KE DURASOL GENNIUS PERGOLA SYSTEMS

Transcription

1 KE DURASOL GENNIUS PERGOLA SYSTEMS SYSTEM NOTES: KE DURASOL GENNIUS PERGOLA SYSTEM WITH RETRACTABLE FABRIC SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATION.. PERGOLA FABRIC SHALL BE RETRACTED PRIOR TO HIGH WIND EVENTS AS OUTLINED HEREIN. PERGOLA FABRIC AND MECHANICAL CERTIFICATION IS BEYOND THE SCOPE OF THIS CERTIFICATION.. THE AWNING OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT HOLDER. 3. REFER TO AFOREMENTIONED MANUFACTURER ISSUED ASSEMBLY MANUAL FOR ALL CONNECTION DETAILS THAT ARE NOT ILLUSTRATED HEREIN. GENNIUS PERGOLA SYSTEM LS MODEL DESIGN NOTES: ALLOWABLE DESIGN PRESSURES SURES UTILIZED IN THIS DOCUMENT HAVE BEEN CALCULATED PER THE REQUIREMENTS OF THE 04 ORIDA BUILDING CODE & ASCE 7-0 USING ALLOWABLE STRESS DESIGN METHODOLOGY WITH THE CRITERIA AS OUTLINED HEREIN. THE CONTRACTOR SHALL CONTACT THE AUTHORITY HAVING JURISDICTION TO ENSURE APPROPRIATE CRITERIA TO BE USED BEFORE CONSTRUCTION BEGINS. GENERAL NOTES:. THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED WITHOUT THE ORIGINAL SIGNATURE & RAISED SEAL OF FRANK L. BENNARDO, P.E. ALTERATIONS, ADDITIONS OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. PHOTOCOPIES AND UNSEALED DOCUMENTS ARE NOT TO BE ACCEPTED.. THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE 00 ORIDA BUILDING CODE. STRUCTURE SHALL BE FABRICATED IN ACCORDANCE CE WITH ALL GOVERNING CODES. CONTRACTOR SHALL L INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY AND GOVERN. DESIGN CRITERIA OR SPANS BEYOND STATED HEREIN MAY REQUIRE ADDITIONAL SITE SPECIFIC SEALED ENGINEERING. 3. NO 33-/3% 3-/ INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. STE WIND LOAD DURATION FACTOR Cd=.6 HAS BEEN USED FOR WOOD DESIGN. 4. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF, INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER DESIGN CRITERIA. THIS ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 7. FABRIC AND FABRIC ATTACHMENT/SLIDING SYSTEM AND OPERABILITY ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION. 8. ALL FASTENERS TO BE #4 OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE. FASTENERS SHALL BE CADMIUM-PLATED OR OTHERWISE CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR ALUMINUM STRUCTURES" SECTION 5.. BY THE ALUMINUM ASSOCIATION, INC., & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES; FASTENERS WHICH ARE NOT SPECIFIED WITHIN THIS DOCUMENT ARE INTENDED TO BE INSTALLED AS PER MANUFACTURER PUBLISHED REQUIREMENTS AND ARE NOT INCLUDED IN THE STRUCTURAL WIND EVALUATION. 9. SPECIFIED HEREIN MAY BE REPLACED BY EQUIVALENT MANUFACTURER SCREWS PROVIDED SUFFICIENT DATA IS APPROVED BY THE BUILDING OFFICIAL 0. FOR ALUMINUM MEMBERS ALL S SHALL BE SPACED WITH xdiameter END DISTANCE AND.5xDIAMETER MIN. SPACING TO ADJACENT S, UNLESS NOTED OTHERWISE.. S SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES.. ALL CONCRETE S SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. 3. WOOD STRUCTURE & ALL WOOD MEMBERS SHALL BE "SOUTHERN YELLOW PINE #" G=0.55 OR GREATER DENSITY; WOOD MEMBERS SHALL BE PRE-DRILLED USING A SMALLER DRILL BIT TO AVOID SPLITTING. 4. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, I.E. ALUMINUM PER F.B.C ALL ALUMINUM SHALL BE 6063-T6 ALLOY AND TEMPER UNLESS NOTED OTHERWISE. 6. ALL CONCRETE AND EPOXY TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 7 DAYS. 7. THIS SYSTEM IS ONLY APPROVED FOR FROST PROTECTION WHEN THE TOTAL AREA OF THE STRUCTURE DES NOT EXCEED 600 SQUARE FEET WITH AN EAVE HEIGHT OF 0 FEET OR LESS, PER IBC FOR USE WITH ANY OTHER CONFIGURATION REQUIRING FROST CERTIFICATION, THIS ENGINEER SHALL BE CONTACTED FOR FURTHER DESIGN CRITERIA. THIS SYSTEM HAS NOT BEEN DESIGNED FOR USE WITH FROZEN SOILS OR FILL. ANY FILL PLACED FOR FOUNDATION SUPPORT WITH THIS DESIGN SHALL BE PROTECTED AGAINST FREEZING TEMPERATURES BY OTHERS. PROPER PRECAUTIONS SHALL ALSO BE TAKEN TO PREVENT FROST PENETRATION BENEATH THE FOUNDATIONS FOLLOWING CONSTRUCTION WHICH IS OUTSIDE THE SCOPE OF THIS DOCUMENT CERTIFICATION. 8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS 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. 9. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 0. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION.

2 3 3 E EXISTING STRUCTURE, TYP. E T PROJECTION BEAM SPAN PER SCHEDULE GUIDE G GUIDE 3 POST HEIGHT PER SCHEDULE, TYP. A 8 HEADER BEAM SPACING PER SCHEDULE MOUNTED PERGOLA PLAN /4" = '-0" HEADER BEAM SPAN PER SCHEDULE HEADER BEAM, TYP. E PLAN VIEW F3 F FOR CONNECTION E 9 POST HEIGHT PER SCHEDULE, TYP. MOUNTED PERGOLA SIDE 3D /4" = '-0" ELEVATION SEE DETAIL H3 AND H4 ON SHEET 8 8 SEE DETAIL H AND H ON SHEET 8 PROJECTION BEAM SPAN PER SCHEDULE 5 DEG MAX. EXISTING STRUCTURE, TYP. E3 PROJECTION BEAMS, TYP. E 3 PERGOLA AFRONT ELEVATION /4" = '-0" ELEVATION MOUNTED PERGOLA SIDE ELEVATION /4" = '-0" ELEVATION

3 SCHEDULE : DESIGN PRESSURES 3" WIND VELOCITY (MPH) 3" POSITIVE LOAD (PSF) N.T.S. REBAR NOT SHOWN FOR CLARITY PLAN VIEW 3" VERT SECTION TYPICAL FOOTER 30" NEGATIVE LOAD (PSF) (3) #5 BARS EACH WAY, TOP AND BOTTOM SCHEDULE NOTES:. WIND PRESSURES HAVE BEEN DETERMINED BASED ON ASCE 7-0, ROOF OVER OPEN STRUCTURE, OBSTRUCTED WIND OW, UP TO Vult=65 MPH 3-SECOND GUST (Vasd EQUIVALENT = 8 MPH), DIRECTIONALITY FACTOR Kd=0.85, G=0.85, Kz=0.70, Kzt=.0, 5' MRH, 5º MAXIMUM SLOPE. THESE CALCULATIONS DO NOT CONSIDER HILLY TERRAIN.. UNLESS OTHERWISE NOTED HEREIN, DESIGN PRESSURES HAVE BEEN BASED ON LOAD COMBINATIONS PER 04 ORIDA BUILDING CODE. 3. DISCLAIMER: THESE PRESSURES APPLY FOR EXPOSURE B AT TERRAIN ONLY, WHICH SHALL BE VERIFIED BY THE ONSITE PROFESSIONAL. NO LIVE LOAD IS USED FOR THESE LOAD COMBINATIONS. DEAD LOAD HAS BEEN ASSUMED AS 0.5 PSF. THE ASCE 7-0 MINIMUM WIND PRESSURE LOAD OF 6 PSF FOR BUILDING STRUCTURES HAS NOT BEEN APPLIED HEREIN; VERIFY ANY LIMITATION ACCEPTANCE WITH LOCAL BUILDING OFFICIAL. AS AN EXAMPLE, 5 MPH WIND SPEED REPRESENTS THE ULTIMATE WIND SPEED AT WHICH VERTICAL PRESSURES FOR THE CANOPY FABRIC (FABRIC BY OTHERS) HAVE BEEN CALCULATED. THESE ARE THE PRESSURES THAT WILL ACT ON THE CANOPY AT SUSTAINED WINDS OF 75MPH. IT SHALL BE THE USER'S RESPONSIBILITY TO FULLY RETRACT THE FABRIC IN THE EVENT OF A WIND STORM. FOOTER NOTES:. PROVIDES THE REQUIRED FOOTER REINFORCEMENT EMENT FOR THE RESPECTIVE FOOTER SIZE.. REQUIRED REINFORCEMENT IS BASED ON 30" DEEP EP FOOTERS. 3. ALL REINFORCEMENT SHALL HAVE A MINIMUM CLEAR COVER OF 3". 4. ALL REINFORCEMENT SHALL BE DEFORMED D BARS OF INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING NG TO CURRENT R REQUIREMENTS ENTS OF ASTM A65, GRADE 60 (U.N.O.), FREE FROM OIL, LOOSE SCALE AND LOOSE RUST; AND BENT, LAPPED, PLACED, SUPPORTED PORTED AND FASTENED ACCORDING TO THE "ACI DETAILING MANUAL" AND ACI 38. ALL STEEL SHALL BE SECURELY HELD IN PLACE DURING POURING OF CONCRETE. E. IF REQUIRED, ADDITIONAL BARS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS LOCATION WALL WALL WALL MOUNTED CANOPY - ALLOWABLE WIND SCHEDULES STRUCTURE 3000 PSI CONCRETE 3000 PSI CONCRETE WOOD # SYP (G=0.55) DESIGNATION DESCRIPTION QUANTITY TYPE # TYPE # TYPE #3 POWERS WEDGE BOLT 3/8" DIAMETER CARBON STEEL W/.5" EMBEDMENT INTO, 3.3" SPACING, 6" EDGE DISTANCE HILTI KWIK-BOLT 3. 3/8" DIAMETER CARBON STEEL W/ " EMBEDMENT INTO, 3.3" SPACING, 6" EDGE DISTANCE STAINLESS STEEL 3/8" DIAMETER WOOD LAG SCREW W/.8" THREAD PENETRATION, " EDGE DISTANCE SCHEDULE : GUIDES ( BAY) Allowable Ultimate Wind Velocity (MPH) WIDTH PROJECTION 8'" 9'0" '6" 3'" 4'9" 6'5" 8'" '0" '6" '" '9" 6'5" 8'" 9'8" SCHEDULE 3: 3 GUIDES ( BAYS) Allowable Ultimate Wind Velocity (MPH) WIDTH PROJECTION 6'5" 8'" 9'8" '4" 3'0" 4'7" 6'3" 7'0" 9'6" 8'" '0" '6" '" '9" '5" '" '8" SCHEDULE 4: 4 GUIDES (3 BAYS) Allowable Ultimate Wind Velocity (MPH) WIDTH PROJECTION 3'" 3'9" 34'5" 36'" 37'8" 39'4" 4'0" 4'8" 8'" '0" '6" '" '9" '5" '" '8" LOCATION BASE FOUNDATION BASE FOUNDATION STRUCTURE 3000 PSI CONCRETE 3000 PSI CONCRETE DESIGNATION DESCRIPTION QUANTITY TYPE # TYPE # POWERS WEDGE BOLT 3/8" DIAMETER CARBON STEEL W/ 3.5" EMBEDMENT INTO,.75" SPACING, 6" EDGE DISTANCE HILTI KWIK-BOLT 3. 3/8" DIAMETER CARBON STEEL W/ 3.5" EMBEDMENT INTO,.75" SPACING, 6" EDGE DISTANCE SCHEDULE

4 0/3/07 - :am LuisO SEE DETAIL AIL "E" A T7 SHEET SEE DETAIL "F" SHEET 7 SEE DETAIL AIL "G" A S T7 SHEET SEE DETAIL DET DETA "H" SHEET 7 COPYRIGHT ENGINEERING EXPRESS

5 PARTS: 3/6" 3/8" 3 /4" 3 5/6" /6" PART NUMBER: /8" /6" /" 3/8" Ø3/8" R3/6" 5/8" 3/4" GUIDE PROFILE PART NUMBER: INTERMEDIATE PROFILE PART NUMBER: TERMINAL PROFILE PART NUMBER: PART NUMBER: TERMINAL CAP ASSEMBLY PART NUMBER: TERMINAL CAP ASSEMBLY " /4" /6" /6" 6 5/6" CORNER R NATURALBOND PART NUMBER: /6" /" /6" /6" JOIN PROFILE 3/4" PART NUMBER: /6" PANEL NATURALBOND TRANSMISSION CAP PART NUMBER: /" PURLIN PART NUMBER: /6"

6 PART NUMBER: PART NUMBER: PART NUMBER: PART NUMBER: /4" R 3/8" /6" CIRCULAR TUBE PART NUMBER: /" 3/6" 5 6"Ø WOOD SCREW, TYP. WOOD SYP # ALUMINUM 3/4" 4 5/6" PANEL NATURALBOND TOP HINGE ASSEMBLY END CAPS BRACKET GABLE DETAIL G 3/4"

7 () 3 8"Ø x 3 8" HINGE SHAFT (4) 5 6"Ø x 3" (4) 5 6"Ø x 3" CAP SCREWS 3/6" 5 7/6" /8" 3/4" 7 7/6" 3 3/6" 3/6" " TYPICAL SEE SCHEDULE ON SHEET 3 () 3 8"Ø x 7" STUDS w/() END CAPS (4) 3 8"Ø x 3" AT HEAD (4) 3 8"Ø x 3" AT HEAD 5 7/6" 5 /4" 3/6" 5/8" TYPICAL SEE SCHEDULE 5 3/8" 3/6" 3 /8" 3/6" " 9/6" 9/6" 5 /8" 5/6" 5/6" 3/6" 3 9/6" 3/6" 5 7/8" 5 7/8" " 3 /8" " 3/6" 3 9/6" 3/6" PINE WOOD (4) 3 8"Ø x 3" AT HEAD (4) 3 8"Ø x 3" AT HEAD ALUMINUM PINE WOOD (4) 3 8"Ø x 3" AT HEAD 9/6" 3/6" 5 /6" 3/6" 5/6" 3/6" 5/6" 5/8" () 3 8"Ø x 7" STUDS w/() END CAPS 4 3/8" 3/4" TYPICAL SEE SCHEDULE ON SHEET 3 TYPICAL SEE SCHEDULE ON SHEET 3 3 /8" TYPICAL SEE SCHEDULE ON SHEET 3

8 3/6" 3 5/6" 3 5/6" 3/6" 5 6 "Ø THREADED STUD w/nut AND WASHER 5 6 "Ø THREADED STUD w/nut AND WASHER 5 6 "Ø THREADED STUD w/nut AND WASHER 5 6 "Ø THREADED STUD w/nut AND WASHER