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# Description pale
<br /> FOUNDATION,CONCRETE,AND REINFORCMENT: STRUCTURAL MATERIALS AND CONNECTIONS:
<br /> SCOPE OF WORK
<br /> FOUNDATION&EARTHWORK STRUCTURAL ALUMINUM&ALUMINUM WELDING: DESIGN&INSTALLATION OF A NEW MECHANICALLY OPENING LOUVERED PERGOLA AS DESIGNED HEREIN AT THE ADDRESS NOTED ABOVE '
<br /> 1. SURROUNDING SOIL TO BE WELL COMPACTED BY MECHANICAL MEANS TO 95%OPTIMUM DENSITY,BE FREE OF MUCK AND ORGANICS,AND ACHIEVE 1. ALL COMPONENTS SHALL BE STRUCTURAL ALUMINUM(U.N.O.)AND SHALL BE FABRICATED AND ERECTED ACCORDING TO THE GOVERNING BUILDING
<br /> 2000 PSF MIN BEARING PRESSURE AND LATERAL BEARING PRESSURE BELOW NATURAL GRADE OF 150 PSF. CODE AND MATERIAL STANDARDS REFERENCED ON THIS SHEET. EXCLUSIONS:
<br /> THE DESIGN OF THE EXISTING HOST STRUCTURE,MECHANICAL ELEMENTS,EGRESS.WATERPROOFING ELECTRICAL,WIRING,FAN BEAMS,FANS,OR ANY
<br /> 2. EXCAVATIONS NEAR ADJACENT FOOTINGS AND FOUNDATIONS SHALL NOT REMOVE LATERAL SUPPORT WITHOUT FIRST UNDERPINNING OR 2. ALL STRUCTURAL ALUMINUM SHALL BE MIN 1/8"THICK U.N.O.AND BE OF THE FOLLOWING ALLOY AND TEMPER. ACCESSORY ATTACHMENTS ARE NOT INCLUDED WITH THIS DESIGN OR CERTIFICATION U.N.O
<br /> PROTECTNG THE THE FOOTING OR FOUNDATION AGAINST SETTLEMENT OR LATERAL TRANSLATION. 2.1.BEAMS,PURLINS,COLUMNS.... 6063-T6
<br /> 2.2.ALL OTHER EXTRUSIONS..,.,.,... 6063-TB •
<br /> 3. SOIL SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR TO CONSTRUCTION AS SAND CLASS OR BETTER.SHOULD OTHER CONDITIONS OR 2,3.FASTENERS............................ SS 316
<br /> MATERIALS BE ENCOUNTERED THE ENGINEER OF RECORD MUST BE NOTIFIED.
<br /> 3. STRUCTURAL ALUMINUM SHALL BE FRAMED PLUMB AND TRUE AND ADEQUATELY BRACED DURING CONSTRUCTION.
<br /> 4 FILL TO BE PLACED OVER THE SOILS CONT NA NG LESS THAN NATURAL°/OAN C WITH NO MORE THAN 0%ROC GROUND TO ACHIEVE THE FINISH K,AND NOT ROCK LARGER THAN MATERIALION.BACKF ILL INCHES IN DIAMETER ANCONSIST OF D PLLACN GRANULAR N
<br /> 4. ALL BEAMS SHALL HAVEAMINIMUMII/2"DEPTH FULL BEARING SUPPORT UNLESS NOTED OTHERWISE. MANUFACTURER'S SPECIFICATIONS REVISION TAG MARKER
<br /> LOOSE LIFTS NOT TO EXCEED 12 INCHES IN THICKNESS.ALL FILL MATERIAL FOUND AT FOUNDATION LEVEL AND BACKFILL SHALL BE COMPACTED TO
<br /> 98%OF THE STANDARD PROCTOR DENSITY. 5. WHERE ALUMINUM IS IN CONTACT WITH OTHER METALS EXCEPT 300 SERIES STAINLESS STEEL,ZINC OR CADMIUM AND THE FAYNG SURFACES ARE THIS SUBMITTAL IS FOR STRUCTURAL PURPOSES ONLY.THIS PRODUCT IS MANUFACTURED BY'OUTDOOR ELEMENTS"ALL MECHANICAL EQUIPMENT PROJECT STATUS
<br /> EXPOSED TO MOISTURE,THE OTHER METALS SHALL BE PAINTED OR COATED WITH ZINC,CADMIUM,OR ALUMINUM. OPERATING THE LOUVERS,AND OTHER ELECTRICAL!MECHANICAL
<br /> UNITS SHALL BE AS PER THE MANUFACTURER'S RECOMMENDATIONS.ANY FIRST SUBMITTAL
<br /> CONCRETE ATION NOT REFERENCED HEREIN SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR THIS PRODUCT WHICH ARE INCORPORATED HEREINR FOM
<br /> 1. CONCRETE MIXTURES SHALL BE DESIGNED TO REACH A COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. 6. UNCOATED ALUMINUM SHALL NOT BE EXPOSED TO MOISTURE OR RUNOFF THAT HAS COME IN CONTACT WITH OTHER UNCOATED METALS EXCEPT IN 2022-07-07
<br /> 300 SERIES STAINLESS STEEL,ZINC,OR CADMIUM.ALUMINUM SURFACES TO BE PLACED IN CONTACT WITH MASONRY,CONCRETE,WOOD,
<br /> 2. ALL MIXING,TRANSPORTING,PLACING.&CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318. FIBERBOARD,OR OTHER POROUS MATERIAL THAT ABSORBS WATER SHALL BE PAINTED.
<br /> 3. NO ADMIXTURES ARE TO BE USED WITHOUT THE WRITTEN APPROVAL OF THE ABOVE-SIGNED ENGINEER. 7. FOR ALUMINUM IN CONTACT WITH CONCRETE ACCEPTABLE PAINTS.PRIMING PAINT(ONE COAT),SUCH AS ZINC MOLYBDATE PRIMER IN
<br /> ACCORDANCE WITH FEDERAL SPECIFICATION TT•P-645B('GOOD QUALITY",NO LEAD CONTENT).ALT.HEAVY COATING OF ALKALI RESISTANT
<br /> 4. CONCRETE SHALL BE TYPE 1 PORTLAND CEMENT MEETING THE REQUIREMENTS OF ASTM C150,AGGREGATES TO MEET ASTM C33.POTABLE WATER BITUMINOUS PAINT.ALT:WRAP ALUMINUM WITH A SUITABLE PLASTIC TAPE APPLIED IN SUCH A MANNER AS TO PROVIDE ADEQUATE PROTECTION AT
<br /> SHALL BE USED. THE OVERLAPS.
<br /> 5. SLUMP SHALL BEAMINPAUMOF3"ANDMAXIMUMOF5'CONCRETEDURINGANDIMMEDIATELYAFTERDEPOSITINGSHALLBYTHOROUGHLY B. ALUMINUM SHALL NOT BE EMBEDDED IN CONCRETE TO WHICH CORROS fVE COMPONENTS SUCH AS CHLORIDES HAVE BEEN ADDED IF THE ALUMINUM OUTDOOR
<br /> COMPACTED BY MEANS OF MECHANICAL VBRATION. WILL BE ELECTRICALLY CONNECTED TO STEEL.EMBEDDED ALUMINUM ELEMENTS WILL BE COVERED WITH PLASTIC TAPE OR OTHERWISE ELEMENTS
<br /> PROTECTED AS PER 2015 ADM M.7.3.
<br /> REINFORCING STEEL
<br /> 1. ALL REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO CURRENT REQUIREMENTS OF 9. BOLT HOLES SHALL BE DRILLED THE SAME NOMINAL DIAMETER AS THE BOLT+1/16". San(ego,CA 42111
<br /> ASTM A615,GRADE 60(U.O.N.),FREE FROM OF,LOOSE SCALE AND LOOSE RUST AND BENT,LAPPED.PLACED,SUPPORTED AND FASTENED 08
<br /> ACCORDING TO THE'ACI DETAILING MANUAL'(SP-66)AND THE ACI 318. 10.ALUMINUM WELDINGPhase: (&SS)4304722
<br /> SHALL BE PERFORMED IN ACCORDANCE WITH WELD FILLER ALLOYS MEETING ANSIAWS A5.10 STANDARDS TO ACHIEVE DESIGN CRITERIA Pax: (855)4372
<br /> 2. ALL WELDING WIRE FABRIC IS TO CONFORM TO ASTM A785 MINIMUM YIELD STRENGTH OF 85 KSI. ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART LA,TABLE 7.3.1.ALL ALUMINUM CONSTRUCTION SHALL BE
<br /> IN CONFORMANCE WITH THE TOLERANCES,QUALIFY,AND METHODS OF CONSTRUCTION AS SET FORTH N THE AMERICAN WELDING SOCIETYS BUILDING CODE(2018), • F.hJC'IF+E.c:-=slPiC=:
<br /> STRUCTURAL WELDING CODE-ALUMINUM(D1.2).MINIMUM WELD IS 1/8"THROAT FULL PERIMETER FILLET WELD UNLESS OTHERWISE NOTED. 201EINTERNATIONALBUILDING CODE 018),
<br /> 3. CLEAR COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED. 2019 CALIFORNIAL LOADCOMBINATIONS
<br /> FOOTINGS EXPOSED TO EARTH: 3' 11.STAINLESS STEEL FASTENERS SHALL BE ASTM F593 316 SS COLD WORKED CONDITION.PROVIDE(5)PITCHES MINIMUM PAST THE THREAD PLANE FORa ADDRESS.
<br /> UNFORMED FACES EXPOSED TO EARTH: 3' ALL SCREW CONNECTIONS.ALL FASTENER CONNECTIONS TO METAL SHALL PROVIDE 2xDIAMETER EDGE DISTANCE AND 3OILAMETER SPACING. 1 DEAD LOADS POSTAL
<br /> T L ADDRESS:
<br /> S: 70#219
<br /> FORMED FACES IN CONTACT WITH EARTH: 2" 1.1 LOADS DEAD LOAD 5 PSF 401 W.ABEACH,AVE.E.R1
<br /> SLABS NOT IN CONTACT WITH EARTH. 3/4' 12.SELF-DRILLNG SCREWS SHALL BE TEK BRAND/ALL POINTS FASTENERS OF SIZE#14,STAINLESS STEEL 300 SERIES,WITH MINIMUM 1/2 THREAD
<br /> 44
<br /> SLABS EXPOSED TO WEATHER. 2' ENGAGEMENT BEYOND THE CONNECTED PART,UNLESS OTHERWISE NOTED. 2 LINE LOADS NNVW.ENGINEERN3EXPRESS-COAL
<br /> BEAMS AND COLUMNS. 1-1/2"
<br /> 13.THE CONTRACTOR I RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 2.1 ROOF LIVE LOADS 20 PSF
<br /> 4. ALL STEEL SHALL BE SECURELY HELD IN PLACE DURING POURING OF CONCRETE.IF REQUIRED,ADDITIONAL BARS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. 14.ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY OTHERS. 3 ''
<br /> .SNOW LOAD -
<br /> 3.1 GROUND SNOW LOAD 0 PSF
<br /> 5. WHEN REINFORCING STEEL IS NOTED AS CONTINUOUS REINFORCING IN SLABS,WALLS,AND/OR BEAMS,SPLICE CONTINUOUS REINFORCING STEEL STRUCTURAL WOOD(AS APPLICABLE): 3.2 SNOW EXPOSURE FACTOR 1.0 tom(
<br /> ONLY WHEN UNAVOIDABLE DUE TO STOCK LENGTHS. 1. ALL DIMENSION LUMBER SHALL BE STRUCTURAL GRADE#2 SOUTHERN YELLOW PNE(G=0.55 MIN)OR STRUCTURAL GRADE#2 DOUGLAS FIR 3.3 SNOW LOAD IMPORTANCE FACTOR 1.0
<br /> 5,1 LAP CONTINUOUS REINFORCING A MINIMUM OF 48 BAR DIAMETERS IN BEAMS&COLUMNS,36 BAR DIAMETERS IN SLABS. (G=0.50 MN)OR BETTER MEETING APPLICABLE REQUIREMENTS OF NDS-20189(TABLE 4A)AND BE PRESSURE-IMPREGNATED(PT)BY AN APPROVED 34 THERMAL FACTOR 1.2
<br /> 5.2 STAGGER ALL SPLICES A MN MUM OF FOUR FEET.ADJACENT BAR WITH SPLICES ARE NOT ACCEPTABLE. PROCESS(ACQ 0.4 PRESSURE TREATED)PRESERVATIVE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE BUILDING CODE AND 3.5 SNOW DRIFT PER CODE 1.&
<br /> 5.3 LOCATE TOP BAR FOR SPLICES WITHIN MIDDLE HALF GO THE SPAN AND LOCATE BOTTOM BAR SPLICES AT SUPPORTS,OR BETWEEN AMERICAN WOOD PRESERVERS ASSN(AWPA)"BOOK OF STANDARDS'.ALL METAL CONNECTORS IN CONTACT WITH WOOD USED IN LOCATIONS 4.WIND LOADS �'F4Wis Y..
<br /> SUPPORTS AND 1/3 SPAN POINT UNLESS NOTED OTHERWISE ON PLANS,DETAILS OR SCHEDULES. EXPOSED TO WEATHER SHALL BE GALVANIZED.
<br /> 5.4 CONTINUITY AT COLUMNS SHALL BE PROVIDED BY CONTINUING HORIZONTAL REBARS THROUGH COLUMNS OR BY BENDING HORIZONTAL 4.1 METHODOLOGY OPEN STRUCTURE
<br /> REINF.INTO COLUMNS ADISTANCE OF 30'. 2. NAILS SHALL PENETRATE THE SECOND MEMBER A DISTANCE EQUAL TO THE THICKNESS OF THE MEMBER BENG NAILED THERETO.THERE SHALL BE 4.2 ULTIMATE WIND SPEED 100 MPH(ASD=SRT(0.6)NUL)
<br /> 5.5 PROVIDE 12"STANDARD ACI HOOK MINIMUM FOR ALL DISCONTINUOUS TOP REINFORCING. NOT LESS THAN 2 NAILS IN ANY CONNECTION. 4.3 WIND EXPOSURE FACTOR C a O(F
<br /> 5.6 PROVIDE INTERIOR AND EXTERIOR HORIZONTAL LAPPED CORNER BARS AT ALL CORNERS TO MATCH SIZE,TYPE AND SPACNG OF 4.4 DIRECTIONALITY!OTHER FACTORS K0485,G=0.85,Kz=0.85,Krt=1.0 Z, o<o f E
<br /> HORIZONTAL WALL REINFORCING IF APPLIED. 3. MEMBERS SHALL BE FREE OF CRACKS AND KNOTS.MOISTURE CONTENT SHALL BE 19%OR LESS. 4.5 MEAN ROOF HEIGHT 10'-10' `, 3 E
<br /> 5.7 PROVIDE 2-#5 X 48'DIAGONALLY AT CORNERS OF ALL OPENINGS WIDER THAN 15".EXTEND BOTTOM BARS 8-PAST OPENINGS GREATER THAN 4.6 SYSTEM MOUNTING HEIGHT 5-0'(AT GRADE) Ill b e^int�o _0
<br /> 3'-0'ON BOTH SIDES. 4. WOOD THAT IS IN CONTACT WITH CONCRETE OR MASONRY,AND AT OTHER LOCATIONS AS SHOWN ON STRUCTURAL DRAWINGS,SHALL BE 4.7 RESULTANT WIND LOAD a A'g`}'t 3
<br /> 5.8 LAP SPLICES IN WELDED WIRE FABRIC ARE TO BE MADE SUCH THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRES P4.7.1 GRAVITY(+) 34 PSF S �L
<br /> PROTECTED UNLESS 30#FELT(UNLESS NOTED OTHERWISE)OR PRESSURE TREATED IN ACCORDANCE WITH ARC-709.MEMBER SIZE SHOWN ARE 4.7.2 UPLIFT(-) -10 PSF 0 <iz INF ,
<br /> EACH FABRIC SHEET IS NOT LESS THEN THE CROSS WIRE SPACING PLUS 3" NOMINAL NOTED OTHERWISE.
<br /> 4.7.3 LATERAL 10PSF 17'J g,}i�p{ �
<br /> 6. SHOP DRAWINGS SHALL BE SUBMITTED FOR E.O.R.REVIEW AND APPROVAL BEFORE INSTALLATION. OTHER MATERIALS(AS APPLICABLE) S, W U`�@'IL!
<br /> 1 ANY SPECIFIED LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO ASTM A36 AND CURRENT EDITION OF AISC WITH MINIMUM Fy=36 KSI 5.SEISMIC LOADS G I
<br /> 7. ALL STRUCTURAL PRECAST UNITS AND THEIR ATTACHMENTS TO THE MAIN STRUCTURE SHALL BE INSPECTED AFTER ERECTION,BUT BEFORE 5.1 RISK CATEGORY II
<br /> c��ae.l :
<br /> CONCEALMENT.SUCH INSPECTIONS SHALL BE PERFORMED BY AN ARCHITECT OR PROFESSIONAL ENGINEER REGISTERED IN THE PERMITTING 2. GLASS PANELS(IF SHOWN)SHALL BE MIN 3/8"FULLY TEMPERED GLASS&MUST COMPLY WITH ANSI Z97 1/CATEGORY II CPSC 16 CFR 1201 AS 5.2 SITE CLASS 0 c
<br /> STATE. CERTIFIED BY GLASS MANUFACTURER 5.3 SS 1.313 TT-)b
<br /> 54 S1 0.465
<br /> 5.5 SEISMIC DESIGN CATEGORY(SDC) D
<br /> ANCHORS&FASTENERS 5.6 LONG TRANSITION PERIOD(TL) 12
<br /> 1. ALL FASTENERS TO BE#14 OR GREATER ASTM F593 COLD WORKED 316 STAINLESS STEEL.UNLESS NOTED OTHERWISE.FASTENERS SHALL BE 5.7 LATERAL RESISTING SYSTEM
<br /> CADMIUM-PLATED 316 OR OTHERWISE CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH'SPECIFICATIONS FOR ALUMINUM STRUCTURES" 5.8.1 CANTILEVER COLUMN(GA SPEC)
<br /> BY THE ALUMINUM ASSOCIATION.INC..&ANY APPLICABLE FEDERAL,STATE,AND/OR LOCAL CODES.
<br /> 2. ALL METAL CONNECTORS USED IN LOCATIONS EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED.
<br /> CERTIFICATION&LIABILITY 3. ALL FASTENERS SHALL BE SPACED WITH 2x DIAMETER END DISTANCE AND 2.5xDIAMETER MIN.SPACING TO ADJACENT FASTENERS,UNLESS NOTED GENERAL NOTES: 0
<br /> OTHERWISE.PROVIDE(5)PITCHES MINIMUM PAST THE THREAD PLANE FOR ALL FASTENERS. Z
<br /> 1. USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT,COMPONENTS SELECTED,AND INSTALLATION.THESE 1. THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE ABOVE
<br /> DRAWINGS ARE NOT INTENDED TO BE USED AS FABRICATION OR SHOP DRAWINGS, 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH SINTO RECOMMENDATIONS.MINIMUM EMBEDMENT SHALL BE AS NOTED HEREIN. REFERENCED BUILDING CODE.STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL GOVERNING CODES.CONTRACTOR SHALL I Z
<br /> MINIMUM EMBEDMENT AND EDGE DISTANCE ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO,FOAM,BRICK,AND INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY AND GOVERN.DESIGN CRITERIA OR SPANS BEYOND
<br /> OTHER WALL FINISHES.ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY.
<br /> 2. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA.THEY MAY VARY SLIGHTLY,OUT SHALL REMAIN IN STATED HEREIN MAY REQUIRE ADDITIONAL SITE SPECIFIC SEALED ENGINEERING. Q CO
<br /> CONFORMANCE WITH THE LIMITATIONS P THIS PLAN.THE CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION,AND VERIFY 5. ANCHOR QUANTITIES INDICATED IN DETAILS ARE FOR GRAPHICAL PURPOSES ONLY.DO NOT SCALE DIAMETER,LENGTH,OR PENETRATION(S).AEAD
<br /> THAT PROPOSED DIMENSIONS AND FIELD CONDITIONS AGREE WITH THIS PROPOSED PLAN. SME(S)ARE FREELY INTERCHANGEABLE. 2. THE EXISTING HOST STRUCTURE MUST BE CAPABLE P SUPPORTING THE LOADED SYSTEM AS VERIFIED BY THE ENGINEER&OR ARCHITECT OF 0
<br /> RECORD,et.al.THE HOST STRUCTURE WHICH IS DESIGNED,CERTIFIED,AND INSPECTED BY OTHERS MUST PROVIDE SUFFICIENT,CAPACITY FOR THIS a6 Io
<br /> 3. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE.INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND SPECIFIED DECK SYSTEM.NO WARRANTY OR GUARANTEE TO THESE CONDITIONS,EITHER EXPRESSED OR IMPLIED,IS OFFERED WITH THIS W m
<br /> MEASUREMENTS. NON'STRUCTURAL ELEMENTS:
<br /> MEASUREMENTS.WORK SHAALL BE FIELD VERIF
<br /> IED ED PRIOR TO CONSTRUCTION OTHIS LIABLE
<br /> ASHALL BERRONEOUS
<br /> NOTIFIED AND GIVEN AN OPPORTUNITYA 1. THE INSTALLATION OF ANY ACCESSORIES THAT DO NOT AFFECT THE STRUCTURAL INTEGRITY OF THE STRUCTURE ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION. Q
<br /> NOT BE HELD RESPONSIBLE O
<br /> TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND CERTIFICATION AND NOTREQUIRED TO BE CERTIFIED UNDER THIS STRUCTURAL DRAWING.THEY MAY BE INSTALLED WITHIN LIMITATIONS STATED 3. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF,INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS Q Q U
<br /> FABRICATION AND INSTALLATION OF MATERIALS. HEREIN AND AS DESIREDRED PER MFR.SPECIFICATIONS.DETAILS PROVIDED HEREIN ARE FOR REFERENCE ONLY WHICH MAY JUSTIFY GREATER DESIGN CRITERIA.ALL STRUCTURAL MEMBERS AS SHOWN HAVE BEEN DESIGNED TO CARRY IN PLACE DESIGN LOADS I (,L
<br /> ONLY,THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUPPORT OF ANY ADDITIONAL LOADS AND FORCES IMPOSED DURING MANUFACTURING, (0 O
<br /> 4. USE OF THIS SIGNED&SEALED DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT,COMPONENTS SELECTED,AND TRUCKING,ERECTING,AND HANDLING. W 0 0
<br /> INSTALLATION REQUIREMENTS.
<br /> 4. SPECIAL INSPECTIONS MAY BE REQUESTED OR REQUIRED AT THE DISCRETION OF THE AUTHORITY HAVING JURISDICTION. J a
<br /> 5. THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED WITHOUT THE ORIGINAL SIGNATURE&RAISED SEAL OF THE CERTIFYING P.E.ALTERATIONS, 4.1.IN AREAS OF SEISMIC DESIGN CATEGORY(SDC)D-F,AN INSPECTOR SHALL EXAMINE THE DESIGNATED SEISMIC SYSTEM,MOUNTING,AND I- Z 0)
<br /> ADDITIONS OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION.PHOTOCOPIES AND UNSEALED ANCHORAGE REQUIRING QUALIFICATION IN ACCORDANCE WITH SECTION 13.2.2 OF ASCE 7 PER IBC 1705.12.4,AS WELL AS INSPECT REINFORCEMENT
<br /> DOCUMENTS ARE NOT TO BE ACCEPTED. I� AND VERIFY PLACEMENT PER IBC 19084 .. Q 0
<br /> 6. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,et.al. Digitally signed by Frank 5. STRUCTURAL CERTIFICATION FROM THE ENGINEER LISTED IN THE CERTIFICATION&',FAI IS APPLICABLE FOR THE 4 STRUCTURAL PAGES: ' 1 Z
<br /> INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM 9001,8002,3003&3004. m (-
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<br /> MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE.&FEDERAL U) W
<br /> CODES&FROM DEVIATIONS OF THIS PLAN. Bennardo w
<br /> i I S)' V 1' LOUVERED PERGOLA DESIGN&OPERATION: o Q
<br /> 7. ALTERATIONS,ADDITIONS,HIGHLIGHTING.OR OTHER MARKINGS TO THIS DOCUMENT ARE ONLY PERMITTED TO SHOW SITE-SPECIFIC CONDITIONS, «(' -•/N 1. LOUVERS SHALL BE SPACED SUCH THAT THEY ALLOW 50%SYSTEM POROSITY WHEN FULLY OPENED. o Z Z
<br /> HOWEVER ANY CHANGES,ALTERATIONS R ADDITIONS MADE TO THE CONTENT OF THIS DOCUMENT WILL INVALIDATE THIS CERTIFICATION. w. Reason: Printed copies of thiso o
<br /> `.i.1,,,j ��
<br /> 1, 2. LOUVERS SHALL BE ROTATED TO A 90 DEGREE'OPEN'POSITION DRU WG ANY NAMED STORM OR WEATHER DESIGN EVENT TO PREVENT EXCESSIVE n p 'm
<br /> 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED .,,�` ,`• 1'`-%FT7 Ir, -� FORCE TO THIS STRUCTURE.THE OWNER SHALL BE NOTIFED IN WRITING OF THIS AND THAT CARE SHALL BE TAKE TO AVOID BUILDUP OF SNOW, i O o Z
<br /> 4,�,.. document are not considered DEBRIS,CONSTRUCTION LOADS,&ANY OTHER FORCES THAT CAN AFFECT THE INTERTYOF THIS DESIGN ¢ m N N W
<br /> 3. THE STRUCTURE SHALL NOT BE WALKED UPON AND IS NOT DESIGNED FOR HUMAN ACTIVITY OR STORAGE.
<br /> '!'' lL. signed and sealed;The OUTDOOR ELEMENTS USA
<br /> , (`+ / COMMONLVW&TVES fPS
<br /> `.y' 4. THE STRUCTURE SHALL BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO THE OWNER OR TENANT STATING COMMON LAW&OTHER
<br /> THAT(1)THE SYSTEM IS NOT DESIGNED FOR HUMAN ACTIVITY AND(2)TO REPOSITION THE LOUVERS AND WINDSCREENS DURING WIND OR SNOW PROPERTY RIGHTS IN THIS
<br /> must be verified on ADVISORIES THE CANOPY OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BYTHE PERMIT HOLDER AT THE TIME OFSALE.
<br /> DOCUMENT.THIS DOCUMENT
<br /> "';.{.17"I) ,� 5. SYSTEM SHALL BE EQUIPPED AND SOMFY CERTFIED TO OPERATE PROPERLY WITH SENSORS WHICH WILL PROMPT THE LOUVER BLADES TO ROTATE COPED.SHALL OT BE REPRODUCED,
<br /> CHANGED OR
<br /> '��! ',<:<,./,r.1,N' any electronic copies. TO THE OPEN(VERTICAL)POSITION WHENEVER THEWIND SPEED REACHES 45 MPH MINIMUM,OR TEMPERATURE DROPS TO 32'FAHRENHEIT OR DI�SLOOSSREDN4ANY FORM OR
<br /> �, • LOWER,AND/OR INCLUDE THE ABILITY FOR MANUAL OPENING AND LOCKING BY THE USER. MANNER
<br /> WHATSO FIRST EVER
<br /> • �.. J.1�• G QTHE
<br /> -S AJf}I�/A)'} ." Date:2022.07.1412.46.08 6. LOUVERED ROOF SYSTEM SHALL BE PER MANUFACTURER MAXIMUM SPANS OR BY OTHERS. WITCONSENT OF OUTDOOR WRITTEN
<br /> ' ELEMENTS USA.
<br /> 04'00' 7. NO CERTIFICATION IS OFFERED FOR WATERPROOFNG,SIZING,OR OPERATION P GUTTERS.
<br /> 8. SYSTEM NOT DESIGNED FOR WATERSHED OF RAINFALL FROM ADJACENT ROOFS UNLESS SPECIFICALLY SHOWN HEREIN,TYP.
<br /> DRAWN. GOV
<br /> VISIT ECALC.IO/OUTDOORELEMENTS CEl HECKED:PER
<br /> FOR ENGINEER CERTIFIED ORIGINALS&MORE • MEASURED 02706@3
<br /> INFORMATION ABOUT THIS DOCUMENT OR SCAN THE SCALE AS NOTED ON SHEET
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