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<br /> DESIGN CODE REQUIREMENTS
<br /> STRUCTURAL ALUMINUM&ALUMINUM WELDING: ANCHORS&FASTENERS
<br /> 1. BUILDING CODE: WBC 2021 WASHINGTON STATE BUILDING CODE
<br /> IBC 2021 INTERNATIONAL BUILDING CODE 1. ALL COMPONENTS SHALL BE STRUCTURAL ALUMINUM(U.N.O.)AND SHALL BE 1. ALL BOLTS SHALL BE HOT DIPPED GALVANIZED,OR STAINLESS STEEL&MEET THE
<br /> 2. STANDARDS: FABRICATED AND ERECTED ACCORDING TO THE GOVERNING BUILDING CODE AND REQUIREMENTS OF ASTM A307 GRADE A.WASHERS SHALL BE USED BETWEEN WOOD
<br /> a. ASCE 7-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: MINIMUM DESIGN MATERIAL STANDARDS REFERENCED ON THIS SHEET. &BOLT HEAD&BETWEEN WOOD&NUT CONFORMING TO FEDERAL SPECIFICATION
<br /> D LOADS FOR BUILDINGS AND OTHER STRUCTURES 2. ALL STRUCTURAL ALUMINUM SHALL BE MIN 1/8"THICK U.N.O.AND BE OF THE FF-W-92 FOR WASHERS.NUTS SHALL BE INSTALLED SUCH THAT THE END OF THE D
<br /> b.ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS FOLLOWING ALLOY AND TEMPER: THREADED ROD OR BOLT IS AT LEAST FLUSH WITH THE TOP OF NUT.
<br /> a.BEAMS,PURLINS,COLUMNS 6063-T6 2. WHERE GENERIC FASTENERS ARE LABELED IN DETAILS,CAPACITIES SHALL BE EQUAL
<br /> DESIGN CRITERIA: b.ALL OTHER EXTRUSIONS 6063-T6 TO OR GREATER THAN HILTI KWIK BOLT 3 OR RED HEAD THRU BOLTS.
<br /> c.FASTENERS SS 316 3. BOLT HOLES SHALL BE AT LEAST A MINIMUM OF 1/32"AND NO MORE THAN A
<br /> MAXIMUM OF 1/16"LARGER THAN THE BOLT DIAMETER.
<br /> 3. STRUCTURAL ALUMINUM SHALL BE FRAMED PLUMB AND TRUE AND ADEQUATELY
<br /> 1. DEAD LOADING a.SUPERIMPOSED DEAD LOAD 5 PSF BRACED DURING CONSTRUCTION. 4. NAILS SHALL PENETRATE THE SECOND MEMBER A DISTANCE EQUAL TO THE
<br /> THICKNESS OF THE MEMBER BEING NAILED THERETO.THERE SHALL BE NOT LESS
<br /> (IN ADDITION TO THE STRUCTURE SELF WEIGHT) THAN 2 NAILS IN ANY CONNECTION.
<br /> 2. LIVE LOADING 4. ALL BEAMS SHALL HAVE A MINIMUM 1 1/2"DEPTH FULL BEARING SUPPORT UNLESS
<br /> NOTED OTHERWISE. 5. DRY WOOD MAY SPLIT MORE EASILY.IF WOOD TENDS TO SPLIT,PRE-BORING HOLES
<br /> a.ROOF LIVE LOAD 20 PSF 5. WHERE ALUMINUM IS IN CONTACT WITH OTHER METALS EXCEPT 300 SERIES SHALL BE USED WITH DIAMETERS NOT EXCEEDING 3/4"OF THE NAIL DIAMETER OR
<br /> 3. RAIN LOADING USE A 5/32"BIT FOR SDS SCREWS.A FASTENER THAT SPLITS THE WOOD SHALL BE
<br /> STAINLESS STEEL,ZINC OR CADMIUM AND THE PAYING SURFACES ARE EXPOSED TO a.DESIGN RAINFALL: 4.5"/HOUR(100-YEAR, 1-HOUR RAINFALL) MOISTURE,THE OTHER METALS SHALL BE PAINTED OR COATED WITH ZINC,CADMIUM, REEVALUATED PRIOR LOADING THE CONNECTION.
<br /> b.RAINWATER AT LOWEST POINT OF ROOF SHALL NOT POND DURING DESIGN OR ALUMINUM. 6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
<br /> RAINFALL 6. UNCOATED ALUMINUM SHALL NOT BE EXPOSED TO MOISTURE OR RUNOFF THAT HAS RECOMMENDATIONS.MINIMUM EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM
<br /> c.DESIGN RAIN LOAD,R: 20 PSF COME IN CONTACT WITH OTHER UNCOATED METALS EXCEPT 300 SERIES STAINLESS EMBEDMENT AND EDGE DISTANCE ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT
<br /> 4. SNOW LOADING STEEL,ZINC,OR CADMIUM.ALUMINUM SURFACES TO BE PLACED IN CONTACT WITH INCLUDE THICKNESS OF STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES.
<br /> a.GROUND SNOW LOAD 25 PSF MASONRY,CONCRETE,WOOD,FIBERBOARD,OR OTHER POROUS MATERIAL THAT 7. ANCHOR QUANTITIES INDICATED IN DETAILS ARE FOR GRAPHICAL PURPOSES ONLY.
<br /> b.MIN ROOF LOAD 39 PSF ABSORBS WATER SHALL BE PAINTED. DO NOT SCALE DIAMETER,LENGTH,OR PENETRATION(S). HEAD STYLE(S)ARE FREELY
<br /> c.SNOW EXPOSURE FACTOR 1.0
<br /> 7. FOR ALUMINUM IN CONTACT WITH CONCRETE:ACCEPTABLE PAINTS: PRIMING PAINT INTERCHANGEABLE.
<br /> d.SNOW LOAD IMPORTANCE FACTOR 1.0 (ONE COAT),SUCH AS ZINC MOLYBDATE PRIMER IN ACCORDANCE WITH FEDERAL
<br /> C
<br /> e.THERMAL FACTOR 1.2 SPECIFICATION TT-P-645B("GOOD QUALITY",NO LEAD CONTENT).ALT: HEAVY GENERAL NOTES
<br /> COATING OF ALKALI-RESISTANT BITUMINOUS PAINT.ALT:WRAP ALUMINUM WITH A
<br /> 5. WIND LOADING INPUTS SUITABLE PLASTIC TAPE APPLIED IN SUCH A MANNER AS TO PROVIDE ADEQUATE
<br /> a.RISK CATEGORY II 1. ALLOWABLE DESIGN PRESSURES UTILIZED IN THIS DOCUMENT HAVE BEEN
<br /> PROTECTION AT THE OVERLAPS. CALCULATED PER THE REQUIREMENTS OF THE CODES AND STANDARDS STATED
<br /> b.ULTIMATE WIND SPEED 110 MPH(ASO=SQRT(O.6)*Vult) 8. ALUMINUM SHALL NOT BE EMBEDDED IN CONCRETE TO WHICH CORROSIVE HEREIN USING ASCE 7-16 ALLOWABLE STRESS DESIGN METHODOLOGY WITH THE
<br /> c.WIND EXPOSURE FACTOR C COMPONENTS SUCH AS CHLORIDES HAVE BEEN ADDED IF THE ALUMINUM WILL BE CRITERIA AS OUTLINED HEREIN.THE CONTRACTOR SHALL CONTACT THE AUTHORITY
<br /> d.DIRECTIONALITY/OTHER FACTORS Kd=0.85,G=0.85,Kz=0.85,Kzt=1.0 ELECTRICALLY CONNECTED TO STEEL.EMBEDDED ALUMINUM ELEMENTS WILL BE HAVING JURISDICTION TO ENSURE APPROPRIATE CRITERIA TO BE USED BEFORE
<br /> e.METHODOLOGY HOST ATTACHED CANOPY COVERED WITH PLASTIC TAPE OR OTHERWISE PROTECTED AS PER 2015 ADM M.7.3. CONSTRUCTION BEGINS.
<br /> f.ELEVATION SEE PLAN 9. BOLT HOLES SHALL BE DRILLED IN THE SAME NOMINAL DIAMETER AS THE BOLT+ 2. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN
<br /> g.COMPONENTS AND CLADDING DESIGN PRESSURES: +19.46/ 12.89 PSF 1/16". CRITERIA.IN SOME CASES,DETAILS MAY BE INTENTIONALLY ALTERED FOR
<br /> 6. SEISMIC LOADS 10. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH WELD FILLER PRESENTATION PURPOSES. DO NOT SCALE DIMENSIONS ELECTRONICALLY OR
<br /> a. RISK CATEGORY II ALLOYS MEETING ANSI/AWS A5.10 STANDARDS TO ACHIEVE ULTIMATE DESIGN OTHERWISE.FIELD INSTALLATION MAY VARY SLIGHTLY BUT MUST REMAIN WITHIN 5%
<br /> STRENGTH IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I-A,TABLE OF THE INTENDED DESIGN.THE CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS
<br /> b.SITE CLASS D 7.3.1.ALL ALUMINUM CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE
<br /> PRIOR TO INSTALLATION.
<br /> c.SS 1.217
<br /> TOLERANCES,QUALITY,AND METHODS OF CONSTRUCTION AS SET FORTH IN THE 3. THIS DRAWING SET IS PREPARED AS ASITE-SPECIFIC DESIGN.TYPICAL FIELD
<br /> d.Sds 0.974 AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE ALUMINUM(D1.2). CONDITIONS HAVE BEEN ASSUMED.
<br /> e.S, 0.433 MINIMUM WELD IS 1/8"THROAT FULL PERIMETER FILLET WELD UNLESS OTHERWISE
<br /> f.Sd1 0.520 NOTED. 4. THE INTEGRITY OF ANY EXISTING STRUCTURE HAS NOT BEEN VERIFIED BY THIS
<br /> 11. STAINLESS STEEL FASTENERS SHALL BE ASTM F593 316 SS COLD WORKED
<br /> g.SEISMIC DESIGN CATEGORY L) PROFESSIONAL APPROVES THE HOST STRUCTURE AS BEING ABLE TO ACCOMMODATE ENGINEER.THESE PLANS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL A DESIGN
<br /> D
<br /> h.LONG TRANSITION PERIOD(T 6 CONDITION.PROVIDE(5)PITCHES MINIMUM PAST THE THREAD PLANE FOR ALL i. LATERAL RESISTING SYSTEM NONSTRUCTURAL COMPONENTS SCREW CONNECTIONS.ALL FASTENER CONNECTIONS TO METAL SHALL PROVIDE THE NEW DESIGN.
<br /> 2xDIAMETER EDGE DISTANCE AND 3xDIAMETER SPACING. 5. APPROVAL OF THE HOST STRUCTURE FOR USE SHALL BE AT THE DISCRETION OF THE
<br /> (APPENDAGES&ORNAMENTATIONS) 12. SELF-DRILLING SCREWS SHALL BE TEK BRAND/ALL POINTS FASTENERS OF SIZE#14, BUILDING OFFICIAL AND/OR SEPARATE ENGINEERING CERTIFICATION.
<br /> g j. REDUNDANCY FACTOR,p: 1.0 STAINLESS STEEL 300 SERIES,WITH MINIMUM 1/2"THREAD ENGAGEMENT BEYOND 6. THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE B
<br /> k.OVERSTRENGTH FACTOR,Qo: 2.0 THE CONNECTED PART,UNLESS OTHERWISE NOTED. WITH THE STRUCTURAL PROVISIONS OF THE ABOVE-REFERENCED BUILDING CODE.
<br /> I. RESPONSE MODIFICATION FACTOR,Rp: 2.5 13. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL GOVERNING CODES.
<br /> m.AMPLIFICATION FACTOR: 2.5 MATERIALS TO PREVENT ELECTROLYSIS. THE CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE
<br /> 14. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY OTHERS. AMENDMENTS WHICH MAY APPLY AND GOVERN.DESIGN CRITERIA OR SPANS BEYOND
<br /> STATED HEREIN MAY REQUIRE ADDITIONAL SITE-SPECIFIC SEALED ENGINEERING.
<br /> 7. THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED
<br /> SYSTEM AS VERIFIED BY THE ENGINEER&OR ARCHITECT OF RECORD,et.al.THE HOST
<br /> STRUCTURE WHICH IS DESIGNED,CERTIFIED,AND INSPECTED BY OTHERS MUST
<br /> PROVIDE SUFFICIENT,CAPACITY FOR THIS SPECIFIED DECK SYSTEM. NO WARRANTY
<br /> OR GUARANTEE TO THESE CONDITIONS,EITHER EXPRESSED OR IMPLIED,IS OFFERED
<br /> WITH THIS CERTIFICATION.
<br /> 8. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON
<br /> Andrew McCann ROOF,INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY
<br /> JUSTIFY GREATER DESIGN CRITERIA.ALL STRUCTURAL MEMBERS AS SHOWN HAVE
<br /> BEEN DESIGNED TO CARRY IN PLACE DESIGN LOADS ONLY;THE CONTRACTOR SHALL
<br /> BE RESPONSIBLE FOR THE SUPPORT OF ANY ADDITIONAL LOADS AND FORCES
<br /> IMPOSED DURING MANUFACTURING,TRUCKING,ERECTING,AND HANDLING.
<br /> AM 9 W Mce 9. SPECIAL INSPECTIONS MAY BE REQUESTED OR REQUIRED AT THE DISCRETION OF THE
<br /> �� OY WASNf �� AUTHORITY HAVING JURISDICTION.
<br /> A STRUCTURES
<br /> 1153 Town Center Dr
<br /> #201 OPo A 22 29�672 PORT OF EVERETT CANOPIES
<br /> Jupiter, FL 33458 1130 W MARINE VIEW DR, EVERETT,WA98201
<br /> (561) 951 - 0099 ° °°"°°`°' GENERAL NOTES B 1 Qf 7 A
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