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APPROVED BLD BLD2024-0183+Arch+2.1.2024_10.15.14_AM+4033783SCOPE OF WORK: DESIGN & INSTALLATION OF A NEW PERGOLA AS DESIGNED HEREIN AT THE ADDRESS NOTED ABOVE EXCLUSIONS: THE DESIGN OF THE EXISTING HOST STRUCTURE, MECHANICAL ELEMENTS, EGRESS, WATERPROOFING, ELECTRICAL, WIRING, FAN BEAMS, FANS, OR ANY ACCESSORY ATTACHMENTS ARE NOT INCLUDED WITH THIS DESIGN OR CERTIFICATION U.N.O MEMBERS/COMPONENTS TO BE INSTALLED BY OTHERS (NOT BY STRUXURE): 1. CONCRETE FOOTING OR SLABS. 2. KNEE WALLS OR PARAPETS 3. STEEL MEMBERS OR ANY WELDED STEEL SLEEVES 4. BASE PLATE EMBEDS 5. WOOD BLOCKING OR ANY OTHER HOST ATTACHMENTS SUCH AS STEEL STUDS, WOOD STUDS, ETC DESIGN CRITERIA: INTERNATIONAL BUILDING CODE(2021) WASHINGTON STATE BUILDING CODE 2021 ( ) ASCE 7-16 LOAD COMBINATIONS 1. DEAD LOADING 1.1. ROOF DEAD LOAD ........................... 5 PSF 2. LIVE LOADING 2.1. ROOF LIVE LOAD ............................. 20 PSF 3. SNOW LOADING 3.1. GROUND SNOW LOAD ...................... 30 PSF 3.2. SNOW EXPOSURE FACTOR ................ 1.0 3.3. SNOW LOAD IMPORTANCE FACTOR.... 1.0 3.4. THERMAL FACTOR ........................... 1.2 3.5. SNOW DRIFT .................................. PER CODE 4. WIND LOADING INPUTS 4.1. METHODOLOGY ............................... OPEN STRUCTURE 4.2. RISK CATEGORY .............................. II 4.3. ULTIMATE WIND SPEED .................... 110 MPH (ASD = SQRT(0.6)*Vult) 4.4. WIND EXPOSURE FACTOR ................. C 4.5. DIRECTIONALITY/OTHER FACTORS..... Kd=0.85, G=0.85, Kz=0.85, Kzt=1.0 4.6. MEAN ROOF HEIGHT ......................... 11 FT 6 IN 4.7. SYSTEM MOUNTING HEIGHT .............. 0 FT (AT GRADE) 5. SEISMIC LOADS (DOES NOT GOVERN) 5.1. RISK CATEGORY ............................... II 5.2. SITE CLASS ..................................... D 5.3. SS .................................................. 1.305 5.4. SL................................................... 0.462 5.5. SEISMIC DESIGN CATEGORY (SDC).... D 5.6. LONG TRANSITION PERIOD (TO......... 6 5.7. LATERAL RESISTING SYSTEM 5.7.1. CANTILEVER COLUMN (G.1 SPEC.) 6. A.S.D. COMBINED LOADING 6.1. GRAVITY (+) .................................... 30.20 PSF 6.2. UPLIFT (-) ........................................ 17.52 PSF 6.3. LATERAL .......................................... 16.80 PSF GENERAL NOTES 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. 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. 3. 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 SITE SPECIFIC FREE STANDING PERGOLA : The followingthbdocumentation shall be available on SPECIFIC- � site for the building inspector: (SEE PLANS FOR ENCLOSURE TYPE) ®COE APPROVED ARCHITECTURAL PLAN SET ❑ COE APPROVED STRUCTURAL PLAN SET ANTHONY COLLINS 17802 TALBOT ROAD, EDMONDS, WA 98026 FOR THE SUPPORT OF ANY ADDITIONAL LOADS AND FORCES SUITABLE PLASTIC TAPE APPLIED IN SUCH A MANNER AS TO IMPOSED DURING MANUFACTURING, TRUCKING, ERECTING, PROVIDE ADEQUATE PROTECTION AT THE OVERLAPS. AND HANDLING. 8. ALUMINUM SHALL NOT BE EMBEDDED IN CONCRETE TO 4. SPECIAL INSPECTIONS MAY BE REQUESTED OR REQUIRED AT WHICH CORROSIVE COMPONENTS SUCH AS CHLORIDES THE DISCRETION OF THE AUTHORITY HAVING JURISDICTION. HAVE BEEN ADDED IF THE ALUMINUM WILL BE ELECTRICALLY 4.1. IN AREAS OF SEISMIC DESIGN CATEGORY (SDC) D-F, AN CONNECTED TO STEEL. EMBEDDED ALUMINUM ELEMENTS INSPECTOR SHALL EXAMINE THE DESIGNATED SEISMIC WILL BE COVERED WITH PLASTIC TAPE OR OTHERWISE SYSTEM, MOUNTING, AND ANCHORAGE REQUIRING PROTECTED AS PER 2015 ADM M.7.3. QUALIFICATION IN ACCORDANCE WITH SECTION 13.2.2 9. BOLT HOLES SHALL BE DRILLED THE SAME NOMINAL OF ASCE 7 PER IBC 1705.12.4, AS WELL AS INSPECT DIAMETER AS THE BOLT + 1/16". REINFORCEMENT AND VERIFY PLACEMENT PER IBC 10. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE 1908.4 WITH WELD FILLER ALLOYS MEETING ANSI/AWS A5.10 LOUVERED PERGOLA DESIGN & OPERATION: STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN 1. DURING SUCH PERIODS OF TIME AS ARE DESIGNATED BY ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART THE U.S. WEATHER BUREAU AS A HIGH WIND OR SNOW I -A, TABLE 7.3.1. ALL ALUMINUM CONSTRUCTION SHALL BE ADVISORY FOR THE AREA, THIS SYSTEM MUST BE LOCKED IN IN CONFORMANCE WITH THE TOLERANCES, QUALITY, AND THE OPEN POSITION, WITH THE LOUVER BLADES METHODS OF CONSTRUCTION AS SET FORTH IN THE VERTICAL, AND ANY FANS OR ACCESSORY COMPONENTS AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING SHALL BE REMOVED. WINDSCREENS, IF SPECIFIED, SHALL CODE -ALUMINUM (D1.2). MINIMUM WELD IS 1/8" THROAT BE RETRACTED PRIOR TO WIND SPEEDS OF 35 MPH. FULL PERIMETER FILLET WELD UNLESS OTHERWISE NOTED. 2. THIS STRUCTURE SHALL NOT BE WALKED UPON AND IS NOT 11. STAINLESS STEEL FASTENERS SHALL BE ASTM F593 316 SS DESIGNED FOR HUMAN ACTIVITY OR STORAGE. COLD WORKED CONDITION. PROVIDE (5) PITCHES MINIMUM 3. THE STRUCTURE SHALL BE POSTED WITH A LEGIBLE PAST THE THREAD PLANE FOR ALL SCREW CONNECTIONS. O AND READILY VISIBLE DECAL OR PAINTED ALL FASTENER CONNECTIONS TO METAL SHALL PROVIDE INSTRUCTIONS TO THE OWNER OR TENANT STATING 2xDIAMETER EDGE DISTANCE AND 2.5xDIAMETER SPACING. THAT (1) THE SYSTEM IS NOT DESIGNED FOR HUMAN 12. SELF -DRILLING SCREWS SHALL BE TEK BRAND / ALL POINTS ACTIVITY, (2) TO REPOSITION THE LOUVERS AND FASTENERS OF SIZE #14, STAINLESS STEEL 300 SERIES, WINDSCREENS DURING WIND OR SNOW ADVISORIES, WITH MINIMUM 1/2" THREAD ENGAGEMENT BEYOND THE AND (3) THAT CARE SHALL BE TAKEN TO AVOID THE CONNECTED PART, UNLESS OTHERWISE NOTED. BUILDUP OF SNOW, DEBRIS, CONSTRUCTION LOADS, 13. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL OR OTHER FORCES THAT MAY EFFECT THE INTEGRITY MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT OF THIS DESIGN. THE CANOPY OWNER SHALL BE ELECTROLYSIS. NOTIFIED OF THESE CONDITIONS BY THE PERMIT 14. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & HOLDER AT THE TIME OF SALE. INSTALLED BY OTHERS. 4. SYSTEM SHALL BE EQUIPPED AND SOMFY CERTIFIED WIND STRUCTURAL WOOD (AS APPLICABLE): SENSOR WHICH WILL ROTATE THE LOUVERS TO THE OPEN 1. ALL DIMENSION LUMBER SHALL BE STRUCTURAL GRADE #2 (VERTICAL) POSITION WHEN PEAK WIND GUSTS REACH 60 SOUTHERN YELLOW PINE OR BETTER MEETING APPLICABLE MPH OR GREATER. IT IS RECOMMENDED THAT THE PERGOLA REQUIREMENTS OF THE SOUTHERN PINE INSPECTION SYSTEM BE UNPLUGGED ONCE THE WIND SENSOR BUREAU (SPIB) AND PRESSURE -IMPREGNATED (PT) BY AN ACTIVATES THE OPEN POSITION. IT IS THE OWNER'S APPROVED PROCESS (ACQ 0.4 PRESSURE TREATED) RESPONSIBILITY TO ENSURE THE LOUVERS ARE PROPERLY PRESERVATIVE IN ACCORDANCE WITH THE APPLICABLE ROTATED IN THE EVENT OF POWER LOSS OR SENSOR PROVISIONS OF THE BUILDING CODE AND AMERICAN WOOD MALFUNCTION PRIOR TO A DESIGN EVENT. ENSURE SYSTEM PRESERVERS ASSN (AWPA) "BOOK OF STANDARDS" OR 0.55 IS CLEAR OF EXCESSIVE DEBRIS & LOADING AT ALL TIMES. SPECIFIC GRAVITY MIN. PERGOLA OWNER SHALL BE NOTIFIED IN WRITING OF THESE 2. ALL METAL CONNECTORS IN CONTACT WITH WOOD USED IN CONDITIONS & BY USE OF A PERMANENT LABEL NEAR THE LOCATIONS EXPOSED TO WEATHER SHALL BE GALVANIZED. OPERATING MECHANISM. 3. NAILS SHALL PENETRATE THE SECOND MEMBER A DISTANCE 5. NO CERTIFICATION IS OFFERED FOR WATERPROOFING, EQUAL TO THE THICKNESS OF THE MEMBER BEING NAILED SIZING, OR OPERATION OF GUTTERS. ALL GUTTERS SHALL THERETO. THERE SHALL BE NOT LESS THAN 2 NAILS IN ANY BE KEPT CLEAN OF DEBRIS AND PERIODICALLY CHECKED. CONNECTION. 6. SYSTEM NOT DESIGNED FOR WATERSHED OF RAINFALL 4. MEMBERS SHALL BE FREE OF CRACKS AND KNOTS. FROM ADJACENT ROOFS UNLESS SPECIFICALLY SHOWN MOISTURE CONTENT SHALL BE 19% OR LESS. HEREIN, TYP. ENGINEERING EXPRESS "EX" SHALL 5. WOOD THAT IS IN CONTACT WITH CONCRETE OR MASONRY, RE-EVALUATE THE SYSTEM IF INSTALLATION CONDITIONS AND AT OTHER LOCATIONS AS SHOWN ON STRUCTURAL ALLOW FOR RUNOFF FROM ADJACENT ROOF AS IT MAY NOT DRAWINGS, SHALL BE PROTECTED WITH 30 # FELT (UNLESS BE CLEAR DURING THE DESIGN PHASE. NOTED OTHERWISE) OR PRESSURE TREATED IN STRUCTURAL MATERIALS AND ACCORDANCE WITH AITC-109. MEMBER SIZE SHOWN ARE CONNECTIONS NOMINAL UNLESS NOTED OTHERWISE. OTHER MATERIALS (AS APPLICABLE) STRUCTURAL ALUMINUM &ALUMINUM WELDING: 1. ANY SPECIFIED LIGHT GAUGE STEEL MEMBERS SHALL 1. ALL COMPONENTS SHALL BE STRUCTURAL ALUMINUM CONFORM TO ASTM A36 AND CURRENT EDITION OF AISC (U.N.O.) AND SHALL BE FABRICATED AND ERECTED WITH MINIMUM Fy = 36KSI ACCORDING TO THE GOVERNING BUILDING CODE AND 2 GLASS PANELS (IF SHOWN) SHALL BE MIN 3/8" FULLY MATERIAL STANDARDS REFERENCED ON THIS SHEET. TEMPERED GLASS & MUST COMPLY WITH ANSI Z97.1 / 2. ALL STRUCTURAL ALUMINUM SHALL BE MIN 1/8" THICK CATEGORY II CPSC 16 CFR 1201 AS CERTIFIED BY GLASS U.N.O. AND BE OF THE FOLLOWING ALLOY AND TEMPER: MANUFACTURER 2.1. BEAMS, PURLINS, COLUMNS ..... 6063-T6 ANCHORS & FASTENERS 2.2. ALL OTHER EXTRUSIONS .......... 6063-T6 1. ALL FASTENERS TO BE #14 OR GREATER ASTM F593 COLD 2.3. FASTENERS ............................ SS 316 WORKED 316 STAINLESS STEEL, UNLESS NOTED 3. STRUCTURAL ALUMINUM SHALL BE FRAMED PLUMB AND OTHERWISE. FASTENERS SHALL BE CADMIUM -PLATED OR TRUE AND ADEQUATELY BRACED DURING CONSTRUCTION. OTHERWISE CORROSION -RESISTANT MATERIAL AND SHALL 4. ALL BEAMS SHALL HAVE A MINIMUM 1 1/2" DEPTH FULL COMPLY WITH "SPECIFICATIONS FOR ALUMINUM BEARING SUPPORT UNLESS NOTED OTHERWISE. STRUCTURES" BY THE ALUMINUM ASSOCIATION, INC., & ANY 5. WHERE ALUMINUM IS IN CONTACT WITH OTHER METALS APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. EXCEPT 300 SERIES STAINLESS STEEL, ZINC OR CADMIUM 2. ALL METAL CONNECTORS USED IN LOCATIONS EXPOSED TO AND THE FAYING SURFACES ARE EXPOSED TO MOISTURE, WEATHER SHALL BE HOT -DIP GALVANIZED. THE OTHER METALS SHALL BE PAINTED OR COATED WITH 3. ALL FASTENERS SHALL BE SPACED WITH 2x DIAMETER END ZINC, CADMIUM, OR ALUMINUM. DISTANCE AND 2.5xDIAMETER MIN. SPACING TO ADJACENT 6. UNCOATED ALUMINUM SHALL NOT BE EXPOSED TO FASTENERS, UNLESS NOTED OTHERWISE. PROVIDE (5) MOISTURE OR RUNOFF THAT HAS COME IN CONTACT WITH PITCHES MINIMUM PAST THE THREAD PLANE FOR ALL OTHER UNCOATED METALS EXCEPT 300 SERIES STAINLESS FASTENERS. STEEL, ZINC, OR CADMIUM. ALUMINUM SURFACES TO BE 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH PLACED IN CONTACT WITH MASONRY, CONCRETE, WOOD, MANUFACTURERS' RECOMMENDATIONS. MINIMUM FIBERBOARD, OR OTHER POROUS MATERIAL THAT ABSORBS EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM WATER SHALL BE PAINTED. EMBEDMENT AND EDGE DISTANCE ARE DEPTHS INTO SOLID 7. FOR ALUMINUM IN CONTACT WITH CONCRETE: ACCEPTABLE SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO, PAINTS: PRIMING PAINT (ONE COAT), SUCH AS ZINC FOAM, BRICK, AND OTHER WALL FINISHES. ALL CONCRETE MOLYBDATE PRIMER IN ACCORDANCE WITH FEDERAL ANCHORS SHALL BE INSTALLED TO NON -CRACKED SPECIFICATION TT-P-645B ("GOOD QUALITY", NO LEAD CONCRETE ONLY. CONTENT). ALT: HEAVY COATING OF ALKALI RESISTANT 5. ANCHOR QUANTITIES INDICATED IN DETAILS ARE FOR BITUMINOUS PAINT. ALT: WRAP ALUMINUM WITH A GRAPHICAL PURPOSES ONLY. DO NOT SCALE DIAMETER, ❑COE REVIEWED CALCULATION PACKET ❑ ENERGY CREDIT WORKSHEET ❑ SITE PLAN LENGTH, OR PENETRATION(5,❑181YA0oL&TYLE(S ARE FREELY INTERCHANGEABLE. S l 1- P l 1 a n NON-STRUCTURAL ELEMENTS: ! ❑ 1. THE INSTALLATION OF ANY: ACCESSORIES THAT DO NOT AFFECT THE STRUCTURAL IVTEGR1W.JQFE.TN0WRVN=E1........... ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION AND NOT REQUIRED TO BE CERTIFIED UNDER THIS STRUCTURAL DRAWING. THEY MAY BE INSTALLED WITHIN LIMITATIONS STATED HEREIN AND AS DESIRED PER MFR. 5.4. SPECIFICATIONS. DETAILS PROVIDED HEREIN ARE FOR REFERENCE ONLY FOUNDATION, CONCRETE, AND REINFORCEMENT s.s. FOUNDATION & EARTHWORK 5.6. 1. SURROUNDING SOIL TO BE WELL COMPACTED BY MECHANICAL MEANS TO 90% OPTIMUM DENSITY, BE FREE OF MUCK AND ORGANICS, AND ACHIEVE 1500 PSF MIN BEARING PRESSURE AND LATERAL BEARING PRESSURE 5.7. BELOW NATURAL GRADE OF 150 PSF. 2. EXCAVATIONS NEAR ADJACENT FOOTINGS AND FOUNDATIONS SHALL NOT REMOVE LATERAL SUPPORT 5.8. WITHOUT FIRST UNDERPINNING OR PROTECTING THE THE FOOTING OR FOUNDATION AGAINST SETTLEMENT OR LATERAL TRANSLATION. 3. SOIL SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR 6. SH TO CONSTRUCTION AS SAND CLASS OR BETTER. SHOULD AN OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED THE 7. ALL ENGINEER OF RECORD MUST BE NOTIFIED. TO 4. FILL TO BE PLACED OVER THE NATURAL GROUND TO ERE ACHIEVE THE FINISH PAD ELEVATION. BACKFILL MATERIAL SHA SHALL CONSIST OF CLEAN GRANULAR SOILS CONTAINING ENG LESS THAN 5% ORGANIC WITH NO MORE THAN 30% ROCK, ­D AND NOD- LARGER THAN 3 INCHES IN DIAMETER -AND SAYED, PE PE# 22028210 CA# 4018 Digitally signed by Ramez Sayed PE Reason: Printed copies of this ��s y ticd document are not _p considered signed and sealed; the signature must be verified on any electronic copies. Date: 2024.02.01 11:07:42-05'00' CONTINUITY AT COLUMNS SHALL BE PROVIDED BY CONTINUING HORIZONTAL REBARS THROUGH COLUMNS OR BY BENDING HORIZONTAL REINF. INTO COLUMNS A DISTANCE OF 30". PROVIDE 12" STANDARD ACI HOOK MINIMUM FOR ALL DISCONTINUOUS TOP REINFORCING. PROVIDE INTERIOR AND EXTERIOR HORIZONTAL LAPPED CORNER BARS AT ALL CORNERS TO MATCH SIZE, TYPE AND SPACING OF HORIZONTAL WALL REINFORCING IF APPLIED. PROVIDE 2- #5 X 48" DIAGONALLY AT CORNERS OF ALL OPENINGS WIDER THAN 15".EXTEND BOTTOM BARS 8" PAST OPENINGS GREATER THAN 3'-0" ON BOTH SIDES. LAP SPLICES IN WELDED WIRE FABRIC ARE TO BE MADE SUCH THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THEN THE CROSS WIRE SPACING PLUS 3" OP DRAWINGS SHALL BE SUBMITTED FOR E.O.R. REVIEW D APPROVAL BEFORE INSTALLATION. STRUCTURAL PRECAST UNITS AND THEIR ATTACHMENTS THE MAIN STRUCTURE SHALL BE INSPECTED AFTER CTION, BUT BEFORE CONCEALMENT. SUCH INSPECTIONS LL BE PERFORMED BY AN ARCHITECT OR PROFESSIONAL INEER REGISTERED IN THE PERMITTING STATE. PLACED IN LOOSE LIFTS NOT TO EXCEED 12 INCHES IN CERTIFICATION & LIABILITY THICKNESS. ALL FILL MATERIAL FOUND AT FOUNDATION 1. USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE LEVEL AND BACKFILL SHALL BE COMPACTED TO 98% OF THE PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, AND STANDARD PROCTOR DENSITY. INSTALLATION. THESE DRAWINGS ARE NOT INTENDED TO BE CONCRETE USED AS FABRICATION OR SHOP DRAWINGS. 1. CONCRETE MIXTURES SHALL BE DESIGNED TO REACH A 2. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, 2. ALL MIXING, TRANSPORTING, PLACING, & CURING OF BUT SHALL REMAIN IN CONFORMANCE WITH THE CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318. LIMITATIONS OF THIS PLAN. THE CONTRACTOR IS TO VERIFY 3. NO ADMIXTURES ARE TO BE USED WITHOUT THE WRITTEN ALL FIELD DIMENSIONS PRIOR TO INSTALLATION, AND APPROVAL OF THE ABOVE -SIGNED ENGINEER. VERIFY THAT PROPOSED DIMENSIONS AND FIELD 4. CONCRETE SHALL BE TYPE 1 PORTLAND CEMENT MEETING CONDITIONS AGREE WITH THIS PROPOSED PLAN. THE REQUIREMENTS OF ASTM C150, AGGREGATES TO MEET 3. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. ASTM C33. POTABLE WATER SHALL BE USED. INFORMATION CONTAINED HEREIN IS BASED ON 5. SLUMP SHALL BE A MINIMUM OF 3" AND MAXIMUM OF 5" CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. CONCRETE DURING AND IMMEDIATELY AFTER DEPOSITING ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE SHALL BY THOROUGHLY COMPACTED BY MEANS OF OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE MECHANICAL VIBRATION. DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED REINFORCING STEEL PRIOR TO CONSTRUCTION. THIS ENGINEERING SHALL BE 1. ALL REINFORCEMENT SHALL BE DEFORMED BARS OF NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO OUR WORK UPON DISCOVERY OF ANY INACCURATE CURRENT REQUIREMENTS OF ASTM A615, GRADE 60 INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD (U.O.N.), FREE FROM OIL, LOOSE SCALE AND LOOSE RUST CONDITIONS AND FABRICATION AND INSTALLATION OF AND BENT, LAPPED, PLACED, SUPPORTED AND FASTENED MATERIALS. ACCORDING TO THE"ACI DETAILING MANUAL"(SP-66) AND 4. USE OF THIS SIGNED & SEALED DOCUMENT CONSTITUTES THE ACI318. ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT, 2. ALL WELDING WIRE FABRIC IS TO CONFORM TO ASTM A185 COMPONENTS SELECTED, AND INSTALLATION MINIMUM YIELD STRENGTH OF 85 KSI. REQUIREMENTS. 3. CLEAR COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS 5. THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED UNLESS OTHERWISE NOTED: WITHOUT THE ORIGINAL SIGNATURE & RAISED SEAL OF FOOTINGS EXPOSED TO EARTH: 3" THE CERTIFYING P.E. ALTERATIONS, ADDITIONS OR OTHER UNFORMED FACES EXPOSED TO EARTH: 3" MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND FORMED FACES IN CONTACT WITH EARTH: 2" INVALIDATE OUR CERTIFICATION. PHOTOCOPIES AND SLABS NOT IN CONTACT WITH EARTH: 3/4" UNSEALED DOCUMENTS ARE NOT TO BE ACCEPTED. SLABS EXPOSED TO WEATHER: 2" 6. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL BEAMS AND COLUMNS: 1-1/2" DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY 4. ALL STEEL SHALL BE SECURELY HELD IN PLACE DURING CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS POURING OF CONCRETE. IF REQUIRED, ADDITIONAL BARS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL SHALL BE PROVIDED BY THE GENERAL CONTRACTOR TO FEES & APPELLATE FEES RESULTING FROM MATERIAL FURNISH SUPPORT FOR ALL BARS. FABRICATION, SYSTEM ERECTION, & CONSTRUCTION 5. WHEN REINFORCING STEEL IS NOTED AS CONTINUOUS PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, REINFORCING IN SLABS, WALLS, AND/OR BEAMS, SPLICE STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS CONTINUOUS REINFORCING STEEL ONLY WHEN PLAN. UNAVOIDABLE DUE TO STOCK LENGTHS. 7. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER 5.1. LAP CONTINUOUS REINFORCING A MINIMUM OF 48 BAR MARKINGS TO THIS DOCUMENT ARE ONLY PERMITTED TO DIAMETERS IN BEAMS & COLUMNS, 36 BAR DIAMETERS SHOW SITE -SPECIFIC CONDITIONS, HOWEVER ANY IN SLABS. CHANGES, ALTERATIONS OR ADDITIONS MADE TO THE 5.2. STAGGER ALL SPLICES A MINIMUM OF FOUR FEET. CONTENT OF THIS DOCUMENT WILL INVALIDATE THIS ADJACENT BAR WITH SPLICES ARE NOT ACCEPTABLE. CERTIFICATION. 5.3. LOCATE TOP BAR FOR SPLICES WITHIN MIDDLE HALF GO 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL THE SPAN AND LOCATE BOTTOM BAR SPLICES AT CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED SUPPORTS, OR BETWEEN SUPPORTS AND 1/3 SPAN 02/01 /2024 BLD2024-0183 V4;,0%_E1VED Feb 12 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT THIS DOCUMENT IS DIGITALLY SIGNED, US SHEET IS PART OF A DIGITALLY SIGNED _E. IT SHALL REMAIN IN DIGITAL FORMAT, TALL BE VERIFIED BY ELECTRONIC MEANS, & INTED COPIES OF THIS DOCUMENT ARE NO )NSIDERED SIGNED AND SEALED. TINTED DOCUMENT NOTICE, THIS DOCUMENT IS PRINTED & DOES )TCONTAIN AN ENGINEER'S ORIGINAL GNATURE & SEAL, THIS DOCUMENT IS VOID NOT VALID FOR USE. PHOTOCOPIES ARE )T PERMITTED FOR USE. �1 71- UJ HMO ,a V7 >� V7 M W j LU = M LLJ wM WL J J lY QQLL0- Z �wzw O Z QLU z LL W 11 0 U LU z - 00 z ED (D It z ry) W N N z 0 C7 z_ 2 Q � # O 0 U) N LD N - � Q z O 00 LL 0 Q O� Q J 0 � Q LU V U 0 DO O M Q LL °' z Q 0 a Q O ~ Qz o O D 0 LU0 0 V z Do Q 0 LU N w IY F- tn Y 2 In �¢<-z z"oo U woa�LL xxs- Z 0 Oz0, a o U) �oay� w H U z a0w�o IWow� z,z 1. 0- ui zooa a U Q Z Z w OiwoG NokoBE LU Z �z¢�¢a COPYRIGHT ENGINEERING EXPRESS® 24-71920 POINT UNLESS NOTED OTHERWISE ON PLANS, DETAILS SCALE: NTS UNLESS NOTED OR SCHEDULES. VISIT ECALC.10/STRUXURE OFF�j CALL 811 • FOR ENGINEER CERTIFIED ORIGINALS ((/^�N� r/�I� 2 3 BEFORE • BMORE CANTHEINFORMATION OR T THIS DOCUMENT YOU DIG OR SCAN THE OR CODE TO THE RIGHT> OR VISIT VISIT ENGINEERINGEXPRESS.COM/STORE W WW.CALL811.COM FOR ADDITIONAL PLANS, REPORTS 8 RESOURCES PRESENTED BY STRUXURE WASHINGTON PROJECT ANTHONY COLLINS (SEATTLE) ADDRESS 17802 TALBOT ROAD EDMONDS, WA 98026 CONTRACT NO. 2109493R 5 i uxuRA'" STRUXURE INC. 154 ETHAN ALLEN DRIVE DAHLONEGA, GA 30533 SHEET INDEX STi ftl XUftF-- DA��`ftg3 GENERAL NOTES SHEET NO. (800) 303-5248 COVER PAGE A100 I PERSPECTIVE VIEW A101 JQ� G(ON o TOP VIEW A102 DE Rn Go 17 o' �' yN�U o ��,��tas POST LAYOUT VIEW A103 BEAM LAYOUT VIEW A104 4�044� o GUTTER LAYOUT VIEW A105 N 00 0 N FAN is LIGHTS LAYOUT VIEW A106 Ur w N � o� a ^ z z U!R a rc—® *-,0 FZU'Od LL M U n0LiU~ Wo) "=M� waa a Z� o Lu G W SECTION 1-1 A200 SECTION A -A A201 DETAILS A300 w Owzw n'mo >- C�Q a o ° cz ~v'¢w N J W Z DETAILS A301 200", i Z` X H L O � 0www~ wLu o i a W DETAILS A302 zNw�� a006 fowo¢ DETAILS A303 I ^ z m z o,�= • M W �wfLL N �a DETAILS A304 DETAILS A305 DETAILS A306 Z DETAILS A307 — C) -0 DETAILS A308 ^ Q O 0, DETAILS A309 O DETAILS A310 Q MOTOR SPECIFICATION A400 m 3 REVISIONS A500 Q (� Z Q< O�oo NOTES c 0 w FRAME: BLACK z LOUVERS: WHITE Q SYSTEM: XL - 10" BEAMS 7.5" GUTTERS DESCRIPTION ELEVATION: AT GRADE DATE 01/19/24 DRAWN BY IB:S p SCALE I DURING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE r U.S. WEATHER BUREAU AS A HIGH WIND OR SNOW ADVISORY SHEET NO. V FOR THE AREA, THIS SYSTEM MUST BE LOCKED IN THE OPEN POSITION, WITH THE LOUVER BLADES VERTICAL THE 100 r STRUCTURE SHALL ALSO NOT BE WALKED UPON AND IS NOT ��%k I M DESIGNED FOR HUMAN ACTIVITY OR STORAGE. r Q r rTl O(ai)C a�� noel cn m N E Z 01 I � ----------------- - ------------------- - - - - - -- i N O r O N rn co / co W m 00 0 N O co OD o D I m> I I � I I � I I � I I I D F, N O N O I D= �n o D o �% ENGINEERING tizM.SA m �m om m ANTHONY COLLINS �',�ExPREss® 43'�4wA$y,��d CO z _ z Q� POSTAL ADDRESS: c� so p7 2234 NORTH FEDERAL HWY #7664 , 10 �_ o (S E A T T L E) BOCA RATON, FL 33431 z w � 0 N m Z 17802 T A L B O TROAD ENGINEERINGEXPRESS.COM 0. 0 AA zzozazi� ¢ IF THIS DOCUMENT IS DIGITALLY SIGNED, PRINTED COPIES nIO •f�+ N G ARE NOT CONSIDERED SIGNED & SEALED. SIGNATURE N bC E D M O N D S, W A 98026 UST BE VERFIEID ON ANY ELECTRONIC COPIES. IF HAND SIGNED & SEALED, SCANNED COPIES �SS�ONAL GCE n� ARE NOT TO BE USED FOR PERMIT 02fk6 • - 1 RAMEZ SAYED PE WA PE# 22028210 CA# 4018 ALUM/NUM TYPE: STftU�tUftC- LOUVERS 6063—T5 P ALL OTHER COMPONENTS 6063—T6 DA4M 3 (800) 303-5248 28o" OtON o o 272" DE ` , Go cl)ug o w O7 3 �b . Vts u 16" 12" 12 ' 16" 0440 v t� 4 o N co N O N 7 w l0 �F, z n U !R N Lu W L M "x 6' O L 8"x 6" —® *-40 ��od W �C U)O3JMJ U) w2 a W zowZ' zNG5o �"}zo[ 9 t- 0W w wzw A-1 Q000 � N N K J W F- Z U-8—m �( zk Q LL ow000 Wlll � 2 < w �wwzo w < pHu a z°w�w z.z u°mza zZ 000 Z o�ri oo� M w 124' 116" N FQ N / n ! n V l Z MEM Q N ^ O ----- - - C L M 6 --- 200•-- 208' 2 O00------- W p\ O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - x �Q U �0 o z QQ o w z Q 0 �0 � 00 z Q o DESCRIPTION 1 L 8" x 6" POST LAYOUT VIEW DATE 01/19/24 BY DRAWN - - - - I 192" SCALE 3/8" T-0"" 200' I A Q � - I V SHEET NO. ' ��� POST SCALE: LAYOUT 3/8" = 1'-0" VIEW T A 103 AL UMINUM TYPE STftU �.UNt E- LOUVERS 6063-T5 P ALL OTHER COMPONENTS 6063-T6 DA%pp 3 I I (800) 303-5248 I VAI I CORNER BEAM DOUBLE PERIMETER DOUBLE PERIMETER CORNER BEAM ON " CONNECTOR BEAM (2) 2" X 10" X $" BEAM (2) 2" X 10" X "' i CONNECTOR DE GO c~ ` DE �4 a ------------- 3 debts u 04�� Qt� o N 00 N O N rn V W lD z r, 2:U!R N k W a 28o" —® 0 N0,od Y �NUof � asz. W � cri -,�w� W � Z M W wwa oJ¢�a � Gig W a o z � X ow'0 == a N Q 0, FNzww m Q LL Q Z D�200 N � DOUBLE PERIMETER log" : 10g" DOUBLE PERIMETER W W N U z BEAM (2) 2" X 10" X g" BEAM (2) 2" X 10" X q fo>N0 a 0 0 z'w�a U Z CO �umz Z oo� I`f l � LL1 ' z . w N FQ I LU N DOUBLE INTERIOR BEAM (2) 2" X 10" X 4" _ _Z C) n N ------------- ----------- 2 W O 00 O(v p, 285/6" O >a � J O ZQQO W Z I O No DOUBLE PERIMETER = CD 1117/6" O 1og° BEAM (2) 2" X 10" X 4" LLJ I Q no 203/ 8" DESCRIPTION BEAM LAYOUT SINGLE PERIMETER VIEW BEAN] 2" X 10" X 8" DATE 01/19/24 DRAWN BY NOTE(s): --------------I-----------------4) 1) DRAINAGE IS BY OTHERS AND IS I S NOT INCLUDED IN THIS SCALE CERTIFICATION. 2)ALL ELECTRICAL WORK AND SINGLE PERIMETER CORNER BEA IIP 3/8"" = 1 -0 HARDWARE INSTALLATION SHALL BE BEAM 2" X 10" X 8" CONNECTOR N DESIGNED AND APPROVED BY OTHERS AND IS NOT INCLUDED IN SHEET NO. THIS CERTIFICATION.^Q�) 3) NON STRUXURE PRODUCTS ARE BY OTHERS AND ARE NOT INCLUDED IN BEAM LAYOUT VIEW (�VR 1 o T A 104 THIS CERTIFICATION SCALE: 3/8" = F-0" ALUM/NUM TYPE: STftU�tUftC- LOUVERS 6063-T5 P ALL OTHER COMPONENTS 6063-T6 DALM 3 (800) 303-5248 z Feb 12 0 4 OO CI DEV S CES 7 Z" GUTTER 7 Z" GUTTER _ LL W _ Of J W --------------' ■ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3 O z O ZW U 265„ CORNER GUTI ER wilco Z ° o } co o . HN n tULu W w o a� a .�N o C9 EL J W H =w, woa 1„ FAN BEAM 8" x 2" x $" 7 z GUTTER 94 FAN BEAM 8" x 2" x 8" 94 1, 7 z GUTTER Z pw� z `� _ < W W w ~ Q �o= a000z No - /" om Nm 41 M W aN° I 04 oll 80 /6" g„ 80/8„ 805/16„ (f) PASS THROUGH GUTTER -------------- -- --------------------------------- ---------------------- ----------- --- -----------� CD 0 LLJ 00 0 0 17 6" PASS THROUGH GUTTER > — 265„ Z Q Q Z FAN BEAM 8" x 2" x 8" 0 105y4° v FAN BEAM 8" x 2" x $' 94" 1„ 7 z GUTTER _ 00 v 00 W Z Q 73�4 80/8" 80/6° DESCRIPTION 72" GUTTER iL- GUTTER LAYOUT VIEW DATE 01/19/24 DRAWN BY ---------------------------------------- - I 7 z" GUTTER SCALE p I 3/8" T-0- SHEET NO. GUTTER LAYOUT VIEW 0 ik A 105 T SCALE: 3/8" = 1'-0" AL UM/NUM TYPE. NOTE: STftU �tUft C - LOUVERS 6063—T5 ALL OTHER COMPONENTS 6063—T6 FANS / LAMPS AND THEIR CONNECTION TO THE FAN BEAM ARE BY OTHERS, I AND ARE NOT INCLUDED IN THIS (800) 303-5248 CERTIFICATION. MAX FAN/ LAMP WEIGHT = 100 LBS. ON D ' ` DE �� Cl) -------- - - - - -- Vts u 44� N co N O N 7 w l0 �F' Z n U !R —@) 0 '� ('Dod fir,Y aN�UU N LU W O O O O (n 2i MN �2 W� w=MW wa2 Z. 'T w a W Q-jwa W -i Z."G¢Snwo� 6z w Z m jrBnL Q00(7 Rz Z` J W F- Z U-8-m X Q w Q ow000 N N w wLU UO) < zNw�w a zUZ z.Z 000 6 u°mza Z olra LED LIGHT (Non Struxure Product) LED LIGHT (Non Struxure Product)/�/ / N .a N V ! Z L I Q 0 -------------------------- --------- ----------- 0 W000 o Iv 0, U_jI--Q �0� �J o JQ z QQ o W 0 0 L LI T (Non Struxure Product) _ C 9) 0 W I Z LED LIGHT (Non Struxure Product) Q 00 OO DESCRIPTION FAN & LIGHTS I LAYOUT VIEW DATE I — — — — — — — — — — — — — —I— — — — — — — — — — — — — — — — — — — — — — — — — — - ------ ! 01/19/24 DRAWN BY I I & S SCALE I I I 3/8" T-0"" SHEET NO. FAN & LIGHTS LAYOUT VIEW ' A 106 ��� '-0" T SCALE: 3/8" = 1 ALUM/NUM TYPE: STftU�tUftG- LOUVERS 6063—T5 ALL OTHER COMPONENTS 6063—T6 DA4M-03 I I (800) 303-5248 I vr I I I I OtON D DE r' �� " Q N lam' Q O7 I I 4O,(��7GJ V t s U N co I I DOUBLE PERIMETER 280" DOUBLE PERIMETER N N w BEAM (2) 2" x 10" x 8" LOUVER BEAM (2) 2" x 10" x 4' Z 10 oaww uj a * ti o �2uo — r®�► W vJ U) 3� M fn a w— w WuJ c J Q� �n GcSO 0 LL ZryW- mg W Z LU �zz�� < PASS THROUGH GUTTER 72" GUTTER �n < K C)00 Z%C _ W���° N + Wlll oaW U,w<� a0007 =gmza FAN BEAM 8' 2" x $" FAN BEAM 8". x 2" x.$" I�I ^ z 00 z o�t< v w nz�LL M �wf / N ~a HOODS & SCR ENS HOODS & SCREENS - BY OT ERS - B OTHERS Z 134" 124' —I J .+ N ^ 0 COLUMN 8" x 8" x 3/16" COLUMN 8" x 8" x 3/16" 00 0�0, U �0 272 � � � COLUMN 8" x 8" x 3/16' cf) Q Q � 192' I ' I � z CONCRETE PATIO O 0 0 LLJ DESCRIPTION 8 X8 POST (ALL ATTACHED TO THE TOP OF EXISTING CONCRETE SLAB \\//\//\//\//\//\//\\///\//\�//\�//\�//\�//\�//\�//\�// W ITH TPO MEMBRANE BY OTHERS, 6" MIN THICK. CONCRETE STRENGTH ��//\//\//\//\//\//\//\//\//\//\//\\��/\//\//\//\//\�//\�//\�//\�//\�//\�//\�//\� iii y\�\/i\�y�/%/%/%/%/%/%/%/%/%/%/%/%, SECTION 1-1 3000 PSI MIN. ATTACHMENT VIA X-SERIES POST BASE PER POST. /\/////////\\///\\///\\///\\///\\//�//�//�//�//�//� \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ DATE //,/,/,/,/,/,/,/,/,/,/,,/,/,/,/,� /\/\/\/\/\/\/\/\/\/\/\/\/\\/\ 01/19/24 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\ DRAWN BY A B I SCALE 3/8" = T-0" V SHEET NO. SECTION 1-1 SCALE: 3/8" = 1'-0" T A 200 ALUM/NUM TYPE: STftU�tUftC- LOUVERS 6063-T5 P ALL OTHER COMPONENTS 6063-T6 DA4M 3 I I I (800) 303-5248 I I I I I I I 9 ON D DE GO DOUBLE INTERIOR N o BEAM (2) 2" x 10" x 4 �vts q4 u Q�0 0 N I I SINGLE PERIMETER log" log" DOUBLE PERIMETER BEAM 2" x 10" x $" BEAM (2) 2" x 10" x $" ry N �N z oFaZU'Od a LOUVERS LOUVERS I I rl� 0 rc— L.�U) MY aN�uu W (n � �r�j U) a z V, W w=MW wa rza zW m g a � GSo a 0 jr jn�w z w �zwz�� UQ Q�p(7 F�¢x N N 7z"GUTTER 7z " GUTTER 72"GUTTER <w<z ��o�m z%(=�W ��ww° w < 1. FAN BEAM 8" x 2' 8" FAN BEAM 8" x 2" x 8" wLu pHQw ICI a006 =Sw6. ^ z 00 z oo�= w N xnf� N LL` HOODS & SCR ENS HOODS & SCREENS - BY OT ERS - BY OTHERS ! n �I II Z 134. ��4„ _ Q COLUMN 8" x 8" x 3/16" COLUMN 8" x 8" x 3/16" + CD 0 W 0 00 I� U �0200" 12" � r) COLUMN 8" x 8" x 3/16" _Jr Q Q 116" z CONCRETE PATIO O 0 CO \\\//%/%/%/i���i\�%%/%/%/%/%/%/%/%�Mi\ DESCRIPTION %/%/i\\\//i\\�� NOTE: 8"X8" POST (ALL ATTACHED TO THE TOP OF EXISTING CONCRETE SLABX�/���/���/���/x /X�//\\//\/\/\/\/\/\/\/\/\/\�/����/��/��/��/��/��//��//��' WITH TPO MEMBRANE BY OTHERS, 6" MIN THICK. CONCRETE STRENGTH/%\\//%\/%\//\/%\/%\/%\�/%\�/��/��/��/��/��/��/��/� SECTION A -A /\\//\/\/\/\/\/\/\/\/\/\////////' 3000 PSI MIN. ATTACHMENT VIA X-SERIES POST BASE PER POST.\\//\\//\/\/\/\/\/\/\/\/\�/�\�/�\X/, �/� DATE 01 / 19 / 2 4 DRAWN BY SCALE Z 3 p 3/8" T-0" SHEET NO. V SECTION A -A SCALE: 3/8" = F-0" O T A 201 ALUM/NUM TYPE STitU�tURE- LOUVERS 6063-T5 MA ALL OTHER COMPONENTS 6063-T6 DAI (800) 303-5248 6" 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. 9 A VON �Q D �� y,� DE ` [-• ti 41 OJ N O. N44 O v debts 04�� u o Qt� N OD N O N N Lu W w z oa�w a —rc® o ��od LL M U n�y�r W�N2MM w a�za a W o z o a aGSg 0 0 0 0 0 _ x �wY- w z w zz w� a a FR¢ w= N \X' '\ J W � Z yvpvm o Z w Wcu) W o� z a O uz�Na cowwmz I `i Z orri l � W N FQ I W N O O LOUVERS SHALL BE ROTATED TO A 90 DEGREE 'OPEN' � � LOUVERS DETAIL POSITION DURING ANY NAMED STORM OR WEATHER Q -O DESIGN EVENT TO PREVENT EXCESSIVE FORCE TO THIS Q NO 6„ STRUCTURE. THE OWNER SHALL BE NOTIFIED IN ^ LiJ 0 WRITING OF THIS AND THAT CARE SHALL BE TAKEN TO Off` 0 AVOID BUILDUP OF SNOW, DEBRIS, CONSTRUCTION to O LOADS, & ANY OTHER FORCES THAT CAN AFFECT THE INTEGRITY OF THIS DESIGN. U O Q \ � j PIVOT BAR CAP m TRACK BAR Q Q � TRACK BAR PIN W 1-- Z NO M CD PUSH NUT BEAM TRACK BAR PIVOT BAR CAP = 00 PUSH NUT TRACK BAR � W BEAM Z TRACK BAR PIN TRACK PIN Q 5/16" DIA. S.S. W/ 1/2" ENGAGEMENT MIN. LOUVER DESCRIPTION DETAILS #10 SS TEK PIVOT BAR BEAM DATE 01/19/24 SCREW @ 6" O.0 LOUVER PIVOT BAR DRAWN BY I &: S PIVOT PIN LOUVER SCALE N.T.S. SHEET NO. SIDE VIEW ISOMETRIC OUT -SIDE VIEW ISOMETRIC IN -SIDE VIEW A 300 AL UM/NUM TYPE.- STR U'` UR E - LOUVERS 6063-T5 15 & ALL OTHER COMPONENTS 6063-T6 DAKL�3 (800)303-5248 IVY #14 TEK SCREW (2-PLACES) & °,°N D � DE � 7.5" GUTTER CORNER BEAM CONNECTION o, ¢,00 BEAM04w� o N BEAM BEAM co GUTTER CORNER GUTTER CORNER z oaww a 0 zNU�, ® ® W� �M U, wazza a W W J J � �NGc61 zrym- ���a 0 > ® ® w an�wZLu �zz�� �l < 0 0 0 va (4) #14 TEK SCREWS Zk��° 7.5" GUTTER III IL o z w uo wN= a z m C7 �°m` � Z /( 1 ,Orf. M 11J 7.5" GUTTER 7.5" GUTTER N ~a BEAM CORNER BEAM z TOP VIEW CONNECTION Q �O CD GUTTER CORNER a(2) #14 TEK SCREWS (2) #14 TEK SCREWS 0 —i I--- Q BEAM U 0 o m ®fiiiwn-amiilj ISOMETRIC VIEW z <LLJ Q o CORNER BEAM (n CD BEAM CONNECTION = co Q o ® w o°, 6" 6" Q 7.5" BEAM DESCRIPTION SIDE VIEW DETAILS GUTTER ASSEMBLY DATF 01/19/24 #14 TEK SCREW 1" DOWN FROM TOP OF DRAwN BY S GUTTER EVERY 6" OO OO SCALE N.T.S. 7.5" GUTTER SHEET NO. A 301 AL UM/NUM TYPE.- STR U'` UR E - LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 DAK440,k3 (800)303-5248 IVY J�9 ON o DE Go cl) Q N < 00 CORNER BEAM CONNECTION ��.bts - EXTRUDED WITH CAPS Q�0 o N N (8) #14 TEK SCREWS THROUGH (8) #14 DIA. TEK SCREWS O N rn w U ko � � z ur _ � oaww . o Wood nN'ue� N ym w a BEAM INTO CORNER BEAM Lu w = M W =Woz a�=a a CONNECTION EACH SIDE �n w z0 Q a �0.S2 cC X �wyo w a Q zz�u �n wzw �l � 0 , Z zX �6wwwo CORNER BEAM BEAM PERIMETER BEAM wLu o a W WNw�= d 0 U Z zo 6- oo� a CONNECTION Imo^ Z 07 ulmz Z orri � w o ° N ra = U CHANNEL ° U-PROFLE 2"x13/4"x2"x0.125" ° ° (f) DOUBLE BEAM 0 .o N ° TOP VIEW ° ��- LJJ 0 co 0, (8) #14 TEK SCREWS ° ° Q Ur--0� THROUGH BEAM INTO ° O CORNER BEAM ° �< CONNECTION EACH SIDE ° ° Z Q Q 0 ® ° LJ z o CORNER BEAM CONNECTION co ® BEAM ° w ° Z 7A7077 DOUBLE BEAM 4eSOO ° Q DESCRIPTION SIDE VIEW DETAILS BEAM 2 DATE 01/19/24 BY DRAWN i&S TYPICAL CORNER ASSEMBLY BEAM 1 SCALEN.T.S. DOUBLE PERIMETER BEAM TO BEAM SHEET NO. A 302 AL UM/NUM TYPE.- STR U'` UR E - LOUVERS 6063-TS ALL OTHER COMPONENTS 6063—T6 CORNER BEAM CONNECTION 15& jk - EXTRUDED WITH CAPS DAKL� f 3 (800)303-03-5248 (8) #14 TEK SCREWS THROUGH BEAM INTO CORNER BEAM - - CONNECTION EACH SIDE `''`o DE (8) #14 TEK SCREWS THROUGH BEAM INTO � CID N, o , �' `-Ell , o 44- 00 DOUBLE BEAM CORNER BEAM CONNECTION EACH SIDE ��,vts ® ® e04w�� N ® ® o N 0mlllj ®o ® � W l0 z r oaww N y* W a „ 3 „ U CHANNELS 2 x1 /4 x2 x0.125 CORNER BEAM CONNECTION - - ���� �� ��MN a�=�� DOUBLE BEAM ® ® ® ® DOUBLE BEAM W w J M� �Gs� Z� W o TOP VIEW ® ® DOUBLE BEAM o w z W D� Q ° ° z roam <=�°w` W zX �ww=o LULU oaW zNW�w SIDE VIEW BEAM 2 I`^ a ° °m u°m<a W 0��_ It (8) #14 TEK SCREWS C� Z CORNER BEAM BEAM 1 CONNECTION% ° ° � W � � 0 °\ ° ° ° ° U CHANNEL ° U Q cn ° ° ° ° ° Q Q o Z ° 0 ° ° o ° o o � CD co 0 ° ° ° w ° ° Z° ° DESCRIPTION ° DETAILS ° U CHANNEL SOO° DATE ° 01/19/24 DRAWN BY SOO° I & s SCALE N.T.S. SHEET NO. TYPICAL CORNER ASSEMBLY BEAM 1 BEAM 2 DOUBLE PERIMETER BEAM TO DOUBLE BEAM A 303 AL UM/NUM TYPE.- Sf R U'` UR G - LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 DAK440k3 (800)303-5248 IVY J�9 ON o DE Go cl) Q ' W 41 O v debts 04w�i Q� o iv SINGLE PERIMETER BEAM oD N rrnn w w oOa' zU r"�NZ N aa 2" x 1 O" fn MM nyu-dW �� W a2z WMoM W . wwoz-Xz WQLLa BEAM INSERT ° z'o- Hwo�o a�Z_ WALUMINUM LENGTH AND THICKNESS zX w 11o a w°LEG � FIELD DETERMINED, a- OUzaom W �=�LLARE 'T MINIMUM 1/8" THICK, 2" LEGS, Wz N �a�.. LENGTH TO FIT SNUG Cf) Z CD �ol UQ (6) #14 TEK SCREWS 111 1 U; (6) #14 TEK SCREWS Z Q Q o CW o O co 0 w z Q DESCRIPTION DETAILS DATE 01/19/24 ANGLED BEAM TO BEAM CONNECTION SINGLE PERIMETER BEAM DRAWN BY 2" x 10" I & S SCALE N.T.S. SHEET NO. A 304 AL UM/NUM TYPE. STR U'` UR E - LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 DAK440k3 (800)303-5248 IVY J�9 ON o DE Go cl) F m 41 O v (6) #14 TEK SCREWS � 6'.LS Q044�� u PERIMETER BEAM EQ SPACED, BOTH N 211X 1011SIDES OF BEAM c� ° ° °k INTERIOR BEAM [2] 2" X 10" o� z U!R O ��od ��M� a6=° (f� N wwzza W a W a o ° 2 M W W a�w z W a �G�o W o _� �� X �w,�w __�� a o o z ~�=gym a W ° o zX _ w �wwz~ Lu11u1` a W a o o z°w�w ` I• • a 40 O m omza U z OFri Vim"" N LL q� o o Ise Q O LLI o 0 UQ 0 111 � DOUBLE 2" X 1 3/4" X 2" X 0.125" U-CHANNEL INSERT QQo LENGTH TO FIT SNUG (MIN 4" LONG), ATTACH EA o Z L1J z CHANNEL TO BEAM W/ (6) #14 TEK SCREWS EQ 0 0 SPACED o BEAM ILL]NOTCHED Z o 7-1 /8" X 5-1 /8" CUT Q DESCRIPTION ® DETAILS DATE TYPICAL DOUBLE BEAM TO BEAM PASS THROUGH GUTTER 01/19/24 DRAWN BY CONNECTION I&S SCALE 2" X 10" BEAMS N.T.S. 7.5" PASS THROUGH GUTTER SHEET NO. A 305 AL UM/NUM TYPE.- Sf R U'` UR G - LOUVERS 6063-T5 15 & ALL OTHER COMPONENTS 6063-T6 DAKL�3 (800)303-5248 DOUBLE 2X10 BEAM 01V G.-,ON o DE y � N {7 00 NFU tY� debts v 0440 Q� o N OJ N TYPICAL CONNECTION #14 X 3" ° O N z U!R z � � oa�w *k d N W a ISOMETRIC VIEW � o �wz 11 M U z2u�m TEK SCREWS 12" O.C. w N = M � wa2=a a z W o Q� aIG�o � X. ,wwow W 4° ✓ 12" 12" _Cc 0 0n w z w zz�� l a ° � z �v�ov�m N w zX �-.<� �0ww° = W =o WLu QW CV o z°w�w a U z fo>N I�� z m C��mza ,Or. W� LLJ z�CD Z O QW 11 314 HOLE DRILLED FOR W O w 0 � 0, SCREW INSTALLATION O O -i U O Q AND CAPPED.= m iQQo z SECTION SIDE VIEW I I I z Cf) o STRUXURE LOUVERS SHOWN STRUXURE LOUVERS SHOWN = co TYPICAL CONNECTION PERPENDICULAR TO INTERIOR BEAM PARALLEL TO INTERIOR BEAM `—� O (2) #14 X 1 TEK SCREWS Z 12" O.0 Q DESCRIPTION DETAILS o DATE 01/19/24 DRAWN BY &S SCALE N.T.S. LOUVERS POSITION 41 DOUBLE BEAM CONNECTION (2X10) SHEET NO. GUTTER (1) #14 X 1"TEK SCREW 8" O.C. A 306 AL UM/NUM TYPE.- STR U'` UR E - LOUVERS 6063—T5 440,k3 ALL OTHER COMPONENTS 6063—T6 DA6 (800)303-5248 IVY J�9 ON o DE Go cl) Q ' W 41 O v debts u PERIMETER BEAM 2"x10" 04w�i e� N O N kw �� l0 z U!R O W,"od N Lu W a rr'�rr i1fn rmU 6`'uu" N= M" w-, o¢ z¢ wL ��M� ,b6 w a PERIMETER BEAM 2"x1o" W W o a a 0f �W W z X ��,�w Q 0 � (.7 Q�¢w a N [61 #14 x f TEK SCREWS THRU zX �- � -0000 wLu o QW =NSW.8 g CHANNEL INTO BEAM �� a ° m '°m=` �In z O��_ 7 3/4" x 2" x 0.125 x 7 3/4" CHANNEL M W �wf N FQ N LOWER BEAM AND CHANNEL INTO POST (� Z 131 #14 x 1" TEK SCREWS THRU POST INTO CHANNEL 0 0 0 0 CHANNEL o Q EA. SIDE .--. o O W� o�o�o�a�a�o o o 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 O Oooa #14 TEK SCREWS zQQo LLJz � O Cl) o O c 8" x 8" x o.1875" POST ° w #14 TEK SCREWS z/ s BOTH SIDE \/1 I` � DESCRIPTION DETAILS — POST DATE 01/19/24 SINGLE BEAM TO 8X8 POST CONNECTION DRAWN BY &S SCALE N.T.S. SHEET NO. A 307 AL UM/NUM TYPE.- STR U'` UR E - LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 DAK440,k3 (800)303-5248 IVY J�9 ON o DE Go cl) DOUBLE PERIMETER BEAM [2] 2"x10" ti .Z O �b.LS 0 u o iv oD N O N w l0 �� z oaww O �z ozd N Lu W a r'r �1 fn MMU 6u°W ��Wz i N 2 M W wwzza W a DOUBLE PERIMETER BEAM [21 2"x1o" W zryw w J�� ��GsLL p Q a tea-, W cC X X. W y —`1 �oyo 0n 0 w z zz�u Q 0 � z �l � � a zX ° � K � �wwwr Lulu o�aW [61 #14 x 1" TEK SCREWS TH RU W°w�8 ou z =>Nw CHANNEL INTO EACH BEAM Z orri W / �af� 7 3/4" x 2" x 0.125 x 7 3/4" CHANNEL " LOWER BEAM AND CHANNEL INTO POST Z_ 131 #14 x 1" TEK SCREWS CHANNEL THRU POST INTO CHANNEL ° 0 . 0 0 EA. SIDE o�o°o°o�o°o OJ 0 co O O, o�° o 0 0 0�o 0000°o U � Q 0 o a o 0 0� #14 TEK SCREWS—� ° z Q Q o ° .LLJz O 0 Cl) 0 ° 00 8" x 8" x o.1875" POST w . Z #14 TEK SCREWS Q BOTH SIDE DESCRIPTION DETAILS POST DATE 01/19/24 DRAWN BY DOUBLE BEAM TO 8X8 POST CONNECTION I & s SCALE N.T.S. SHEET NO. A 308 AL UM/NUM TYPE.- Sf R U'` UR G - LOUVERS 6063—T5 ALL OTHER COMPONENTS 6063—T6 15 && HOST STRUCTURE REACTIONS DAKL�3 NOTE: (SUPPORTING STRUCTURE SHALL (800) 303-5248 8"X8" POST (ALL ATTACHED TO THE TOP OF EXISTING CONCRETE SLAB WITH BE SEPARATELY CERTIFIED & REVIEWED TO RESIST IMPOSED I TPO MEMBRANE BY OTHERS, 6" MIN THICK. CONCRETE STRENGTH 3000 PSI SERVICE LOADS BELOW)------------- ,� o ' MIN. ATTACHMENT VIA X-SERIES POST BASE PER POST. TOP VIEW """""""""""""""""""""""""""""""""""""" ��`{$�C DE . <- , CONNECT X-SERIES PLATE TO POST M=2.2 KIP -FT V=716 LBS a z yak 0 44v o USING (6) #14 SCREWS PER EACH SIDE, INSTALLED EQ. W/ 3" MAX SPACING T=1134 LBS �o tvts tiw 0 u AND 1.5" MIN. EDGE DISTANCE 4 X 1/2" C=3171 LBS 4 X 5/8" m N O N ISOMETRIC VIEW y oaww w + z 2 _ r'r * . o 1 fn M U nNyu� In �J d �i � z°wz a W W M � N 2 M W ww2 za a 4XR1/2" W m DQLL � G�o z cC X �oo 0 y w Q w Z w zz�� Q ," O0 Z ��o`"m X ° in w _ z< w �ww=Z8 8"x8" POST I` a o w o a A Z m U dut; 14" W °z�o N 12 1 /2" �// // V J 0 0 1 1/2" 711 0 o +E N CD � CC) p 11/2" �y O ' ` 0, � 7" 1 1 � >Q 12 1 /2" (n Z C) 14 WNo SIDE VIEWS O m = co ILL] [4] 1/2" ITW LDT ANCHORS WITH 0 p 4.5" MIN EMBED INTO EXISTING p p CONCRETE SLAB W/ 5.5" MIN Q 3/8„ EDGE DISTANCE. 155/8" p p 1/2" p p DESCRIPTION DETAILS p p DATE 01/19/24 EXISTING CONCRETE SLAB WITH TPO MEMBRANE BY DRAWN BY 7.560':0010 8080'.000010 1 & S THICK CONCREOTE STRENGTH 3000 SCALE PSI MIN. N.T.S. POST BASE - X SERIES (811X811) SHEET NO. A 309 AL UM/NUM TYPE.- STR U'` UR E - LOUVERS 6063-T5 15 & ALL OTHER COMPONENTS 6063-T6 DAKL�3 (800)303-5248 IVY & J 9 (ON Go DE Go yN {7� [< OJ ti41O v ¢N�U u Qt� o N OJ N N N Ur w Z 0 a w N Lu W Q rc® rl O F'('D LLU) AMU �`�"�� WvJ �M 'ta2 2i a BEAM Wo) W =M W wa2=a W zW Q Q a BEAM 0 W C7awzW JZ-� Q0O(7 ��¢w Ln N `XI Zk JWHZ �vp^m (n2 W SHE Lu Qw a U Z 1. z>N a z uemzz Z ,Or i(AA',1 � w z�LL / N ~a U CHANNEL (n 2"x 1 3/4"x2"x0.125" 7" IN LENGTH z GUTTER o ACCESSORY OJ O O e BEAM 0 C)—/ O` U �00 zQaC) W� z o NO (4) #14 X 1" TEK = O) co 2 SCREWS THRU (4) #14 X 1" TEK w BEAM INTO SCREWS THRU Z INSERT EA. SIDE INSERT INTO GUTTER Q GUTTER BEAM INSERT DESCRIPTION DETAILS DATE 01/19/24 DRAWN BY FAN BEAM CONNECTION I&S SCALE N.T.S. SHEET NO. A 310 S I {tU*.UftE- is DAO 3 S T R U `, U R (800) 303-5248 E OUTDOOR FCITYTV 4 0 0 L DEVa 0Q1 M A6LL9 5 ICES LOUVERED PERGOLA CONTROL Q 0 � w Of } a� �� UzW w 0� z0� - LOUVERED ROOF MOTOR zw 01 Integrated Mounting Brackets for Vertical z SO g N;N� Somfy RTS Technology Integration Attachment —© O o�z Low Noise Self Lubricating Gearbox for Control of up to 6 Zones per Control Box W 2 M W vLIJrnJ � � wo€^sap Polycarbonate Waterproof NEMA vJ W w w wa q-11 Enclosure LL z r ys€pro Quiet. Reliable, Self locking ACME Screw Q � p w Z iX z UOO W,_ zX of Foam Gasket in Lid for Waterproof W w p � U w 24VDC Low Voltage Power Supply Seal , a O O Imm_ Z co (1 (' .1 Stainless Steel Extension Tube / zco N LL pNOQ Custom StruXure Mouting Bracket 21/2" Filtered Louver Vent for Ventilation V) Included for Easy Installation Liquid -Tight Cordgrips for Secure Seal and Cooling Extruded Aluminum Housing 'Product dimensions:10.59 x 8.59 x 6.96 in. / 268,99 x 218.19 x 176.78 mm z IP66 Rated Extension Tube Seal " Enclosure must be mounted in this vertical orientation. Q -0 • . . SPECIFICATIONS ra ri I �\ OCD VOLTAGE POWER SUPPLY O W Q!/ Off` J Input Voltage LOAD [VDCI 24 Input Voltage Input Voltage Frequency Range [VACI IHzI 125/230 47 - 63 ' ` Q v Q Static Load (FA max. IN/lbsl 2500 /562 Output Voltage (VDCI 24 m >, Dynamic Load (Fx), max. IN/lbsl 2500 / 562 Voltage Adjustable Range (VDCI 21.6 - 28.8V J Cf) Q STROKE Current Range JAI 0 -14.6 Stroke length, standard [mml 135 Rated Power IWI 350.4 O W O O Safety Standard [UL Certification] UL60950-1 (M CURRENT POWER SUPPLY CABLE (NOT SHOWN) %._/ 00 Current consumption, rated load IAI 1.875 Safety Standard IETL Certification] #3170291 LLJ GENERAL DATA Voltage Rating lVl 300 z Speed, no load Imm/sl 34 Temperature Rating I°F ] -40 to 158 Speed, rated load Imm/s] 2.8 ENCLOSURE Operating temperature limits I'CI -1o/-60 Safety Standard IULCertificationl UL508A DESCRIPTION Service life [Cycles] * 10.000 (File Number] E352997 MOTOR Sound level M B(A)l <- 70 Temperature Range ["F ] -40 to 257 SPECIFICATION DATE Lead screw type ACME Impact Resistance fin/lbl 500 Protection Class IP66 Dielectric Strength [volts/mill 380 01 / 19 / 2 4 Certificates CE (EN6o6oi-i) DRAWN BY UV Rating JUL Certification] UL 746C Insulation CLASS III Flammability Rating JUL Certification] UL 94 I Q. S SCALE N.T.S. SHEET NO. A 400 )�-r-11 i-Or-- '-CC z Orri aC 0 � o n0� Cn C) _. z m z 0 01 m D m D D O m C� ANTHONY COLLINS v U N ENGINEERING �',� EXPRESS° m z z 71 � NOT PART OF o o n z _ -< \_ < v � C S E A T T L E) POSTAL ADDRESS: 2234 NORTH FEDERAL HWY #7664 CERTIFICATION G V I O cf)\ 'O N O O z 17802 TALBOT ROAD BOCA RATON, FL 33431 ENGINEERINGEXPRESS.COM INCLUDE-b< ONLY F N N N �Z O �' EDMONDS, WA 98026 1N REFEREf�mEl A nl o THI W � � Oo �I O` U1 0 D m m C O z