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581 Timber Bridge Ln RESO20-0030 Drawings revision 12-8-20_1SPECIAL DESIGN NOTES: HOST STRUCTURE, MECHANICAL, EGRESS, ELECTRICAL, WIRING, FAN BEAMS, FANS, OR ANY ACCESSORY ATTACHMENTS EXCLUSIONS STRUCTURAL ALUMINUM/CONNECTION NOTES: 1. ALL COMPONENTS SHALL BE STRUCTURAL ALUMINUM (U.N.O.) AND SHALL BE FABRICATED AND ERECTEDACCORDING TO THE GOVERNING BUILDING CODE AND MATERIAL STANDARDS REFERENCED ON THIS SHEET. 2. ALL STRUCTURAL ALUMINUM SHALL MIN 18" THICK U.N.O. AND BE 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 DURINGCONSTRUCTION.4. WHERE ALUMINUM IS IN CONTACT WITH OTHER METALS EXCEPT 300 SERIES STAINLESS STEEL, ZINC ORCADMIUM AND THE FAYING SURFACES ARE EXPOSED TO MOISTURE, THE OTHER METALS SHALL BE PAINTED ORCOATED WITH ZINC, CADMIUM, OR ALUMINUM.5. UNCOATED ALUMINUM SHALL NOT BE EXPOSED TO MOISTURE OR RUNOFF THAT HAS COME IN CONTACT WITHOTHER 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 THATABSORBS WATER SHALL BE PAINTED.6. FOR ALUMINUM IN CONTACT WITH CONCRETE: ACCEPTABLE PAINTS: PRIMING PAINT (ONE COAT), SUCH AS CONTENT). ALT: HEAVY COATING OF ALKALI RESISTANT BITUMINOUS PAINT. ALT: WRAP ALUMINUM WITH A SUITABLEPLASTIC 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 HAVEBEEN 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/AWSA5.10 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 STRUCTURALWELDING CODE-ALUMINUM (D1.2). MINIMUM WELD IS 1/8" THROAT FULL PERIMETER FILLET WELD UNLESSOTHERWISE NOTED.9. STAINLESS STEEL FASTENERS SHALL BE ASTM F593 316 SS COLD WORKED CONDITION. PROVIDE (5) PITCHESMINIMUM PAST THE THREAD PLANE FOR ALL SCREW CONNECTIONS. ALL FASTENER CONNECTIONS TO METAL SHALLPROVIDE 2xDIAMETER EDGE DISTANCE AND 3xDIAMETER SPACING.10. SELF-DRILLING SCREWS SHALL BE TEK BRAND / ALL POINTS FASTENERS OF SIZE #14, STAINLESS STEEL 300SERIES, 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" OR0.55 SPECIFIC GRAVITY MIN.2. ALL METAL CONNECTORS IN CONTACT WITH WOOD USED IN LOCATIONS EXPOSED TO WEATHER SHALL BEGALVANIZED.3. NAILS SHALL PENETRATE THE SECOND MEMBER A DISTANCE EQUAL TO THE THICKNESS OF THE MEMBERBEING 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 REQUIREMENT: POSITION DURING ANY NAMED STORM TO PREVENT EXCESSIVE FORCE ON THE ROOF SYSTEM MECHANICALLY OPENING PERGOLA 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 CODEAMENDMENTS 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. ENGINEERINGEXPRESS 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 PRIORTO 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 HOSTSTRUCTURE 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 JUSTIFYGREATER DESIGN CRITERIA. ALL STRUCTURAL MEMBERS AS SHOWN HAVE BEEN DESIGNED TO CARRY IN PLACE DESIGN LOADS ONLY; THE CONTRACTOR SHALL BE RESPONSIBLEFOR 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 ANDNOT 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.8. FIBER OR WELDED WIRE MESH REINFORCEMENT MAY BE USE AS AN ALTERNATIVE TO STRUCTURAL REBARS AS LONG AS DISTRIBUTION AREA OF REINFORCEMENT REMAINSTHE 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 OROTHERWISE CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR ALUMINUM STRUCTURES" SECTION J.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 EDGEDISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. ALL CONCRETE, HOLLOW BLOCK, OR BRICK ANCHORS TO BE ITW OR MANUFACTURER RATEDEQUIVALENT. 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 EPOXY 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 THELIMITATIONS OF THIS PLAN. THE CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION, AND VERIFY THAT PROPOSED DIMENSIONS AND FIELD CONDITIONSAGREE 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 & SAVESHARMLESS 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. DESIGN CRITERIA: GENERAL NOTES: FLORIDA BUILDING CODE SIXTH EDITION (2017)ASCE 7-10 LOAD COMBINATIONS 1. DEAD LOADS1.1. SYSTEM DEAD LOAD......................... 5 PSF 2. LIVE LOADS2.1. SYSTEM LIVE LOAD......................... 10 PSF 3. SNOW LOAD3.1. GROUND SNOW LOAD...................... 0 PSF3.2. SNOW EXPOSURE FACTOR................ 1.03.3. SNOW LOAD IMPORTANCE FACTOR.... 1.03.4. THERMAL FACTOR........................... 1.13.5. SNOW DRIFT.................................. PER CODE 4. WIND LOADS4.1. METHODOLOGY............................... OPEN STRUCTURE4.2. ULTIMATE WIND SPEED.................... 130 MPH (ASD = SQRT(O.6)*Vult)4.3. WIND EXPOSURE FACTOR................. C4.4. DIRECTIONALITY/OTHER FACTORS..... Kd=0.85, G=0.85, Kz=0.85, Kzt=1.04.5. MEAN ROOF HEIGHT......................... 13 FEET4.6. SYSTEM MOUNTING HEIGHT.............. 0 FEET (AT GRADE) 5. SEISMIC LOADS5.1. SITE CLASS..................................... D5.2. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS............ Ss=0.115, S1=0.0615.3. SEISMIC DESIGN CATEGORY............. B LOUVERS SHALL BE SPACED SUCH THAT THEY ALLOW 50% SYSTEM POROSITY WHEN FULLYOPENED. SYSTEM NOT DESIGNED TO HANDLE CONCENTRATED LOADS FROM HUMAN ACTIVITY. 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 COMPONENTS SHALL BE REMOVED. WINDSCREENS, IF SPECIFIED, SHALL BE RETRACTED PRIOR TO WIND SPEEDS OF 35 MPH. THE STRUCTURE SHALL ALSO NOT BE WALKED UPON AND IS NOT DESIGNED FOR HUMAN ACTIVITY OR STORAGE. THE STRUCTURE SHALL 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 SNOW ADVISORIES. THE CANOPY OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT HOLDER AT THE TIME OF SALE. 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 RAINWATER NOTE: SYSTEM NOT DESIGNED FOR WATERSHED OF RAINFALL FROM ADJACENT ROOFS UNLESS SPECIFICALLY SHOWN HEREIN, TYP. 1 1/2" BEARING NOTE: ALL BEAMS SHALL HAVE A MINIMUM 1 12" DEPTH FULL BEARINGSUPPORT UNLESS NOTED OTHERWISE. GLASS PANEL NOTE (IF SHOWN): SHALL BE MIN 3/8" FULLY TEMPERED GLASS - COMPLY WITH ANSIZ97.1 / CATEGORY II CPSC 16 CFR 1201 AS CERTIFIED BY GLASSMANUFACTURER. VISIT ECALC.IO/STRUXURE FOR ENGINEER CERTIFIED ORIGINALS & MORE INFORMATION ABOUT THIS DOCUMENT OR SCAN THE QR CODE TO THE RIGHT > VISIT ENGINEERINGEXPRESS.COM/STORE FOR ADDITIONAL PLANS, REPORTS & RESOURCES VALID FOR 1 PERMIT ONLY U.N.O. SCALE: COPYRIGHT ENGINEERING EXPRESS SHEET INDEXCOVER PAGE A100TITLESHEET NO.TOP VIEW A102BEAMS & GUTTER PLANA103SECTION A-AA104NOTESSTRUXURE OUTDOOR INC.154 ETHAN ALLEN DRIVEDAHLONEGA, GALEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 32233REVISIONSDESCRIPTIONDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248SECTION B-BA105DETAILSA106DETAILSA107DETAILSA108DETAILSA109perspective VIEW A101a 100I&s09/29/20JAX OUTDOOR KITCHENframe: WHITE Louvers: WHITEelevation: AT GRADEscalepresented byprojectLEOPOLDADDRESS1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 32233contract no.2009118DURING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THEU.S.WEATHER BUREAU AS A HIGH WIND OR SNOW ADVISORYFOR THE AREA, THIS SYSTEM MUST BE LOCKED IN THE OPENPOSITION, WITH THE LOUVER BLADES VERTICAL THESTRUCTURE SHALL ALSO NOT BE WALKED UPON AND IS NOTDESIGNED FOR HUMAN ACTIVITY OR STORAGE.REVISIONSA117DETAILSA110DETAILSA111DETAILSA112DETAILSA113DETAILSA114DETAILSA115DETAILSA116 REVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 101I&sscaleabbreviationslegendperspectiveviewLEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20 AB1SCALE:3/8" = 1'-0"TOP VIEW12117"6"111"240"156"6"6"6"168"HOST STRUCTURE(WOOD FRAME ATTACHMENT)REVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 102I&sscaletop view3/8" = 1'-0''Aluminium Type:Louvers 6063-T5All Other Components 6063-T6LEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20 AB12A104A-AA-AA105B-BA105B-BA1041SCALE:3/8" = 1'-0"BEAMS & GUTTER PLAN72.5"164"116"116"CORNER BEAMCONNECTORCOLUMN 6" x 6" x 3/16"COLUMN 6" x 6" x 3/16"CORNER BEAMCONNECTORCOLUMN 6" x 6" x 3/16"COLUMN 6" x 6" x 3/16"CORNER BEAMCONNECTORSINGLE PERIMETERBEAM 2" x 8" x 18"5 12" GUTTERSINGLE PERIMETERBEAM 2" x 8" x 18"5 12" GUTTERSINGLE PERIMETERBEAM 2" x 8" x 18"5 12" GUTTERSINGLE PERIMETERBEAM 2" x 8" x 18"5 12" GUTTER8DOUBLE INTERIOR BEAMS (2) 2" x 8" x 1"PASS THROUGH GUTTERPASS THROUGH GUTTER105""105"CORNER BEAMCONNECTOR8"72.5"FAN BEAM 8" x 2" x 18"FAN (Non StruxureProduct)FAN (Non StruxureProduct)LED LIGHT (Non Struxure Product)LED LIGHT (Non Struxure Product)PERGOLA CUTPERGOLA CUTPERGOLA CUTPERGOLA CUTHOST STRUCTURE(WOOD FRAME ATTACHMENT)REVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 103I&sscalebeams &gutter plan3/8" = 1'-0''Aluminium Type:Louvers 6063-T5All Other Components 6063-T6LEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20 ABSINGLE PERIMETERBEAM 2" x 8" x 18"5 12" GUTTERSINGLE PERIMETERBEAM 2" x 8" x 18"LOUVERS116"116"LOUVERS117"111"240"COLUMN 6" x 6" x 1/8"144"1SCALE:3/8" = 1'-0"SECTION A-A5 12" GUTTERCOLUMN 6" x 6" x 1/8"DOUBLE INTERIORBEAMS (2) 2" x 10" x 18"HOST STRUCTURE(WOOD FRAME ATTACHMENT)PERGOLA CUTFAN (Non Struxure Product)FAN (Non Struxure Product)36"12"CONCRETE FOOTER12" x 12" x 36"FAN BEAM 8" x 2" x 18"FAN BEAM 8" x 2" x 18"REVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 104I&sscaleSECTIONA-AAluminium Type:Louvers 6063-T5All Other Components 6063-T63/8" = 1'-0''LEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20 12SINGLE PERIMETERBEAM 2" x 8" x 18"5 12" GUTTERSINGLE PERIMETERBEAM 2" x 8" x 18"PASS THROUGH GUTTERLOUVER156"168"1SCALE:3/8" = 1'-0"SECTION B-B152"168"164"PERGOLA CUTPERGOLA CUTFAN (Non Struxure Product)FAN BEAM 8" x 2" x 18"36"24"12"CONCRETE FOOTER12" x 12" x 36"COLUMN 6" x 6" x 1/8"COLUMN 6" x 6" x 1/8"REVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 105I&sscale3/8" = 1'-0''Aluminium Type:Louvers 6063-T5All Other Components 6063-T6SECTIONB-BLEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20 LOUVERS DETAILSIDE VIEWISOMETRIC OUT-SIDE VIEWISOMETRIC IN-SIDE VIEWPIVOT BAR CAPTRACK BARBEAMPIVOT BARPIVOT PINLOUVERBEAMLOUVERTRACK BAR PINPUSH NUTTRACK BARBEAM TRACK PIN5/16" DIA. S.S. W/ 1/2"ENGAGEMENT MIN.PIVOT BARLOUVERPUSH NUTTRACK BAR PINTRACK BAR#10 SS TEKSCREW @ 6" O.CPIVOT BAR CAP6" o.c.6" o.c.6" o.c.6" o.c.6" o.c.6" o.c.6" o.c.6" o.c.6" o.c.12"12"12"12"6"1.866"0.065"REVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 106I&sscaleN.T.S.Aluminium Type:Louvers 6063-T5All Other Components 6063-T6DETAILSLEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20 GUTTER ASSEMBLYISOMETRIC VIEWCORNER BEAM CONNECTIONBEAMBEAM5.5" GUTTER5.5" GUTTERGUTTER CORNERTOP VIEWSIDE VIEWBEAMBEAM5.5" GUTTERGUTTER CORNERCORNER BEAMCONNECTION5.5" GUTTER#14 TEK SCREW (2-PLACES)CORNER BEAMCONNECTIONGUTTER CORNERBEAMBEAM5.5"3"(4) #14 TEK SCREWS(2) #14 TEK SCREWS(2) #14 TEK SCREWS6"6"1"#14 TEK SCREW 1"DOWN FROM TOP OFGUTTER EVERY 12"5.5" GUTTERBEAMREVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 107I&sscaleN.T.S.Aluminium Type:Louvers 6063-T5All Other Components 6063-T6DETAILSLEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20 CORNER BEAMCONNECTIONPERIMETER BEAM(8) #14 TEK SCREWSTYPICAL CORNER ASSEMBLYCORNER BEAM CONNECTION(8) #14 TEK SCREWS THROUGHBEAM INTO CORNER BEAMCONNECTION EACH SIDEBEAMTOP VIEW(8) #14 TEK SCREWS THROUGH BEAM INTOCORNER BEAM CONNECTION EACH SIDEBEAMBEAMSIDE VIEWCORNER BEAM CONNECTION- EXTRUDED WITH CAPSBEAMREVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 108I&sscaleN.T.S.Aluminium Type:Louvers 6063-T5All Other Components 6063-T6DETAILSLEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20 TYPICAL DOUBLE BEAM TOBEAM CONNECTION2" X 8" BEAMS5.5" PASS THROUGH GUTTERDOUBLE 2" X 1 3/4" X 2" X 0.125" U-CHANNEL INSERTLENGTH TO FIT SNUG (MIN 4" LONG), ATTACH EACHANNEL TO BEAM W/ (4) #14 TEK SCREWS EQSPACEDNOTCHED BEAMS5.5" X 3" CUTPERIMETER BEAM2" X 8"(2) #14 TEK SCREWSEQ SPACED, BOTHSIDES OF BEAMINTERIOR BEAM [2] 2" X 8"PASS THROUGH GUTTERREVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 109I&sscaleN.T.S.Aluminium Type:Louvers 6063-T5All Other Components 6063-T6DETAILSLEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20 4"12"12"1 1/2"1 1/2"DOUBLE BEAM CONNECTION (2X8)TYPICAL CONNECTION #14 X 3"TEK SCREWS 12" O.C.TYPICAL CONNECTION(2) #14 X 1" TEK SCREWS12" O.C3/4" HOLE DRILLED FORSCREW INSTALLATIONAND CAPPED.STRUXURE LOUVERS SHOWNPARALLEL TO INTERIOR BEAMSTRUXURE LOUVERS SHOWNPERPENDICULAR TO INTERIOR BEAM(1) #14 X 1" TEK SCREW 8" O.C.(1) #14 X 1" TEK SCREW 8" O.C.GUTTER8" 8"DOUBLE 2X8 BEAMSIDE VIEWSECTIONLOUVERS POSITIONISOMETRIC VIEWREVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 110I&sscaleN.T.S.Aluminium Type:Louvers 6063-T5All Other Components 6063-T6DETAILSLEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20 [3] #14 x 1" TEK SCREWSTHRU POST INTO CHANNELEA. SIDE8" x 8" x 0.1875" POSTLOWER BEAM AND CHANNEL INTO POST[6] #14 x 1" TEK SCREWS THRUCHANNEL INTO BEAM7 3/4" x 2" x 0.125 x 7 3/4" CHANNELPERIMETER BEAM 2"x8"SINGLE BEAM TO 8X8 POST CONNECTIONPERIMETER BEAM 2"x8"#14 TEK SCREWSPOSTCHANNEL#14 TEK SCREWSBOTH SIDEREVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 111I&sscaleN.T.S.Aluminium Type:Louvers 6063-T5All Other Components 6063-T6DETAILSLEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20 1'-0" SQUARE6"x6" POST24" INTO CONCRETECONCRETE SLAB MUSTRESTRAIN POST / FOOTER2500 PSICONCRETE.POST TO FOOTER CONNECTION2'-0"1'-0"3'-0"REVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 112I&sscaleN.T.S.Aluminium Type:Louvers 6063-T5All Other Components 6063-T6DETAILSLEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20 FOR CONCRETE ATTACHMENT:[2] 1/4" DIAM. ITW STAINLESS STEEL TAPCON INTO WALL W/ 3" EMBEDMENT AND3" EDGE DISTANCE, SPACED 12" O.C. STAGGEREDFOR WOOD ATTACHMENT:[2] 1/4" DIAM. S.S. WOOD LAG SCREWS INTO WALL W/ 3" THREAD ENGAGEMENTAND 3/4" MINIMUM EDGE DISTANCE, SPACED 16" O.C. STAGGEREDFOR HOLLOW CMU ATTACHMENT:[2] 1/4" DIAM. S.S. HILTI KWIK-CON II+ INTO BLOCK FACE W/ 1-3/4" EMBEDMENTAND 3" MINIMUM EDGE DISTANCE, SPACED 12" O.C. STAGGEREDALUMINUM BEAMPER PLAN9/16" HOLEDRILLED FORSCREWINSTALLATION1" 1"16"32" O.C.32" O.C.9/16" HOLE DRILLED FORSCREW INSTALLATIONTYPICAL 16" O.C. STUDS1"1"32" O.C.32" O.C.16"16"16"BEAM TO HOST STRUCTURE CONNECTIONEXISTING HOST STRUCTURE SHALL BE EITHER3000 PSI POURED CONCRETE, ORASTM90 HOLLOW / GROUT-FILLED CMU OR#2 SYP WOOD (G=0.55)AS VERIFIED BY OTHERS3" MIN.EMBED.TYPICAL ANCHOR PATTERN (TO WOOD STUDS SHOWN)HOST STRUCTUREGUTTERPERIMETER BEAMREVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 113I&sscaleN.T.S.Aluminium Type:Louvers 6063-T5All Other Components 6063-T6DETAILSLEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20 PERGOLA CUT2" X 8" PERIMETER BEAM#14 TEK SCREW THROUGHPERGOLA CUT INTO "L" INSERTPERGOLA CUT2" X 2" X 0.125" "L" INSERT.2" X 1 3/4" X 2" X 0.125"U-CHANNEL INSERT.(2) #14 TEK SCREWS THROUGHPERGOLA CUT INTO U-CHANNELINSERT EACH SIDE(2) #14 TEK SCREWS THROUGHU-CHANNEL INSERT INTOPERIMETER BEAM2" X 8" PERIMETER BEAM#14 TEK SCREW THROUGHPERGOLA CUT INTO "L" INSERTPERGOLA CUT(2) #14 TEK SCREWS THROUGH PERGOLA CUTINTO U-CHANNEL INSERT EACH SIDE(2) #14 TEK SCREWS THROUGH U-CHANNELINSERT INTO PERIMETER BEAMTEK SCREW THROUGH"L" INSERT INTO BEAM2" X 2" X 0.125" X (D - 1/4")"L" INSERT.2" X 1 3/4" X 2" X 0.125"U-CHANNEL INSERT.2" X 8" BEAMPERGOLA CUT2" X 8" PERIMETER BEAMREVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 114I&sscaleN.T.S.Aluminium Type:Louvers 6063-T5All Other Components 6063-T6DETAILSLEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20 FAN BEAM CONNECTIONBEAMGUTTERU CHANNEL2”x1 ¾”x2”x0.125”7" IN LENGTH(4) #14 X 1" TEKSCREWS THRUINSERT INTOGUTTER(4) #14 X 1" TEKSCREWS THRUBEAM INTOINSERT EA. SIDEACCESSORYBEAMBEAM INSERTBEAMGUTTERREVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 115I&sscaleN.T.S.Aluminium Type:Louvers 6063-T5All Other Components 6063-T6DETAILSLEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20 REVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 116I&sscaleN.T.S.DETAILSLEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20 REVISIONSDATEDRAWN BYSHEET NO.154 Ethan Allen Dr.Dahlonega, GA 30553(800) 303-5248a 117I&sscaleN.T.S.REVISIONSDATE: REVISION:NOTES:123456789101112LEOPOLD 1625 ATLANTIC BEACH DRIVE ATLANTIC BEACH, FL 3223309/29/20