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FRANK L.BENNARD P.E.
<br /> Digitally signed PE6
<br /> ALUMINUM CARPORT/CANOPY _ M `F b Frank VA420513FORZIPCODE: alQ
<br /> .w.'x,<Yw' y VAUD ONLY
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<br /> �°"°°' Bennardo VAUDONLY FOR:AFSFabrication @(q
<br /> "_°>__`, , FOR PERMIT USE WITHIN 14
<br /> MASTER PLAN SHEET
<br /> )°,"I„�; Date:
<br /> •:E,y-..,, .al; DAYS OF DIGITAL SEAL
<br /> ��ttyi,i..i T;• zO20.Q5.1 2 PE0046549 CA-9885
<br /> Eastern MefaI supptY °
<br /> i 10:35:09-04'00' VALID FOR 1 PERMIT ONLY U N O
<br /> NOTICE:IF THIS SHEET DOES
<br /> "LOW WIND"(SEE SHEET 2) "HIGH WIND"(SEE SHEET 3) NOT CONTAIN AN ORIGINAL
<br /> SIGNATURERE&®ENGINEER SEAL:
<br /> MAX.WIND SPEED 115 MPH,EXP.C MAX.WIND SPEED 175 MPH,EXP.C IFTHERE IS A DIGITAL
<br /> MAX.ROOF LIVE LOAD 20 PSF MAX.ROOF LIVE LOAD 20 PSF S EET S PARTOFADIGITPLLY
<br /> SIGNED FILE,SHALL REMAIN IN
<br /> DIGITAL FORMAT,&PRINTED
<br /> COPIES OF THIS DOCUMENT
<br /> GENERAL NOTES• ARE SEALED IF THERO SIGNED
<br /> AND SEALED.IF THERE IS NO
<br /> DIGITAL SIGNATURE ON SHEET 1
<br /> OR THIS DOES N
<br /> 1. THIS STRUCTURE HAS BEEN DESIGNED AND COMPLIES WITH THE DESIGN REQUIREMENTS OF CONTAINSHEET AN ENGINEER'S
<br /> THE 2012&2015 INTERNATIONAL BUILDING CODE AS WELL AS CURRENT VERSIONS OF THE ORIGINAL SIGNATURE&SEAL,
<br /> MN,NC,NJ,NY,OH,SC,&VA BUILDING CODES AS APPLICABLE.CONTRACTOR SHALL THIS SHEET IS A COPY/-
<br /> INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE REQUIREMENTS WHICH MAY w D a m
<br /> APPLY.DESIGN CRITERIA OR SPANS BEYOND STATED HEREIN MAY REQUIRE ADDITIONAL SITE y.0 v
<br /> SPECIFIC SEALED ENGINEERING.MAXIMUM LOADS BASED ON RISK CATEGORY II UP TO #m„�N.I o Z
<br /> Vult=175 MPH,Vasd=136 MPH,EXP`C',OPEN BUILDINGS,CLEAR WIND FLOW,Kd=0.8S, UJ J^i a: w
<br /> _ Kz=0.85,Kzt=1.0,1'5'MRH,5D'MAXIMUM-SLOPE,ZONE 3 FOR C&C LOADS PER ASCE 7-10. O D U•D`S
<br /> 2. WIND LOADS ACTING SIMULTANEOUSLY WITH ROOF LIVE LOAD OF 20 PSF.DESIGN PRESSURES Q W=°�' c W i
<br /> HAVE BEEN BASED ON LOAD COMBINATIONS PER THE 2012&2015 INTERNATIONAL BUILDING < W¢i
<br /> CODE.DEFLECTION LIMIT OF L/60 USED FOR DETERMINATION OF ALLOWABLE DECKING SPANS Z¢a'` i
<br /> PER THE 2015 ALUMINUM DESIGN MANUAL AND THE 2012&2015 INTERNATIONAL BUILDING Iu L LU
<br /> CODE TABLE 1604.3 FOOTNOTE h. m" e o WW
<br /> _ 3. LIVE LOADS SPECIFIED HEREIN LIST THE ALLOWABLE ROOF LIVE LOAD AND MAY BE j.Ni
<br /> SUBSTITUTED WITH THE REQUIRED SNOW LOAD(NOT CONCURRENTLY WITH ROOF LIVE LOAD) w n z
<br /> Y3� 3
<br /> PROVIDED THE ACTUAL ROOF SNOW LOAD REQUIREMENT FOR THE PROJECT SITE IS CERTIFIED w a O w
<br /> BY A PROFESSIONAL ENGINEER BASED ON PROJECT CONDITIONS.ROOF SNOW LOADS IN Q No LU
<br /> FREE STANDING EXCESS OF 20 PSF ARE BEYOND THE SCOPE OF THIS CERTIFICATION. 19 o
<br /> 16 ID wn k
<br /> 1
<br /> HOST ATTACHED RAISED SEAL OF THE CERTIFYING P.E.SELECTED ABOVE.ALTERATIONS,ADDITIONS,OR OTHER
<br /> 3 4 9 10 MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION.
<br /> 3. THE EXISTING STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED ALUMINUM
<br /> CARPORT/CANOPY STRUCTURE AS DETERMINED BY OTHERS OR BY SPECIAL ENGINEERING BY d d N
<br /> T UNDERSIGNED ENGINEER ATTACHED HERETO.NO WARRANTY IS CONTAINED HEREIN. d z N
<br /> ok 4. SYSTEM COMPONENTS SHALL BE AS NOTED HEREIN.ALL REFERENCES TO EXTRUSIONS AND U) o LL w
<br /> INSTALLATION SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED
<br /> HEREIN. F< Q Q N w Cu'5. NO CERTIFICATION IS OFFERED FOR WATERPROOFING,SIZING,OR OPERATION OF GUTTERS. O m N O z LD
<br /> 6. ALL ALUMINUM SHALL BE 6063-T6 ALLOY AND TEMPER UNLESS NOTED OTHERWISE. Iy
<br /> E _ 7. ALL FASTENERS TO BE#14 OR GREATER AND 304/410 SS UNLESS NOTED OTHERWISE. w Q u
<br /> FASTENERS SHALL BE CADMIUM-PLATED OR OTHERWISE CORROSION-RESISTANT MATERIAL 3 d o f 12 'm
<br /> a AND SHALL COMPLY WITH"SPECIFICATIONS FOR ALUMINUM STRUCTURES"SECTION 5.2.1 BY Z Go N°' Z rn
<br /> THE ALUMINUM ASSOCIATION,INC.,&ANY APPLICABLE FEDERAL,STATE,AND/OR LOCAL Lu N"' f a oz
<br /> ® CODES. W v 3 J F
<br /> ® 8. FOR ALUMINUM MEMBERS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE ¢
<br /> AND 2.5xDIAMETER MIN.SPACING TO ADJACENT ANCHORS,UNLESS NOTED OTHERWISE.
<br /> R 9. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH WELD FILLER ALLOYS Q
<br /> MEETING ANSI/AWS A5.10 STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN Lu
<br /> ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I-A,TABLE A.3.6.ALL ALUMINUM 5555
<br /> m CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES,QUALITY,AND METHODS a gg
<br /> OF CONSTRUCTION AS SET FORTH IN THE AMERICAN WELDING SOCIETY'S STRUCTURAL
<br /> ® WELDING CODE-ALUMINUM(D1.2).MINIMUM WELD IS 1/8"THROAT FULL PERIMETER FILLET o
<br /> WELD UNLESS OTHERWISE NOTED.
<br /> 6 10. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS
<br /> TO PREVENT ELECTROLYSIS. aaDo
<br /> 5 6 11. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. c a
<br /> EMBEDMENT SHALL BE AS NOTED HEREIN.EMBEDMENT AND MINIMUM EDGE DISTANCE 3
<br /> 7 C p EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES.
<br /> C7 12. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS
<br /> SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 6$
<br /> > 13. MINIMUM REBAR COVER FOR CONCRETE FOOTINGS IS 3"FOR CONCRETE CAST AGAINST AND x
<br /> CARPORT/CANOPY ISOMETRIC ALLOWAB"SOILTLY PBEARING PRESSURE ASSUMED TO BE 2000 PSF.SOIOSED TO EARTH AND 2"FOR CONCRETE EXPOSED L TO BE WELL EARTH OREATHER. §
<br /> COMPACTED TO 9S%OPTIMUM DENSITY. mPYRICHr ExcINEERwO EIF"ems°
<br /> >r 14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF
<br /> ABOUT THIS DOCUMENT THIS SPECIFICATION BY CONTRACTOR,et.al.INDEMNIFIES&SAVES HARMLESS THIS 17-5515
<br /> ENGINEER-CERTIFIED ORIGINALS,VARIATIONS E ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&"APPELLATE FEES RESULTING
<br /> a &MORE INFORMATION CAN.BE FOUND BY FROM MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND SCALE:NTS UNLESS NOTED
<br /> IUVMW DATE: VISITING ENGINEERINGEXPRESS.COM/STORE THAST WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES&FROM DEVIATIONS OF
<br /> ' �{/ OR BY SCANNING OR USING m CC■• ' Cw zx# I y�►(/L THE WEB ADDRESS FOUND HERE > 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS
<br /> THIS l"G MARC'A•�' � lV ORIGNALUEN ENGINEER CERTIFICATION ecalc.io/175515 ARE INTENDED.
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