APPROVED PLN ENG BLD BLD2021-0383+Architectural_Plan+3.16.2021_12.42.37_PM+2095100FRANK BENNARDO PE
PE# 56089 CERT.# 4018
MECHANICALLY OPENING PERGOLA
STRUCTURAL ALUMINUM/CONNECTION NOTES:
1. ALL COMPONENTS SHALL BE STRUCTURAL ALUMINUM (U.N.O.) AND SHALL BE FABRICATED AND ERECTED
ACCORDING TO THE GOVERNING BUILDING CODE AND MATERIAL STANDARDS REFERENCED ON THIS SHEET.
2. ALL STRUCTURAL ALUMINUM SHALL BE MIN J" THICK U.N.O. AND BE OF THE FOLLOWING ALLOY AND TEMPER:
- BEAMS, PURLINS, COLUMNS ..... 6063-T6 (UNLESS NOTED OTHERWISE)
- ALL OTHER EXTRUSIONS .......... 6063-T6 (UNLESS NOTED OTHERWISE)
-FASTENERS ............................ SS 316
3. STRUCTURAL ALUMINUM SHALL BE FRAMED PLUMB AND TRUE AND ADEQUATELY BRACED DURING
CONSTRUCTION.
4. WHERE ALUMINUM IS IN CONTACT WITH OTHER METALS EXCEPT 300 SERIES STAINLESS STEEL, ZINC OR
CADMIUM AND THE FAYING SURFACES ARE EXPOSED TO MOISTURE, THE OTHER METALS SHALL BE PAINTED OR
COATED WITH ZINC, CADMIUM, OR ALUMINUM.
5. UNCOATED ALUMINUM SHALL NOT BE EXPOSED TO MOISTURE OR RUNOFF THAT HAS COME IN CONTACT WITH
OTHER UNCOATED METALS EXCEPT 300 SERIES STAINLESS STEEL, ZINC, OR CADMIUM. ALUMINUM SURFACES TO BE
PLACED IN CONTACT WITH MASONRY, CONCRETE, WOOD, FIBERBOARD, OR OTHER POROUS MATERIAL THAT
ABSORBS WATER SHALL BE PAINTED.
6. FOR ALUMINUM IN CONTACT WITH CONCRETE: ACCEPTABLE PAINTS: PRIMING PAINT (ONE COAT), SUCH AS
ZINC MOLYBDATE PRIMER IN ACCORDANCE WITH FEDERAL SPECIFICATION TT-P-645B Q (GOOD "UALITY" NO LEAD
CONTENT). ALT: HEAVY COATING OF ALKALI RESISTANT BITUMINOUS PAINT. ALT: WRAP ALUMINUM WITH A SUITABLE
PLASTIC TAPE APPLIED IN SUCH A MANNER AS TO PROVIDE ADEQUATE PROTECTION AT THE OVERLAPS. NOTE:
ALUMINUM SHALL NOT BE EMBEDDED IN CONCRETE TO WHICH CORROSIVE COMPONENTS SUCH AS CHLORIDES HAVE
BEEN ADDED IF THE ALUMINUM WILL BE ELECTRICALLY CONNECTED TO STEEL.
7. BOLT HOLES SHALL BE DRILLED THE SAME NOMINAL DIAMETER AS THE BOLT + 1/16".
8. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH WELD FILLER ALLOYS MEETING ANSI/AWS
A5.10 STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THE ALUMINUM DESIGN
MANUAL PART I -A, TABLE 7.3.1. ALL ALUMINUM CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES,
QUALITY, AND METHODS OF CONSTRUCTION AS SET FORTH IN THE AMERICAN WELDING SOCIETY'S STRUCTURAL
WELDING CODE -ALUMINUM (D1.2). MINIMUM WELD IS 1/8" THROAT FULL PERIMETER FILLET WELD UNLESS
OTHERWISE NOTED.
9. STAINLESS STEEL FASTENERS SHALL BE ASTM F593 316 SS COLD WORKED CONDITION. PROVIDE (5) PITCHES
MINIMUM PAST THE THREAD PLANE FOR ALL SCREW CONNECTIONS. ALL FASTENER CONNECTIONS TO METAL SHALL
PROVIDE 2xDIAMETER EDGE DISTANCE AND 3xDIAMETER SPACING.
10. SELF -DRILLING SCREWS SHALL BE TEK BRAND / ALL POINTS FASTENERS OF SIZE #14, STAINLESS STEEL 300
SERIES, WITH MINIMUM 1/2" THREAD ENGAGEMENT BEYOND THE CONNECTED PART, UNLESS OTHERWISE NOTED.
STRUCTURAL WOOD NOTES (AS APPLICABLE):
1. ALL DIMENSION LUMBER SHALL BE STRUCTURAL GRADE #2 SOUTHERN YELLOW PINE OR BETTER MEETING
APPLICABLE REQUIREMENTS OF THE SOUTHERN PINE INSPECTION BUREAU (SPIB) AND PRESSURE -IMPREGNATED (PT)
BY AN APPROVED PROCESS (ACQ 0.4 PRESSURE TREATED) PRESERVATIVE IN ACCORDANCE WITH THE APPLICABLE
PROVISIONS OF THE BUILDING CODE AND AMERICAN WOOD PRESERVERS ASSN (AWPA) "BOOK OF STANDARDS" OR
0.55 SPECIFIC GRAVITY MIN.
2. ALL METAL CONNECTORS IN CONTACT WITH WOOD USED IN LOCATIONS EXPOSED TO WEATHER SHALL BE
GALVANIZED.
3. NAILS SHALL PENETRATE THE SECOND MEMBER A DISTANCE EQUAL TO THE THICKNESS OF THE MEMBER
BEING NAILED THERETO. THERE SHALL BE NOT LESS THAN 2 NAILS IN ANY CONNECTION.
4. MEMBERS SHALL BE FREE OF CRACKS AND KNOTS. MOISTURE CONTENT SHALL BE 19% OR LESS.
5. WOOD THAT IS IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS SHOWN ON
STRUCTURAL DRAWINGS, SHALL BE PROTECTED WITH 30 # FELT (UNLESS NOTED OTHERWISE) OR PRESSURE
TREATED IN ACCORDANCE WITH AITC-109. MEMBER SIZE SHOWN ARE NOMINAL UNLESS NOTED OTHERWISE.
STORM WARNING REOUIREMENT:
LOUVERS SHALL BE ROTATED TO A 900
POSITION DURING ANY NAMED STORM
TO PREVENT EXCESSIVE UPLIFT FORCE
ON THE ROOF SYSTEM
EXCLUSIONS
HOST STRUCTURE, MECHANICAL,
EGRESS, ELECTRICAL, WIRING, FAN
BEAMS, FANS, OR ANY ACCESSORY
ATTACHMENTS
-6I SPECIAL DESIGN NOTES:
DURING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE U.S.WEATHER BUREAU AS A HIGH WIND OR SNOW ADVISORY FOR THE
AREA, THIS SYSTEM MUST BE LOCKED IN THE OPEN POSITION, WITH THE LOUVER BLADES VERTICAL, AND ANY FANS OR ACCESSORY
m COMPONENTS SHALL BE REMOVED. WINDSCREENS, IF SPECIFIED, SHALL BE RETRACTED PRIOR TO WIND SPEEDS OF 35 MPH. THE
0 STRUCTURE SHALL ALSO NOT BE WALKED UPON AND IS NOT DESIGNED FOR HUMAN ACTIVITY OR STORAGE. THE STRUCTURE SHALL
m BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO THE OWNER OR TENANT STATING THAT (1)
THE SYSTEM IS NOT DESIGNED FOR HUMAN ACTIVITY AND (2) TO REPOSITION THE LOUVERS AND WINDSCREENS DURING WIND OR
E SNOW ADVISORIES. THE CANOPY OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT HOLDER AT THE TIME OF SALE.
CL
SYSTEM SHALL BE EQUIPPED AND SOMFY CERTIFIED TO OPERATE PROPERLY WITH SENSORS WHICH WILL PROMPT THE LOUVER
BLADES TO ROTATE TO THE OPEN (VERTICAL) POSITION WHENEVER THE WIND SPEED REACHES 45 MPH MINIMUM, OR TEMPERATURE
N DROPS TO 320 FAHRENHEIT OR LOWER, AND/OR INCLUDE THE ABILITY FOR MANUAL OPENING AND LOCKING BY THE USER.
0
N
ID
.DESIGN CRITERIA: I I� I I I
INTERNATIONAL BUILDING CODE (2018), ASCE 7-16 LOAD COMBINATIONS
1. DEAD LOADS
1.1. SYSTEM DEAD LOAD ......................... 5 PSF
2. LIVE LOADS
2.1. SYSTEM LIVE LOAD ......................... 20 PSF
3. SNOW LOAD
3.1.
ROOF SNOW LOAD ..........................
25 PSF
3.2.
SNOW EXPOSURE FACTOR ................
1.0
3.3.
SNOW LOAD IMPORTANCE FACTOR....
1.0
3.4.
THERMAL FACTOR ...........................
1.1
3.5.
SNOW DRIFT ..................................
PER CODE
4. WIND
LOADS
4.1.
METHODOLOGY ...............................
OPEN STRUCTURE
4.2.
ULTIMATE WIND SPEED ....................
110 MPH (ASD = SQRT(O.6)*Vult)
4.3.
WIND EXPOSURE FACTOR .................
C
4.4.
DIRECTIONALITY/OTHER FACTORS.....
Kd=0.85, G=0.85, Kz=0.85, Kzt=1.0
4.5.
MEAN ROOF HEIGHT .........................
12 FEET
4.6.
SYSTEM MOUNTING HEIGHT ..............
0 FEET (AT GRADE)
5. SEISMIC LOADS
5.1. SITE CLASS ..................................... D
5.2. MAPPED SPECTRAL RESPONSE
ACCELERATION PARAMETERS............ S5=1.312, S1=0.465
5.3. SEISMIC DESIGN CATEGORY ............. D
LOUVERS SHALL BE SPACED SUCH THAT THEY ALLOW 50% SYSTEM POROSITY WHEN FULLY
OPENED. SYSTEM NOT DESIGNED TO HANDLE CONCENTRATED LOADS FROM HUMAN ACTIVITY.
GENERAL NOTES:
Digitally signed
by Frank
Bennardo
Date:
2021.03.16
1. THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE ABOVE REFERENCED BUILDING CODE.
STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL GOVERNING CODES. CONTRACTOR SHALL 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.
2. THIS ENGINEER HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING
EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO
CONSTRUCTION. THIS ENGINEERING SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR
TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
3. THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED SYSTEM AS VERIFIED BY THE ENGINEER & OR ARCHITECT OF RECORD, et.al. THE HOST
STRUCTURE WHICH IS DESIGNED, CERTIFIED, AND INSPECTED BY OTHERS MUST PROVIDE SUFFICIENT, CAPACITY FOR THIS SPECIFIED DECK SYSTEM. NO WARRANTY OR
GUARANTEE TO THESE CONDITIONS, EITHER EXPRESSED OR IMPLIED, IS OFFERED WITH THIS CERTIFICATION.
4. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF, INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY
GREATER DESIGN CRITERIA. ALL STRUCTURAL MEMBERS AS SHOWN HAVE BEEN DESIGNED TO CARRY IN PLACE DESIGN LOADS ONLY; THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE SUPPORT OF ANY ADDITIONAL LOADS AND FORCES IMPOSED DURING MANUFACTURING, TRUCKING, ERECTING, AND HANDLING.
5. LOUVERED ROOF SYSTEM SHALL BE PER MANUFACTURER MAXIMUM SPANS OR BY OTHERS. NO CERTIFICATION IS OFFERED FOR WATERPROOFING, SIZING, OR OPERATION
OF GUTTERS.
6. THE INSTALLATION OF ANY ACCESSORIES THAT DO NOT AFFECT THE STRUCTURAL INTEGRITY OF THE STRUCTURE ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION AND
NOT REQUIRED TO BE CERTIFIED UNDER THIS STRUCTURAL DRAWING. THEY MAY BE INSTALLED AS DESIRED PER MFR. SPECIFICATIONS.
7. MINIMUM REBAR COVER FOR CONRETE FOOTINGS IS 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH AND 2" FOR CONCRETE EXPOSED TO EARTH
OR WEATHER.
S. FIBER OR WELDED WIRE MESH REINFORCEMENT MAY BE USE AS AN ALTERNATIVE TO STRUCTURAL REBARS AS LONG AS DISTRIBUTION AREA OF REINFORCEMENT REMAINS
THE SAME. ENGINEERING EXPRESS DOES NOT VALIDATE THE DESIGN OF EITHER MESH WITHOUT PROPER REQUEST.
9. ALL FASTENERS TO BE #14 OR GREATER ASTM F593 COLD WORKED 304 STAINLESS STEEL, UNLESS NOTED OTHERWISE. FASTENERS SHALL BE CADMIUM -PLATED OR
OTHERWISE CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR ALUMINUM STRUCTURES" SECTION 3.3.7.2 BY THE ALUMINUM ASSOCIATION, INC.,
& ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. Fy= 65 KSI MIN. FOR ALUMINUM/STEEL ATTACHMENTS, ALL ANCHORS SHALL BE SPACED WITH 2X DIAMETER END
DISTANCE AND 2.5X DIAMETER MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR ALL FASTENERS.
10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM EMBEDMENT AND EDGE
DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. ALL CONCRETE, HOLLOW BLOCK, OR BRICK ANCHORS TO BE ITW OR MANUFACTURER RATED
EQUIVALENT. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY.
11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
12. ANY SPECIFIED LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO ASTM A36 AND CURRENT EDITION OF AISC WITH MINIMUM Fy = 55KSI.
13. ANY SPECIFIED CONCRETE AND EPDXY TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 7 DAYS U.N.O.
14. SURROUNDING SOIL TO BE COMPACTED TO 95% OPTIMUM DENSITY, 2000 PSF MIN AND SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR TO CONSTRUCTION AS
SANDY GRAVEL CLASS OR BETTER.
15. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT SHALL REMAIN IN CONFORMANCE WITH THE
LIMITATIONS OF THIS PLAN. THE CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION, AND VERIFY THAT PROPOSED DIMENSIONS AND FIELD CONDITIONS
AGREE WITH THIS PROPOSED PLAN. USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, AND INSTALLATION.
THESE DRAWINGS ARE NOT INTENDED TO BE USED AS FABRICATION OR SHOP DRAWINGS.
16. 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.
`17. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
RAINWATER NOTE:
SYSTEM NOT DESIGNED FOR WATERSHED OF RAINFALL FROM
ADJACENT ROOFS UNLESS SPECIFICALLY SHOWN HEREIN, TYP.
VISIT ECALCAUSTRUXU RE
1 1/2" BEARING NOTE:
ALL BEAMS SHALL HAVE A MINIMUM 1 }" DEPTH FULL BEARING
FOR ENGINEER CERTIFIED ORIGINALS
SUPPORT UNLESS NOTED OTHERWISE.
& MORE INFORMATION ABOUT THIS DOCUMENT
OR SCAN THE QR CODE TO THE RIGHT >
GLASS PANEL NOTE (IF SHOWN):
VISIT ENGINEERINGEXPRESS.COM/STORE
SHALL BE MIN 3/8" FULLY TEMPERED GLASS - COMPLY WITH ANSI
FOR ADDITIONAL PLANS, REPORTS & RESOURCES
Z97.1 / CATEGORY II CPSC 16 CFR 1201 AS CERTIFIED BY GLASS
MANUFACTURER.
:25-04'00'
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03/16/2021
GNED, THIS SHEET IS PART OF A
GITALLY SIGNED FILE. IT SHALL
:MAIN IN DIGITAL FORMAT, SHALL
VERIFIED BY ELECTRONIC MEANS,
PRINTED COPIES OF THIS
)CUMENT ARE NOT CONSIDERED
GNED AND SEALED.
DOES NOTCONTAIN AN ENGINEER'S
ORIGINAL SIGNATURE & SEAL, THIS
DOCUMENT IS VOID & NOT VALID FOR
USE. PHOTOCOPIES ARE NOT
PERMITTED FOR USE.
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ENGINEERING
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SCALE: NTS UNLESS NOTED
PRESENTED BY
STRUXURE OUTDOOR OF WASHINGTON
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ADDRESS
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CONTRACT NO.
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REVISIONS A114
REVISIONS
NOTES
FRAME: WHITE
LOUVERS: WHITE
ELEVATION: AT GRADE
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ENGINEERING o PE# `5\60`89 CERT. # 4018zDAHLONEGA,GA A
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DATE
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[File Number] E352997 DATE
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