 FOOTING NOTES1. PROVIDE 1‐1/2" COVERAGE TOP, SIDES, BOTTOM AND 1" BETWEEN ADJACENT REBAR LAPS.2. PROVIDE MIN. 3" COVERAGE OF REBAR FOR ALL CONCRETE IN CONTACT WITH THE EARTH.3. FOOTING CONCRETE SHALL BE MIN. 3000 PSI AT 28 DAYS4. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 405. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO CITY / CO. REQUIREMENTS6. PROVIDE 2500 PSF BEARING (TYPICAL) UNDER FOUNDATION7. SEE GENERAL NOTES FOR TYING INTO EXISTING FOUNDATIONS8. SEE GENERAL NOTES FOR ADDITIONAL CONCRETE INFORMATION & SPECS.ISOLATED FOOTING-COLOPTION #1 SURFACE MOUNTSCALE: N.T.S.ISOLATED FOOTING-COLOPTION #2 COLUMN EMBEDDMENTSCALE: N.T.S.24"32"32"32" 32"FOR SURFACE MOUNT POST:SEE PROVIDED OPTIONS32"X32"X32"CONCRETE ISOLATED FOOTING(4) #5 REBARS EA. WAY (8 TOTAL)32"X32"X32"CONCRETE ISOLATED FOOTING(4) #5 REBARS EA. WAY (8 TOTAL)EMBED COL INTO CONCRETE 24"(1) #5 REBAR THROUGH COLCOLUMN(SEE PAGE-S01FOR SIZE)COLUMN(SEE PAGE-S01FOR SIZE)CONCRETE PLANSCALE: N. T. S19'‐6"10'‐0"(4) 32"X32"X32"ISOLATED FOOTER TYP. ATTACH TO CARRY BEAMW/ #12 SELF‐DRILLING SCREWW/ 1" OD WASHER@6" O.C, TYP.STRUCTURALINSULATED PANELPER SEPERATECERTIFICATION, TYP.(4) #14 SELF‐DRILLINGSCREW PER SIDE, TYP.SCALLOP PROJECTIONINTERIOR CLIP ATTACH USING(2) #14 SELF‐DRILLINGSCREW, TYP.PROJECTIONINTERIOR CLIPPROJECTION BEAMPROJECTIONBEAMPOSTMAINBEAMPOST CAPTRELLIS/ PROJECTION& POST CONNECTIOND0150.0606"2"PROJECTION BEAM(TRUSS BEAM)"0.070813"16123" ROOFREC CHANNEL1169"831"0.070PROJECTION BEAMINTERIOR CLIPPAGE :DESIGN DATE:SCALE: NTSREVISION 2:CONTRACTOR:PROJECT ADDRESS:REVISION 1:TAYLOR MADE SCREENSPEDUTO13196 NW WHEATON LNPALM CITY FL08/05/2021CA CERT. #30782PROJECT NO. 2111664-RFLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comROOF & PROJECTION BEAM DETAILSD01This item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.DATEDATE PAGE :DESIGN DATE:SCALE: NTSREVISION 2:CONTRACTOR:PROJECT ADDRESS:REVISION 1:TAYLOR MADE SCREENSPEDUTO13196 NW WHEATON LNPALM CITY FL08/05/2021CA CERT. #30782PROJECT NO. 2111664-RThis item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.com(4) #14 SELF DRILLINGSCREW PER SIDE, TYP.SLIDE BASE PLATECOVER OVER POST& BASE PLATE(6) CONCRETE ANCHORS(SEE PAGE 4)SLIDE BASE PLATECOVER OVER POST& BASE PLATE(OPTIONAL)#5 REBAR 12" LONGTHROUGH POST, TYP.231WD BEAM TO POSTCONNECTIONWD POSTWD POST EMBEDMENTWD POSTWD BASE PLATEWD POSTANCHOR CONNECTIONPOST & MAIN BEAM DETAILS(TO BE USED WITH CONFIGURATIONS 4 & 5)D02MAIN BEAMINTERIOR CLIP(3) 3/8 X5" BOLT,WASHER & NUT, TYP.WD BEAMWD POSTD02D02D02WD POSTWD POST CLIPPOST WD6.0000.5000.1255.6805.0005.3685.3680.125WD POST INSERT4.0592.0550.1880.125BBBABBBB7.0004.3754.8750.125WD MAINBEAMDATEDATE