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APVD BLD BLD2024-1385+Architectural_Plan+10.17.2024_4.21.13_PM+4567216LOUVERED PERGOLA Zeyn B. Uzman, PE, SE, PEng SCOPE OF WORK: DESIGN & INSTALLATION OF A NEW MECHANICALLY OPENING LOUVERED 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 DESIGN CRITERIA: INTERNATIONAL BUILDING CODE(2021) WASHINGTON STATE BUILDING CODE (2021) & ASCE 7-16 LOAD COMBINATIONS 1. ROOF LOADS: DEAD LOAD ........................... 2 PSF LIVE LOAD (REDUCIBLE)..................20 PSF 2. WIND LOADS: BASIC WIND SPEED.......................98 MPH EXPOSURE .................................... C COMPONENT AND CLADDING WIND PRESSURE PER ASCE 7-16 3. SEISMIC LOADS: SITE CLASS D - DEFAULT SEISMIC DESIGN CATERGORY....... D SS..............................................1.286 S1..............................................0.453 SDS...........................................1.209 SDI...........................................0.558 4. SNOW LOADS: Pg.............................................25 PSF Ps ... 21 PSF (ADD 5 PSF FOR RAIN SNOW SURCHARGE) CS............................................ 1.0 Ct............................................. 1.2 SNOW DRIFT ............................... PER CODE 5. RISK CATEGORY: CATEGORY...........................................II SEISMIC IMPORTANCE FACTOR...............1.00 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 FOR THE SUPPORT OF ANY ADDITIONAL LOADS AND FORCES IMPOSED DURING MANUFACTURING, TRUCKING, ERECTING, AND HANDLING. 4. SPECIAL INSPECTIONS MAY BE REQUESTED OR REQUIRED AT THE DISCRETION OF THE AUTHORITY HAVING JURISDICTION. 4.1. IN AREAS OF SEISMIC DESIGN CATEGORY (SDC) D-F, AN INSPECTOR SHALL EXAMINE THE DESIGNATED SEISMIC SYSTEM, MOUNTING, AND ANCHORAGE REQUIRING QUALIFICATION IN ACCORDANCE WITH SECTION 13.2.2 OF ASCE 7 PER IBC 1705.12.4, AS WELL AS INSPECT REINFORCEMENT AND VERIFY PLACEMENT PER IBC 1908.4 LOUVERED PERGOLA DESIGN & OPERATION: 1. LOUVERS SHALL BE SPACED SUCH THAT THEY ALLOW 50% SYSTEM POROSITY WHEN FULLY OPENED. 2. SYSTEM NOT DESIGNED TO HANDLE CONCENTRATED LOADS FROM HUMAN ACTIVITY. 3. 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, 4. THE STRUCTURE SHALL NOT BE WALKED UPON AND IS NOT DESIGNED FOR HUMAN ACTIVITY OR STORAGE. 5. 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. 6. 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 DROPS TO 320 FAHRENHEIT OR LOWER, AND/OR INCLUDE THE ABILITY FOR MANUAL OPENING AND LOCKING BY THE USER. 7. LOUVERED ROOF SYSTEM SHALL BE PER MANUFACTURER MAXIMUM SPANS OR BY OTHERS. 8. NO CERTIFICATION IS OFFERED FOR WATERPROOFING, SIZING, OR OPERATION OF GUTTERS. 9. SYSTEM NOT DESIGNED FOR WATERSHED OF RAINFALL FROM ADJACENT ROOFS UNLESS SPECIFICALLY SHOWN HEREIN, TYP. STRUCTURAL MATERIALS AND CONNECTIONS STRUCTURAL ALUMINUM & ALUMINUM WELDING: 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 1/8" THICK U.N.O. AND BE OF THE FOLLOWING ALLOY AND TEMPER: 2.1. BEAMS, PURLINS, COLUMNS ..... 6063-T6 2.2. ALL OTHER EXTRUSIONS .......... 5063-T6 2.3. FASTENERS ............................ SS 316 3. STRUCTURAL ALUMINUM SHALL BE FRAMED PLUMB AND TRUE AND ADEQUATELY BRACED DURING CONSTRUCTION. 4. ALL BEAMS SHALL HAVE A MINIMUM 1 1/2" DEPTH FULL BEARING SUPPORT UNLESS NOTED OTHERWISE. 5. 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. 6. 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. 7. 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 ("GOOD QUALITY", 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. 8. 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. EMBEDDED ALUMINUM ELEMENTS WILL BE COVERED WITH PLASTIC TAPE OR OTHERWISE PROTECTED AS PER 2015 ADM M.7.3. 9. BOLT HOLES SHALL BE DRILLED THE SAME NOMINAL DIAMETER AS THE BOLT + 1/16". 10. 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. 11. 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. 12. 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. 13. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 14. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. STRUCTURAL WOOD (AS APPLICABLE): 1. ALL DIMENSION LUMBER SHALL; BE STRUCTURAL GRADE #2 SPRUCE -PINE -FIR OR BETTER, MEET ALL APPLICABLE REQUIREMENTS PER THE WESTERN WOOD PORDUCTS ASSN. (WWPA) "GRADE RULE BOOK", AND BE 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 0.42 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. OTHER MATERIALS (AS APPLICABLE) 1. ANY SPECIFIED LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO ASTM A36 AND CURRENT EDITION OF AISC WITH MINIMUM Fy = 36KSI 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 CERTIFIED BY GLASS MANUFACTURER ANCHORS & FASTENERS 1. 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" BY THE ALUMINUM ASSOCIATION, INC., & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. 2. ALL METAL CONNECTORS USED IN LOCATIONS EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED. 3. ALL FASTENERS SHALL BE SPACED WITH 2x DIAMETER END DISTANCE AND 2.5xDIAMETER MIN. SPACING TO ADJACENT FASTENERS, UNLESS NOTED OTHERWISE. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR ALL FASTENERS, 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM EMBEDMENT AND EDGE DISTANCE ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. 5. ANCHOR QUANTITIES INDICATED IN DETAILS ARE FOR GRAPHICAL PURPOSES ONLY. DO NOT SCALE DIAMETER, FREELY LENGTH, OR PENETRATION(S). HEAD STYLE(S) ARE INTERCHANGEABLE. NON-STRUCTURAL ELEMENTS: 1. 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 WITHIN LIMITATIONS STATED HEREIN AND AS DESIRED PER MFR. SPECIFICATIONS. DETAILS PROVIDED HEREIN ARE FOR REFERENCE ONLY FOUNDATION, CONCRETE, AND REINFORCEMENT FOUNDATION & EARTHWORK 1. SURROUNDING SOIL TO BE WELL COMPACTED BY MECHANICAL MEANS TO 90% OPTIMUM DENSITY, BE FREE OF MUCK AND ORGANICS, AND ACHIEVE 2000 PSF MIN BEARING PRESSURE AND LATERAL BEARING PRESSURE BELOW NATURAL GRADE OF 150 PSF. 2. EXCAVATIONS NEAR ADJACENT FOOTINGS AND FOUNDATIONS SHALL NOT REMOVE LATERAL SUPPORT 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 TO CONSTRUCTION AS SAND CLASS OR BETTER. SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED THE ENGINEER OF RECORD MUST BE NOTIFIED. 4. FILL TO BE PLACED OVER THE NATURAL GROUND TO ACHIEVE THE FINISH PAD ELEVATION. BACKFILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SOILS CONTAINING LESS THAN 5% ORGANIC WITH NO MORE THAN 30% ROCK, AND NO ROCK LARGER THAN 3 INCHES IN DIAMETER AND PLACED IN LOOSE LIFTS NOT TO EXCEED 12 INCHES IN THICKNESS. ALL FILL MATERIAL FOUND AT FOUNDATION LEVEL AND BACKFILL SHALL BE COMPACTED TO 98% OF THE STANDARD PROCTOR DENSITY. CONCRETE 1. CONCRETE MIXTURES SHALL BE DESIGNED TO REACH A COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. 2. ALL MIXING, TRANSPORTING, PLACING, & CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318. 3. NO ADMIXTURES ARE TO BE USED WITHOUT THE WRITTEN APPROVAL OF THE ABOVE -SIGNED ENGINEER. 4. CONCRETE SHALL BE TYPE 1 PORTLAND CEMENT MEETING THE REQUIREMENTS OF ASTM C150,AGGREGATES TO MEET ASTM C33. POTABLE WATER SHALL BE USED. REINFORCING STEEL 1. ALL REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO CURRENT REQUIREMENTS OF ASTM A615, GRADE 60 (U.O.N.), FREE FROM OIL, LOOSE SCALE AND LOOSE RUST AND BENT, LAPPED, PLACED, SUPPORTED AND FASTENED ACCORDING TO THE "ACI DETAILING MANUAL" (SP-66) AND THE ACI 318. 2. ALL WELDING WIRE FABRIC IS TO CONFORM TO ASTM A185 MINIMUM YIELD STRENGTH OF 85 KSI. 3. CLEAR COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: FOOTINGS EXPOSED TO EARTH: 3" UNFORMED FACES EXPOSED TO EARTH: 3" FORMED FACES IN CONTACT WITH EARTH: 2" SLABS NOT IN CONTACT WITH EARTH: 3/4" SLABS EXPOSED TO WEATHER: 2" BEAMS AND COLUMNS: 1-1/2" 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. 5. WHEN REINFORCING STEEL IS NOTED AS CONTINUOUS REINFORCING IN SLABS, WALLS, AND/OR BEAMS, SPLICE CONTINUOUS REINFORCING STEEL ONLY WHEN UNAVOIDABLE DUE TO STOCK LENGTHS. 5.1. LAP CONTINUOUS REINFORCING A MINIMUM OF 48 BAR DIAMETERS IN BEAMS & COLUMNS, 36 BAR DIAMETERS IN SLABS. 5.2. STAGGER ALL SPLICES A MINIMUM OF FOUR FEET. ADJACENT BAR WITH SPLICES ARE NOT ACCEPTABLE. 5.3. LOCATE TOP BAR FOR SPLICES WITHIN MIDDLE HALF GO THE SPAN AND LOCATE BOTTOM BAR SPLICES AT SUPPORTS, OR BETWEEN SUPPORTS AND 1/3 SPAN POINT UNLESS NOTED OTHERWISE ON PLANS, DETAILS OR SCHEDULES. 5.4. CONTINUITY AT COLUMNS SHALL BE PROVIDED BY CONTINUING HORIZONTAL REBARS THROUGH COLUMNS OR BY BENDING HORIZONTAL REINF. INTO COLUMNS A DISTANCE OF 30". 5.5. PROVIDE 12" STANDARD ACI HOOK MINIMUM FOR ALL DISCONTINUOUS TOP REINFORCING. 5.6. PROVIDE INTERIOR AND EXTERIOR HORIZONTAL LAPPED CORNER BARS AT ALL CORNERS TO MATCH SIZE, TYPE AND SPACING OF HORIZONTAL WALL REINFORCING IF APPLIED. 5.7. 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. 305 Charleston Greene Malvern, PA 19355 RECEIVED (217) 652-6737 p°oEPMENT SERVICES _ENT 2°24 5.8. 3. 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" 6. SHOP DRAWINGS SHALL BE SUBMITTED FOR E.O.R. REVIEW AND APPROVAL BEFORE INSTALLATION. 7. ALL STRUCTURAL PRECAST UNITS AND THEIR ATTACHMENTS TO THE MAIN STRUCTURE SHALL BE INSPECTED AFTER ERECTION, BUT BEFORE CONCEALMENT. SUCH INSPECTIONS SHALL BE PERFORMED BY AN ARCHITECT OR PROFESSIONAL ENGINEER REGISTERED IN THE PERMITTING STATE. CERTIFICATION & LIABILITY 1. 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. 2. 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. 3. ENGINEERING EXPRESS 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. 4. USE OF THIS SIGNED & SEALED DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, AND INSTALLATION REQUIREMENTS. 5. THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED WITHOUT THE ORIGINAL SIGNATURE & RAISED SEAL OF THE CERTIFYING P.E. ALTERATIONS, ADDITIONS OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. PHOTOCOPIES AND UNSEALED DOCUMENTS ARE NOT TO BE ACCEPTED. 6. 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. 7. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE ONLY PERMITTED TO SHOW SITE -SPECIFIC CONDITIONS, HOWEVER ANY CHANGES, ALTERATIONS OR ADDITIONS MADE TO THE CONTENT OF THIS DOCUMENT WILL INVALIDATE THIS CERTIFICATION. 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED z 0 0 z_ 2 C!l Q LL. 0 0 0 0 0 w x H N w Q w D Q CC CL w rl rn i G w Q a 0 r LU 0 U co00E75� J ILLS>a <L000c) CD N CD 00 0- Q z O 0 w JOB NO. 1 SCALE: NTS UNLESS NOTED 1 .._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._ 1 1 HARDWARE& FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED' OBTAIN ELECTRICAL APPROVED 1 WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS ; STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF 1 1 MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A 653 TYPE PERMIT FROM ' PLANS MUST B E G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. 1 IRCR317.3.1 Iecz3oa.,o.s., 1 STATE LABOR & ' _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..� ON JOB SITE ._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. INDUSTRIES INSTALL PER MANUFACTURERS SPECIFICATIONS. HAVE ALL ��•••••�•�••�•�••�•�••�•�••�•�••�•�•� MANUFACTURER DOCUMENTATION ON SITE. 1...... ...... ...... _.._........ ...... ...... ...... _.._........ 1 PRESENTED BY ALL WORK SUBJECT STRUXURE WASHINGTON TO FIELD INSPECTION FOR CODE COMPLIANCE PROJECT MARCUS DUSENBURY - 2 ZONES DRESS City Of Edmor�"N T STREAM LANE Building Departmenf ' E_F-)'KA KI S,WA 98020 -------------------------------- Work PERGOLA ------------------------------------------------ Address 790 NORTHISTREAM LN CON RACT NO. ___________________ ------- -------------------- Owner DUSENBURY -• '___________________________"" 110558 Approved Date `10/29/2 4 ------ Building Official - ------------------------------- Number; BLD?Q24 ` U R STRUXURE INC. 154 ETHAN ALLEN DRIVE DAHLONEGA, GA 30533 �N8 of s w P V O T -01 SHEET INDEX STR URFE 154 ETHAN ALLEN DR. DAHLONEGA, GA 30533 (800) 303-5248 TITLE SHEET NO. COVER PAGE A100 RECEIVED Oct ,szoza DS o�°°-ME„T Es PERSPECTIVE VIEW A101 TOP VIEW A102 POST LAYOUT VIEW A103 BEAM LAYOUT VIEW A104 GUTTER LAYOUT VIEW A105 FAN & LIGHTS LAYOUT VIEW A106 SECTION 1-1 A200 A201 DA300 DEETTAAIILLSS DETAILS A301 DETAILS A302 DETAILS A303 DETAILS A304 DETAILS A305 w Z Q o N ry) CD Z M 2 00 L,J w Q 0- (n z � Q Q N U) cn NPermit O o U Q � w DETAILS A306 DETAILS A307 A308 DETAILS A309 DETAILS A310 DETAILS A311 NOTES FRAME: BRONZE LOUVERS: ADOBE SYSTEM: 8" BEAMS & 5.5" GUTTERS ELEVATION: DECK 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 THE STRUCTURE SHALL ALSO NOT BE WALKED UPON AND IS NOT DESIGNED FOR HUMAN ACTIVITY OR STORAGE. DESCRIPTION DATE 10/01/24 DRAWN BY Ia- S SCALE SHEET NO. A 100 AL UM/NUM TYPE. LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 S i ft U'. Uft E TM 154 ETHAN ALLEN DR. DAHLONEGA, GA 30533 (800) 303-5248 RECEIVED Oct 18 2024 oEVE��o MEx� sEa�icss W Lv Z m Q O CN O z co I_L I W Q C` Cn D z O W �- Q N (1) Co U Q �O zo O o- W 7 F-- DESCRIPTION PERSPECTIVE VIEW LEGEND e DATE 10/01/24 of W Hi DRAWN BY I & S • SCALE N.T.S. .1135.0 w ? SHEET NO. A 101 ALUM/NUM TYPE. LOUVERS 6063-T5 S T R WR C TM ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 A -A A2o1 RECEIVED Oct 18 2024 I I 48„ I 144 ", I 96" DWELT E M"T EE1110ES -M NT --- ------------- - - - - I- 4 48" W u u ----- --- -- 2 Q CD W �� �52" 1 79" m JCD z (f) :5� oo O- W W Q F- Z W I A200 = Q I A2oo (J J z W Q Ly (f] U] N 144" D 0 -- -- - H Q O - l-n- - -- - - O U zo o w Q O � I I o- ------------------------------------------ ------------ --------- 25„ DESCRIPTION TOP VIEW 288" DATE 10/01/24 DRAWN BY I & S A -A A2o1 l lJ 1 aF W H� ,. • - L E _ _ IdIalAV SHEET NO. EWrl TV' l'1 - 1 -0 T• A 102 ALUM/NUM TYPE. S T R U XUR E TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 RECEIVED I , I I , , Oct 18 2024 I I I I I 138„ COLUMN 6" x 6" x 1/8" 1 2 I 3• I I oEVEI�o mEEiu� BEa�icEs oeramMSHr I I I I ---------------------------------- ns_ r■rnrnrnrnrnrnr■ ' I I 96" I 6 x 6'N 1 ' 42' 48" go„ I I I I L / L W ———-— III � �� �� � � — - �� ------- � z Q o --n-n-n--n-r-n-r-n-r- -�- - - - - -�- -T- - - -�- - - -�- - - J N O Y PDST 6 1 167" 173° z 0c) W W Q °- L, aQ © (n z 0 Cf) U) N 0 U a cf)N �O ionL 6' 1 U 0� z 0 D� O W --------------------------------------------------------------- ------------ I I I I I I I I VIEW I I I I I I I I Q DATE 10/01/24 DRAWN BY i&s I I I I aF Lam; - IdIalAV SHEET NO. LA�?YT �'T E: 1 /40 TO A 103 ALUM/NUM TYPE. S T ftU)(U t c TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 RECEIVED I I I i I I I i I Oct 18 2024 oEVEIo mEEiu� BET�icEs oeramMSHr CORNER I I I I BEAM I I SINGLE PERIMETER BEAM 2" x 8" x "' CORNER BEAM I I CONNECTOR 8 i CONNECTOR SINGLE PERIMETER _ _ L ------------- 4 BEAM 2"x8"x8" 140. 4 CORNER BEAM I CORNER BEAM CONNECTOR CONNECTOR i ----------------------- - I ° 96" - SINGLE PERIMETER c 56° BEAM 2" x 8" x $" C ° I W I � z ------------� Q CDSINGLE PERIMETER J NO BEAM 2' x 1 z oo Lu 284" W W Q °- �. DOUBLE INTERIOR z W Q D Z W c BEAM (2) 2" x 8" x $" I— i— U 1133�16" SINGLE PERIMETER Q O (f) U) = 0 =k 137�3�6. BEAM 2" x 8" x 8" (n N Z 0 Ce) a o' U 0 O c W CD 0 O 28511 6" I Q O` ' ROOF MOUNT BRACKET I � ANGLED BEAM CONNECTORS `p k�SIvl L41YbUT VIEW ANGLED BEAM' DOUBLE PERIMETER DATE CONNECTOR BEAM (2) 2" x 8" x $" I I I Q 10/01/24 DRAWN BY i&s LE _ , - IdIalAV SHEET NO. O� BEAM LAYOUT VIEW SCALE: 1 � T• A 104 ALUM/NUM TYPE. S T ftU)(U t c TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 RECEIVED Oct 18 2024 sEa�icss oEVE�o MUMENT DEM i CORNER GUTTER 5 2" GUTTER CORNER GUTTER --------------- ----------------------------------- \/ t�411 97" 5 2" GUTTER ---- -----FAN BEAM 8"x2"- $"-------------- 129"93 �w� 2 5„ CORNER GUTTER CORNER GUTTER 5 2" GUTTER 45' 24" 97" 88" � c W ------------------------------------------- ---I------------� Q O J N O 5 Z Lu 72"� - 97" - 88" PAS HROUGH GUTTER z (f) oo W W Q o/ Z 273 C� z LL, > � 0 � W FAN BEAM 8" x 2' x s" 2 FAN BEAM 8" x 2" x $" 1025/8" i 1, 5 z' GUTTER I Q 1265�6" Ev0 I U h 274' 885� 6„ Ly Z 0 W Arno - 97 3/8 Q 0 72y4,., LAYOUT VIEW 5 2" GUTTER DATE e 10/01/24 DRAWN BY i&s ��N LE _ , IdIalAV SHEET NO. TTER LAYOUT VIEW GU O SCALE: 1 /4 - 1 -0 rl T• A 105 ALUM/NUM TYPE. S T R U XUR E TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 I I I I I I I I I I I I I I I I RECEIVED oEVE��o mEEiu� BEa�icEs oeramMSHr I I I I I I I I I I I I I I I I - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I - I I � I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o ' 3 I I o, I o , LLJ ------------� Q o - - O z cn W Z LJJ I I o ' ' W 0 W < 0\ cnz�Q � /^ //'� ` ) = U LED LIGHT -BY OTHERS o �' V) V N = Q ~ � 0 � � 0 U z Q 0 I o w Q 0- I I I �i _ I I I W�TTI'�N TS LAYOUT VIEW I I I I I I I I I I I I I Q DATE 10/01/24 nD ht� l � DRAWN BY I&S IdIalAV SHEET NO. OFAN & LIGHTS LAYOUT VIEW SCALE: 1 /4" = 1'-0" TO, A 106 ALUM/NUM TYPE. S T R U XUR E TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 RECEIVED I I I I Oct 18 2024 sEa�icss oEVEIo MUMENT DEM I I I I I I I I I I I I I I I I I I I I I I 284" I I I I I I I I �GLE P METER SINGLE PERIMETER M 2" x $° LOUVER BEAM 2" x 8" x $" I GUTrER FAN BEAM 8" x 2" x 8" 5 i' GUTTER W 2' PONY POST ON ROOF Z � Q CD I J O 114„ z 0c) COLUMN 6" x 6" x 1/8" COLUMN 6" x 6" x 1/8" LiJ LL1 Q O- Cf) Z Lij� > 132" go„ WOOD DECK = 0 �0 U O� BLOCKING BLOCKING Z 0 NOTE: W � ts osts (alU attached to the to " posP x Wood deck With blocking via (1) �; ? functional post base bracket per post � � ,` DESCRIPTION SECTION 1-1 DATE 10/01/24 �j ? DRAWN BY i&s - 1, 0 „ .1135 .� ,. �1f- SHEET NO. OSECTION 1-1 SCALE: 1 /4 - 1 -0 T A 200 ALUM/NUM TYPE. S T R U XUR c- LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 RECEIVED I I I I I I I I I I I I Oct 18 2024 oEVEo mEEiu� BEa�icEs oeramMSHr I I I I I I I I I I I I I I I DOUBLE INTERIOR I I I I I I BEAM (2) 2" x 8" x $" I I I I I I I I 104,,, DOUBLE PERIMETER I I SINGLE PERIMETER BEAM (2) 2" x 8" x $" I LOUVER LOUVER I I BEAM 2" x 8" x $" I � I FAN BEAM 8" x;2" x $" 52 GUTTER I I W I I I z Q o 122• COLUMN 6" x " 1/8" J N CD 114• f z V J 0c) COLUMN " x 6" x 1/8" COLUMN 6" x 6" x 1/8" W LJJ Q 0- (f) z L,Q I , J 167" 4 2' WOOD', DECK = �0 I I I U 0� I I I Z 6"Ox6'Eposts (aLL) attached to the to \ `` Wood deck With blocking via (1) functional post base bracket per post DESCRIPTION SECTION A -A DATE 10/01/24 DRAWN BY �� ���� ��� R i&s LE _ , fa1A SHEET NO. SECTION A -A rl � T•#t A 201 AL UM/NUM TYPE.- STI RUXUR E TM LOUVERS 6063—T5 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063—T6 DAHLONEGA, GA 30533 (800)303-5248 TRACK BAR PIN NOT BAR CAP RECEIVED (ALUMINUM) TRACK BAR Oct 18 2024 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. TRACK BAR PIN (ALUMINUM) `°PME",sE"°Es DE—ME"T � PUSH NUT ;BEAM 6" PIVOT PIN Lo o ao #8 7TEK—/POT (ALUMINUM) 0 0 0 0 o SCREW p� 6" O.0 12" 12" 12" 1 T PIVOT PIN LOUVERS DETAIL (ALUMINUM) SIDE VIEW 1 %" =1'-0" � w Lv z PIVOT PIN TRACK BAR PIN Q CD (ALUMINUM) (ALUMINUM) _j NO zcn �0c) LLJ W Q 0- NOTE: NEED THIS TO BE STANDARD NORMAL PITCH ON A (n z � Q STANDARD 2X8 WITH 5.5" GUTTERS & 2X10 WITH 7.5" GUTTERS. THESE DIMENSIONS WILL BE DIFFERENT WITH A 2X10 AND 5.5" TRACK BAR Q O GUTTERS DEPENDING ON WHICH MOTOR IS USED. PUSH NUT PIVOT BAR CAP = Q PIVOT BAR TRACK BAR PIN TRACK BAR Cn N z 0 HEIGHT 2 %" (ALUMINUM) I 0 BOTTOM OF PIVOT BAR TO TOP LOUVER NYLON WASHER U Q LOUVER OF BEAM TO BE DETERMINED PROFILE FOR BEAM 0- w HIGH SIDE OF COMPARISON IN FIELD FOR PITCH LOW SIDE OF ZONE ZONE I� PIVOT CAP PIVOT CAP BEAM N DESCRIPTION PIVOT TRACK PIVOT BAR PIVOT PIN PIVOT PIN PIVOT BAR DETAILS (ALUMINUM) (ALUMINUM) DATE BEAM, 2"x8" ABEAM, 2"x8" PIVOT PIN (A 1 0 / 0 1 / 2 4 PIVOT PIN (ALUMINUM) �u� LOUVER ��� W Hi '9 DRAWN BY IaS • � � SCALE LOUVERS TO BEAM CONNECTION ISOMETRIC OUT -SIDE VIEW ISOMETRIC IN -SIDE VIE N.T.S. 2X8 BEAM)1 %" -1'-0" 1 %" -1'-0" r w 2 11 �1^is:`l�a �. SHEET NO. A 300 ALUM/NUM TYPE. S T ftU)(U t E TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 #14 TEK SCREW (2-PLACES) CORNER BEAM CONNECTION RECEIVED BEAM °o� z �E 11°PME",sE" —C °Es 5.5" GUTTER °""""`"' a z NOTE: BEAM Q p THE GUTTER CORNER ASSEMBLY GUTTER CORNER IS INSTALLED FIRST, FOLLOWED GUTTER CORNER BY THE GUTTER LAPPING OVER THE GUTTER CORNER BEAM (4) #14 TEK SCREWS 5.5" GUTTER 5.5" GUTTER 5.5" GUTTER w � z Q o BEAM _ TOP VIEW CORNER BEAM m J o z Cn � co 1-7/8" LAP JOINT - CONNECTION LLI LLI Q °' (2) #14 TEK SCREWS (2) #14 TEK SCREWS cf) z w Q 0 GUTTER CORNER 0 N cf) cn z 0 BEAM ® ISOMETRIC VIEW N � O U I 0� ® 0 6„ 6" zo LV O LLI CORNER BEAM Q 0- BEAM ° CONNECTION BEAM DESCRIPTION ® ° DETAILS i 5.5" �� #14 TEK SCREW 1 ° DATE SIDE VIEW DOWN FROM TOP OF = 10/01/24 GUTTER EVERY 12" O O ,� w y DRAWN Y a� I & S • �' SCATS. 5.5" GUTTER GUTTER CORNER ASSEMBLY .1is:s . ' �,;.�1��',�w SHEET NO. A 301 ALUM/NUM TYPE. S T R U XUR E TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 RECEIVED Oct 18 2024 M.1-0 111 SE111— CORNER BEAM CONNECTION - EXTRUDED WITH CAPS (8) #14 TEK SCREWS CORNER BEAM BEAM ° CONNECTION (8) #14 TEK SCREWS THROUGH ° BEAM INTO CORNER BEAM ° PERIMETER BEAM CONNECTION EACH SIDE ° w z BEAM ° Q CD J N ° CD TOP VIEW ° z (n � loo W W Q Cf)z L,,Q �0 �� (8) #14 TEK SCREWS THROUGH BEAM INTO = N 0 CORNER BEAM CONNECTION EACH SIDE gill CORNER BEAM CONNECTION ° OQ ® Q 0 w BEAM ° ® BEAM GOO ° DESCRIPTION SIDE VIEW DETAILS DATE N e 10/01/24 DRAWN BY Ins TYPICAL CORNER ASSEMBLY AL CO SS ��� .94 scA�f.T.S. .113540 ,.1" :Jf�`�_4? SHEET NO. A 302 ALUM/NUM TYPE. S T ftU)(U t C TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 RECEIVED Oct 18 2024 oEVE��o MEx� sEa�icss SINGLE PERIMETER BEAM 211 " 8vi ALUMINUM BEAM INSERT LEG LENGTH AND THICKNESS ARE FIELD DETERMINED, MINIMUM 1/8" THICK, 2" LEGS, LENGTH TO FIT SNUG W � z Q o N JCD zcn:5�co LIJ LIJ Q cf) zW Q L' 0 � 4 #14 TEK SCREWS () cri 3 #14 TEK SCREWS _ �0 U zo 10� o W Q 0- :E rl- DESCRIPTION DETAILS DATE N e 10/01/24 DRAWN BY ANGLED BEAM TO BEAM CONNECTION SINGLE PERIMETER BEAM ti��oF w y;" 211 v 8" I & S SCA�f.T.S. .1133 a w SHEET NO. SSI0 A 303 ALUM/NUM TYPE. S T ftU)(U t E TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 RECEIVED Oct 18 2024 MEx� sEa�icss PERIMETER BEAM 2"x8" oEVE��o DE -MEN' PERIMETER BEAM 2"x8" [61 #14 x 1" TEK SCREWS THRU CHANNEL INTO BEAM 5 3/4" x 2" x 0.125 x 5 3/4" CHANNEL LOWER BEAM AND CHANNEL INTO POST CHANNEL Lu o zono 0 0 0 0 0 0 o Q o CD 5 #14 x 1" TEK SCREWS z THRU POST INTO BRACKET LLJ Lu Q EA. SIDE ��, Z � � ° z o #14 TEK SCREWS Cn cv z ° ® U z o ° � Q o w 6" x 6" x 0.125" POST (5) #14 x 1" TEK SCREWS THRU POST INTO BRACKET EA. SIDE DESCRIPTION DETAILS POST DATE N e 10/01/24 DRAWN BY 1 & s SINGLE BEAM TO 6X6 POST CONNECTION H/ ��° SCATS. • �' .1135 SHEET NO. A 304 AL UM/NUM TYPE. S T R U �t UR E TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1��41g533 DOUBLE PERIMETER BEAM [2] 2"x8" RECEIVED Oct 18 2024 oEVE��o MEx� sEa�icss DOUBLE PERIMETER BEAM [21 2"x8" [61 #14 x 1" TEK SCREWS THRU CHANNEL INTO EACH BEAM 5 3/4" x 2" x 0.125 x 5 3/4" CHANNEL LOWER BEAM AND CHANNEL INTO POST o CHANNEL Lu z Qo o�zo� 131 #14 x 1" TEK SCREWS o o m J o —� THRU POST INTO CHANNEL 0 0 0 co EA. SIDE Cf) z w Q #14 TEK SCREWS 1E0 6" x 6" x 0.125" POST z z 0 . z o w #14 TEK SCREWS BOTH SIDE DESCRIPTION DETAILS POST DATE N e 10/01/24 DRAWN BY I� DOUBLE BEAM TO 6X6 POST CONNECTION " • � � scA�T.S. . .1135 SHEET NO. A 305 ALUM/NUM TYPE. S T ftU)(U t C TM LOUVERS 6063—T5 ALL OTHER COMPONENTS 6063—T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 RECEIVED Oct 18 2024 oEVEo MEx� sEa�icss 6"X6"X0.125" 6"X6"X0.125" ALUM. POST ALUM. POST FUNCTIONAL POST FUNCTIONAL POST BASE BRACKET BASE BRACKET DECK BOARDS 4 s"X4" DECK BOARDS 4 5"X4" 6 GRK6FASTENERS GRK FASTENERS W � z Q o J N CD 2"X8" TREATED 2"X8" TREATED z BLOCKING BLOCKING W W Q VERTICAL [2] X 4 VERTICAL (f) z W Q \ 16 GRK FASTENERS 0 > 2"X10" TREATED PER BLOCK 2"X10" TREATED m U) JOISTS JOISTS �0 U zo 10� CD W Q 0- BEAM BEAM DESCRIPTION DETAILS FRONT VIEW SIDE VIEW DATE e 10/01/24 N DRAWN BY I&S • �' SCA�f.T.S. .113540 SHEET NO. 6X6 POST MOUNTING TO DECK BOARDS ss►� A 306 ALUM/NUM TYPE. S T R U XUR E TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 RECEIVED Oct 18 2024 oEVE��o MEx� sEa�icss (2) #14 TEK SCREWS PERIMETER BEAM EQ SPACED, BOTH 211 X 8 o SIDES OF BEAM 0 0 a INTERIOR BEAM [2] 2" X 811 0 ale w � z Q o N JCD zcn:5�oo LIJ LIJ Q cnz�Q co DOUBLE 2" X 1 3/4" X 2" X 0.125" U-CHANNEL INSERT ° � 0 N cn cn LENGTH TO FIT SNUG (MIN 4" LONG), ATTACH EA = cv CHANNEL TO BEAM W/ (4) #14 TEK SCREWS EQ 0 SPACED U z o ° NOTCHED BEAM Q 0 w ° 5-1/8" X 3-1/8" CUT DESCRIPTION DETAILS DATE TYPICAL DOUBLE BEAM TO PASS THROUGH GUTTER e. ,y 01/24 �.�N ti��, DRAWON BY I s BEAM CONNECTION z scA�T.S. n 2 X 8n BEAMS SHEET NO. 5.5" PASS THROUGH GUTTER ss►0 4 A 307 ALUM/NUM TYPE. S T RUXUR C TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. o DAH�Qb�96 1�64W533 DOUBLE 2X8 BEAM 0 RECEIVED Oct 18 2024 oEVEo MEx� sEa�icss o ISOMETRIC VIEW TYPICAL CONNECTION #14 X 3" TEK SCREWS 12" O.C. / 4" / 12" 12" N 0 o w 3/4" HOLE DRILLED FOR z Q o SCREW INSTALLATION O O op J o AND CAPPED. Z Cn :5� oo LL_I w Q °' SECTION SIDE VIEW O Z w Q 0 N cf) cn I o TYPICAL CONNECTION z (2) #14 X 1" TEK SCREWS U 0 O 12" O.0 STRUXURE LOUVERS SHOWN STRUXURE LOUVERS SHOWN Lv z PERPENDICULAR TO INTERIOR BEAM PARALLEL TO INTERIOR BEAM Q 0- DESCRIPTION DETAILS DATE co N e. 10/01/24 DRAWN BY Ids DOUBLE BEAM CONNECTION 2X8 LOUVERS POSITION ~moo a n SCATS. GUTTER �� r1;,f��l�' _4? (1) #14 X 1 TEK SCREW '--- ''° SHEET NO. A 308 ALUM/NUM TYPE. S T R U XUR c- LOUVERS 6063—T5 DIAMETER: R 2.00" ALL OTHER COMPONENTS 6063—T6 MATERIAL: AISI 304 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 LOCKING PIN —5/16" DIA. x 1" LONG BOLTS NOTE: POSITION ROOF MOUNT PERIMETER BEAM WITH [2] WASHERS EACH BOLT; PIVOT BRACKETS ABOVE LOAD [3] BOLTS EACH SIDE OF ROOF BRACKET BEARING WALL RECEIVED (PROVIDED BY STRUXURE)DE- o��szoza o�E o MEN° ENT Es GUTTER O [3] 3/8" DIAM. x 3" LONG 0 D S.S. WOOD LAG ROOF BRACKET SCREWS INTO ROOF O O BY GC) (PROVIDED APPROX. 3" (MAY VARY O (--q) DEPENDING ON ROOF O o O PITCH) 3' APPROX. 3" ROOF W � z Q o J N CD zcn:5�oo LIJ LIJ Q W Q � z �y �0�> 0 N cf) co " THICK EXISTING HOST = N STRUCTURE 0 0 U zo 10� CD W Q O` 0 0 o /0 o DESCRIPTION DETAILS OO 0 0 o O O SECTION DATE 10/01/24 0 1/"=1'-011 DRAWN BY 1&S • �' SCA�f.T.S. 40 ; Fir,T � _4?� SHEET NO. ROOF MOUNT PIVOT BRACKET NOTE: PERIMETER BEAM ATTACHED TO PIVOT MOUNT BY [4] #14 X 1" SS TEK SCREWS. PIVOT MOUNT ATTACHED TO ROOF RAFTERS BY [3] 3/8" DIAMETER STAINLESS STEEL LAG SCREWS WITH MINIMUM 1-1/2" THREAD PENETRATION, A 309 0.75" EDGE DISTANCE, 1" APART MIN., INTO SOUTHERN YELLOW PINE #2 WOOD (G=0.55) OR BETTER. ALUM/NUM TYPE. S T ftU)(U t E TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAHLONEGA, GA 30533 RECEIVED Oct 18 2024 oEVE��o MEx� sEa�icss 6" x 6" PONY POST [4] 6 X 4" GRK FASTENERS � 6 ," [4� X 4 W 16 GRK FASTENERS z Q O � J N O 6" x 6" X 0.125" STAMPED z (f) cO °- ALUMINUM POST LIJ LIJ Q cf)Z Q BRACKET W/ 2" LEGS D� QN cf)cn o (3) #14 TEK SCREWS = Q N oo'oo o EACH SIDE O .01 �� 0 0 � 0 � U zo 0 0 0 CD w Q 0- DESCRIPTION DETAILS DATE e 10/01/24 N DRAWN BY I & s STANDARD POST BRACKET TO SCAT.s. ROOF CONNECTION 6" x 6" .1135 � ; _4�w, SHEET NO. ss,�l� A 310 ALUM/NUM TYPE. S T R U XUR E TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAHLONEGA, GA 30533 RECEIVED Oct 18 2024 oEVE��o MEx� sEa�icss BEAM BEAM U CHANNEL 2"x 1 3/4"x2"x0.125" w 7" IN LENGTH z Q o GUTTER m J o o ACCESSORY z Cn � co e BEAM 0- LLJ U z � Q �0 �� OO co zo C� c� z �O (4) #14 X 1" TEK z o SCREWS THRU (4) #14 X 1" TEK Q 0 w BEAM INTO SCREWS THRU INSERT EA. SIDE INSERT INTO GUTTER DESCRIPTION DETAILS GUTTER BEAM INSERT DATE N e 10/01/24 DRAWN BY I&S FAN BEAM CONNECTION • - SCA�f.T.S. SHEET NO. A 311 LOUVERED PERGOLA Zeyn B. Uzman, PE, SE, PEng SCOPE OF WORK: DESIGN & INSTALLATION OF A NEW MECHANICALLY OPENING LOUVERED 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 DESIGN CRITERIA: INTERNATIONAL BUILDING CODE(2021) WASHINGTON STATE BUILDING CODE (2021) & ASCE 7-16 LOAD COMBINATIONS 1. ROOF LOADS: DEAD LOAD ........................... 2 PSF LIVE LOAD (REDUCIBLE)..................20 PSF 2. WIND LOADS: BASIC WIND SPEED.......................98 MPH EXPOSURE .................................... C COMPONENT AND CLADDING WIND PRESSURE PER ASCE 7-16 3. SEISMIC LOADS: SITE CLASS D - DEFAULT SEISMIC DESIGN CATERGORY....... D SS..............................................1.286 S1..............................................0.453 SDS...........................................1.209 SDI...........................................0.558 4. SNOW LOADS: Pg.............................................25 PSF Ps ... 21 PSF (ADD 5 PSF FOR RAIN SNOW SURCHARGE) Cs............................................ 1.0 Ct............................................. 1.2 SNOW DRIFT ............................... PER CODE 5. RISK CATEGORY: CATEGORY...........................................II SEISMIC IMPORTANCE FACTOR...............1.00 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 FOR THE SUPPORT OF ANY ADDITIONAL LOADS AND FORCES IMPOSED DURING MANUFACTURING, TRUCKING, ERECTING, AND HANDLING. 4. SPECIAL INSPECTIONS MAY BE REQUESTED OR REQUIRED AT THE DISCRETION OF THE AUTHORITY HAVING JURISDICTION. 4.1. IN AREAS OF SEISMIC DESIGN CATEGORY (SDC) D-F, AN INSPECTOR SHALL EXAMINE THE DESIGNATED SEISMIC SYSTEM, MOUNTING, AND ANCHORAGE REQUIRING QUALIFICATION IN ACCORDANCE WITH SECTION 13.2.2 OF ASCE 7 PER IBC 1705.12.4, AS WELL AS INSPECT REINFORCEMENT AND VERIFY PLACEMENT PER IBC 1908.4 LOUVERED PERGOLA DESIGN & OPERATION: 1. LOUVERS SHALL BE SPACED SUCH THAT THEY ALLOW 50% SYSTEM POROSITY WHEN FULLY OPENED. 2. SYSTEM NOT DESIGNED TO HANDLE CONCENTRATED LOADS FROM HUMAN ACTIVITY. 3. 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, 4. THE STRUCTURE SHALL NOT BE WALKED UPON AND IS NOT DESIGNED FOR HUMAN ACTIVITY OR STORAGE. 5. 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. 6. 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 DROPS TO 320 FAHRENHEIT OR LOWER, AND/OR INCLUDE THE ABILITY FOR MANUAL OPENING AND LOCKING BY THE USER. 7. LOUVERED ROOF SYSTEM SHALL BE PER MANUFACTURER MAXIMUM SPANS OR BY OTHERS. 8. NO CERTIFICATION IS OFFERED FOR WATERPROOFING, SIZING, OR OPERATION OF GUTTERS. 9. SYSTEM NOT DESIGNED FOR WATERSHED OF RAINFALL FROM ADJACENT ROOFS UNLESS SPECIFICALLY SHOWN HEREIN, TYP. STRUCTURAL MATERIALS AND CONNECTIONS STRUCTURAL ALUMINUM & ALUMINUM WELDING: 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 1/8" THICK U.N.O. AND BE OF THE FOLLOWING ALLOY AND TEMPER: 2.1. BEAMS, PURLINS, COLUMNS ..... 6063-T6 2.2. ALL OTHER EXTRUSIONS .......... 6063-T6 2.3. FASTENERS ............................ SS 316 3. STRUCTURAL ALUMINUM SHALL BE FRAMED PLUMB AND TRUE AND ADEQUATELY BRACED DURING CONSTRUCTION. 4. ALL BEAMS SHALL HAVE A MINIMUM 1 1/2" DEPTH FULL BEARING SUPPORT UNLESS NOTED OTHERWISE. 5. 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. 6. 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. 7. 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 ("GOOD QUALITY", 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. 8. 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. EMBEDDED ALUMINUM ELEMENTS WILL BE COVERED WITH PLASTIC TAPE OR OTHERWISE PROTECTED AS PER 2015 ADM M.7.3. 9. BOLT HOLES SHALL BE DRILLED THE SAME NOMINAL DIAMETER AS THE BOLT + 1/16". 10. 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. 11. 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. 12. 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. 13. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 14. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. STRUCTURAL WOOD (AS APPLICABLE): 1. ALL DIMENSION LUMBER SHALL; BE STRUCTURAL GRADE #2 SPRUCE -PINE -FIR OR BETTER, MEET ALL APPLICABLE REQUIREMENTS PER THE WESTERN WOOD PORDUCTS ASSN. (WWPA) "GRADE RULE BOOK", AND BE 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 0.42 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. OTHER MATERIALS (AS APPLICABLE) 1. ANY SPECIFIED LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO ASTM A36 AND CURRENT EDITION OF AISC WITH MINIMUM Fy = 36KSI 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 CERTIFIED BY GLASS MANUFACTURER ANCHORS & FASTENERS 1. 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" BY THE ALUMINUM ASSOCIATION, INC., & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. 2. ALL METAL CONNECTORS USED IN LOCATIONS EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED. 3. ALL FASTENERS SHALL BE SPACED WITH 2x DIAMETER END DISTANCE AND 2.5xDIAMETER MIN. SPACING TO ADJACENT FASTENERS, UNLESS NOTED OTHERWISE. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR ALL FASTENERS, 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM EMBEDMENT AND EDGE DISTANCE ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. 5. ANCHOR QUANTITIES INDICATED IN DETAILS ARE FOR GRAPHICAL PURPOSES ONLY. DO NOT SCALE DIAMETER, FREELY LENGTH, OR PENETRATION(S). HEAD STYLE(S) ARE INTERCHANGEABLE. NON-STRUCTURAL ELEMENTS: 1. 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 WITHIN LIMITATIONS STATED HEREIN AND AS DESIRED PER MFR. SPECIFICATIONS. DETAILS PROVIDED HEREIN ARE FOR REFERENCE ONLY FOUNDATION, CONCRETE, AND REINFORCEMENT FOUNDATION & EARTHWORK 1. SURROUNDING SOIL TO BE WELL COMPACTED BY MECHANICAL MEANS TO 90% OPTIMUM DENSITY, BE FREE OF MUCK AND ORGANICS, AND ACHIEVE 2000 PSF MIN BEARING PRESSURE AND LATERAL BEARING PRESSURE BELOW NATURAL GRADE OF 150 PSF. 2. EXCAVATIONS NEAR ADJACENT FOOTINGS AND FOUNDATIONS SHALL NOT REMOVE LATERAL SUPPORT 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 TO CONSTRUCTION AS SAND CLASS OR BETTER. SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED THE ENGINEER OF RECORD MUST BE NOTIFIED. 4. FILL TO BE PLACED OVER THE NATURAL GROUND TO ACHIEVE THE FINISH PAD ELEVATION. BACKFILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SOILS CONTAINING LESS THAN 5% ORGANIC WITH NO MORE THAN 30% ROCK, AND NO ROCK LARGER THAN 3 INCHES IN DIAMETER AND PLACED IN LOOSE LIFTS NOT TO EXCEED 12 INCHES IN THICKNESS. ALL FILL MATERIAL FOUND AT FOUNDATION LEVEL AND BACKFILL SHALL BE COMPACTED TO 98% OF THE STANDARD PROCTOR DENSITY. CONCRETE 1. CONCRETE MIXTURES SHALL BE DESIGNED TO REACH A COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. 2. ALL MIXING, TRANSPORTING, PLACING, & CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318. 3. NO ADMIXTURES ARE TO BE USED WITHOUT THE WRITTEN APPROVAL OF THE ABOVE -SIGNED ENGINEER. 4. CONCRETE SHALL BE TYPE 1 PORTLAND CEMENT MEETING THE REQUIREMENTS OF ASTM C150,AGGREGATES TO MEET ASTM C33. POTABLE WATER SHALL BE USED. REINFORCING STEEL 1. ALL REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO CURRENT REQUIREMENTS OF ASTM A615, GRADE 60 (U.O.N.), FREE FROM OIL, LOOSE SCALE AND LOOSE RUST AND BENT, LAPPED, PLACED, SUPPORTED AND FASTENED ACCORDING TO THE "ACI DETAILING MANUAL" (SP-66) AND THE ACI 318. 2. ALL WELDING WIRE FABRIC IS TO CONFORM TO ASTM A185 MINIMUM YIELD STRENGTH OF 85 KSI. 3. CLEAR COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: FOOTINGS EXPOSED TO EARTH: 3" UNFORMED FACES EXPOSED TO EARTH: 3" FORMED FACES IN CONTACT WITH EARTH: 2" SLABS NOT IN CONTACT WITH EARTH: 3/4" SLABS EXPOSED TO WEATHER: 2" BEAMS AND COLUMNS: 1-1/2" 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. 5. WHEN REINFORCING STEEL IS NOTED AS CONTINUOUS REINFORCING IN SLABS, WALLS, AND/OR BEAMS, SPLICE CONTINUOUS REINFORCING STEEL ONLY WHEN UNAVOIDABLE DUE TO STOCK LENGTHS. 5.1. LAP CONTINUOUS REINFORCING A MINIMUM OF 48 BAR DIAMETERS IN BEAMS & COLUMNS, 36 BAR DIAMETERS IN SLABS. 5.2. STAGGER ALL SPLICES A MINIMUM OF FOUR FEET. ADJACENT BAR WITH SPLICES ARE NOT ACCEPTABLE. 5.3. LOCATE TOP BAR FOR SPLICES WITHIN MIDDLE HALF GO THE SPAN AND LOCATE BOTTOM BAR SPLICES AT SUPPORTS, OR BETWEEN SUPPORTS AND 1/3 SPAN POINT UNLESS NOTED OTHERWISE ON PLANS, DETAILS OR SCHEDULES. 5.4. CONTINUITY AT COLUMNS SHALL BE PROVIDED BY CONTINUING HORIZONTAL REBARS THROUGH COLUMNS OR BY BENDING HORIZONTAL REINF. INTO COLUMNS A DISTANCE OF 30". 5.5. PROVIDE 12" STANDARD ACI HOOK MINIMUM FOR ALL DISCONTINUOUS TOP REINFORCING. 5.6. PROVIDE INTERIOR AND EXTERIOR HORIZONTAL LAPPED CORNER BARS AT ALL CORNERS TO MATCH SIZE, TYPE AND SPACING OF HORIZONTAL WALL REINFORCING IF APPLIED. 5.7. 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. 305 Charleston Greene Malvern, PA 19355 (217) 652-6737 5.8. 3. 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" 6. SHOP DRAWINGS SHALL BE SUBMITTED FOR E.O.R. REVIEW AND APPROVAL BEFORE INSTALLATION. 7. ALL STRUCTURAL PRECAST UNITS AND THEIR ATTACHMENTS TO THE MAIN STRUCTURE SHALL BE INSPECTED AFTER ERECTION, BUT BEFORE CONCEALMENT. SUCH INSPECTIONS SHALL BE PERFORMED BY AN ARCHITECT OR PROFESSIONAL ENGINEER REGISTERED IN THE PERMITTING STATE. CERTIFICATION & LIABILITY 1. 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. 2. 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. 3. ENGINEERING EXPRESS 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. 4. USE OF THIS SIGNED & SEALED DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, AND INSTALLATION REQUIREMENTS. 5. THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED WITHOUT THE ORIGINAL SIGNATURE & RAISED SEAL OF THE CERTIFYING P.E. ALTERATIONS, ADDITIONS OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. PHOTOCOPIES AND UNSEALED DOCUMENTS ARE NOT TO BE ACCEPTED. 6. 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. 7. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE ONLY PERMITTED TO SHOW SITE -SPECIFIC CONDITIONS, HOWEVER ANY CHANGES, ALTERATIONS OR ADDITIONS MADE TO THE CONTENT OF THIS DOCUMENT WILL INVALIDATE THIS CERTIFICATION. 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED RECEIVED Oct 18 2024 auFR MENrvicEs w Lv PA z D Q m __j Z � W w Z w � O Lv 0 N u) z 0 0 z_ 2 (1l Q LL. 0 0 0 0 0 w x H (n w Q w D Q tY 0- w rl rn i G 0 r LU 0 U co00E75� J ILLS>a <L000c) CD N CD co 0- Q cn 0 O w JOB NO. 1 SCALE: NTS UNLESS NOTED 1 PRESENTED BY STRUXURE WASHINGTON PROJECT MARCUS DUSENBURY 1 ADDRESS 790 NORTHSTREAM LANE EDMONDS,WA 98020 CONTRACT NO. 2110558R UU R Yt STRUXURE INC. 154 ETHAN ALLEN DRIVE DAHLONEGA, GA 30533 ZONE = TM m ti��oF 135 `? v6�,e0 I I-[ I 0 T -01 SHEET INDEX STftU)(URF-" 154 ETHAN ALLEN DR. DAHLONEGA, GA 30533 (800) 303-5248 TITLE SHEET NO. COVER PAGE A100 RECEIVED Oct 182024 . o MEE° sE-1- DE —ME"' PERSPECTIVE VIEW A101 TOP VIEW A102 POST LAYOUT VIEW A103 BEAM LAYOUT VIEW A104 GUTTER LAYOUT VIEW A105 FAN & LIGHTS LAYOUT VIEW A106 SECTION 1-1 A200 A201 DA300 DEETTAAIILLSS DETAILS A301 DETAILS A302 DETAILS A303 DETAILS A304 DETAILS A305 W Q o m 0 w w Q o �ZLLJQ QO(f) cf) zo 0O zo Q 0 w DETAILS A306 NOTES FRAME: BRONZE LOUVERS: ADOBE SYSTEM: 8" BEAMS & 5.5" GUTTERS ELEVATION: DECK 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 THE STRUCTURE SHALL ALSO NOT BE WALKED UPON AND IS NOT DESIGNED FOR HUMAN ACTIVITY OR STORAGE. DESCRIPTION DATE 10/01/24 DRAWN BY I&S SCALE SHEET NO. A 100 ALUM/NUM TYPE. S I RUXURE- LOUVERS 6063-TS ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�g�& 1�gS33 RECEIVED Oct 18 2024 oEvE�o MEET sE-CIS W ry z Q O __j N O W LJJ Q 0- cf) Z W Q �0 n N cn cn i �0 U Q� zo OW Q 0- 7 F-- VIEW LEGEND DATE e 10/01/24 DRAWN BY &S s �'� .► n SCAL� T.S. 40 ; SHEET NO. A 101 AL UM/NUM TYPE. - LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 A -A A201 168" i A A -A A201 VSaE- VIE1 /2" 108" 1-1 A200 i 0 ----- * S T RUXURE- 154 ETHAN ALLEN DR. DAHLONEGA, GA 30533 (800) 303-5248 RECEIVED Oct 18 2024 oEVE��o MEx� sEa�icss / III Lv z D Q O m C CD W O 00 0 LJJ Z N Q LLI v7 Q cn z n U ry Q �O z Ow 0- :E rl_ DESCRIPTION TOP VIEW DATE 10/01/24 DRAWN BY I&S SCALE 1 /2"- 1 L� SHEET NO. A 102 AL UM/NUM TYPE. - LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 00— 1 —7-- L — — N 1 ® Wlillmmmll 110, 1 -i N; I�;I H w 1'-6" PONY POST 1'-6" PONY POST (x3) ON ROOF (x3) ON ROOF '-6" PONY POST 3) ON ROOF 156„ 162" OE: POST LAYOUT VIEW SCAL1 /2" 96" 102" 1 COLUMN 6" x 6" x 1/8" SIRWWRE- 154 ETHAN ALLEN DR. DAHLONEGA, GA 30533 (800) 303-5248 RECEIVED Oct 18 2024 oEVE�� M"T SE111CIS D­K Lu ry Z :D Q o CID N 0 co W W Q C� Z w Q �0 0 N v7 cn z � i �O U Q:� zo Q o LL 0- DESCRIPTION POST LAYOU VIEW DATE 10/01/24 DRAWN BY &S SCALE 1 / 2 1 L� SHEET NO. A 103 AL UM/NUM TYPE. - LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 Cc CORNER BEAM CONNECTOR SIRWWRE- 154 ETHAN ALLEN DR. DAHLONEGA, GA 30533 (800) 303-5248 RECEIVED Oct 18 2024 oEVE��o MEx� sEa�icss � z :D Q o 104 cc CIDz _j N SINGLE P M SINGLEPERIMETER CCD BEA 2" x 8 ;`� BEAM 2" x 8" x 8" LLJ w °� Q �0�� 0 N v7 cn O = 164 U I 0� Q � o w ------------- Q o Cc CONNECTORJII VId LL rLfl11 I Lfl BEAM 2"x8"x"' A BLAYOUT VIEW 1 SEAM CALE: 1 /2" CORNER BEAM CONNECTOR DESCRIPTION BEAM LAYOUT DATE 10/01/24 DRAWN BY I&S SCALE SHEET NO. A 104 AL UM/NUM TYPE. - LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 SIRWWRE- 154 ETHAN ALLEN DR. DAHLONEGA, GA 30533 (800) 303-5248 RECEIVED Oct 18 2024 oEVE��o MEx� sEa�icss / ry III z Q I c) N 5 2" GUTTER W C� W Q Z w Q � 0 0 IV N v7 z cn n U i �O ry Q z ow o- 0 2 uv , , L—r� DESCRIPTION GUTTER DATE N e. 10/01/24 BY DRAWN A g la5 • SCALE SHEET NO. GUTTER OUT VIEW 1 SCALE: 1 /2" A 105 AL UM/NUM TYPE. - LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 FAN &LIGHTS LAYOUT VIEW SCALE: 1 /2" = 1 '-0" -' 2 SIRWWRE- 154 ETHAN ALLEN DR. DAHLONEGA, GA 30533 (800) 303-5248 RECEIVED Oct 18 2024 oEVE��o MEx� sEa�icss DESCRIPTION FAN & LIGHTS DATE 10/01/24 DRAWN BY I&S SCALE 1 /2"- 1 L� SHEET NO. A 106 AL UM/NUM TYPE.- S T R U" R E TM LOUVERS 6063-T5 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063-T6 DAHLONEGA, GA 30533 (800) 303-5248 SINGLE PERIMETER 164" SINGLE PERIMETER BEAM 2" x 8" x "' LOUVERS BEAM 2" x 8" x "' RECEIVED oOct 18 2024 vicss 1 o-MiHiTI 5 2" GUTTER 52 " GUTTER/ ate_ 1'-6" PONY POS (V O �4" 114° / � Lu Z ::D Q o COLUMN 6" x 6" x 1/8" CID 0 NCD Q 0- W W �0 162" 0 WOOD DECK I � Q U �o ow Q o- BLOCKING DESCRIPTION \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\✓\\\\\\\\\\\\\\\\\\\\\\\\\\� SECTION 1 1 DATE 1 0/ 0 1/ 2 4 ��\\\\\\\\^/\\\\\\\\\\\/\ 8. x6 posts (aLl) attached to the top of a Wood deck With////////////,r/\/////////�/ `� R DRAWN BY blocking via (1) functional post base bracket per \/i\/ p/o\\j s/t\\j I a S SCALEj\\\�\\�\\ vv/vv/vv/vv/vv/vv/vv/vv/vv/vv/vv/vv/vv v v v v v v v v v v v v v v � .� .� , � ,� , /v/iv/iv/iv/iv/iv/iv/iv/i� ss� SHEET NO. SECTION 1-1 A 1 /p f/212� A 200 SCALE: 1 /2" = 1'-011 T AL UM/NUM TYPE.- S T RWWR C- LOUVERS 6063-T5 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063-T6 DAHLONEGA, GA 30533 (800) 303-5248 SINGLE PERIMETER 104" SINGLE PERIMETER BEAM 2" x 8" x $" LOUVER BEAM 2" x 8" x 8" RECEIVED Oct 18 2024 oEVEo MEx� sEa�icss u 5 z" GUTTER 5 Z" GUTTER FAN BEAM 8" x 2" x $" 1'-6" PONY POST (x3) ON ROOF LLJ 114 ° � Z Q o COLUMN 6" x 6" x 1/8" CID N 0 W W 00 Q �0 102" 0 WOOD DECK I O 0 U Z� o L_J Q o- :E � BLOCKING DESCRIPTION SECTION A -A DATE NOTE: 6„x6" posts (all) attached to the top j//j//j�/j//j//j/" 10 / 01 / 24 DRAWN BY /j of a Wood deck with blocking via (1) ji\�i\�i\� °� W y' 1 a S \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ functional post base bracket per post //x/P P P //i//i//i/i /i /i /i /i /i /i /i /i /i /i /i /i /i ; jam • SCALE - - SHEET NO. IEION A -A 1 1 '-0" A 201 SCALE: 1 /2" = 1 T� AL UM/NUM TYPE.- STI RUXUR E TM LOUVERS 6063—T5 154 ETHAN ALLEN DR. ALL OTHER COMPONENTS 6063—T6 DAHLONEGA, GA 30533 (800)303-5248 TRACK BAR PIN NOT BAR CAP RECEIVED (ALUMINUM) TRACK BAR Oct 18 2024 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. TRACK BAR PIN (ALUMINUM) `°PME",sE"°Es DE—ME"T � PUSH NUT ;BEAM 6" PIVOT PIN Lo o ao #8 7TEK—/POT (ALUMINUM) 0 0 0 0 o SCREW p� 6" O.0 12" 12" 12" 1 T PIVOT PIN LOUVERS DETAIL (ALUMINUM) SIDE VIEW 1 %" =1'-0" � w Lv z PIVOT PIN TRACK BAR PIN Q CD (ALUMINUM) (ALUMINUM) _j NO LLJ L1J Q 0- NOTE: NEED THIS TO BE STANDARD NORMAL PITCH ON A (n Z w Q STANDARD 2X8 WITH 5.5" GUTTERS & 2X10 WITH 7.5" GUTTERS. 0 THESE DIMENSIONS WILL BE DIFFERENT WITH A 2X10 AND 5.5" TRACK BAR Q �I m U) GUTTERS DEPENDING ON WHICH MOTOR IS USED. PUSH NUT PIVOT BAR CAP _ Q BAR BARPIN TRACPIVOT TRACK BAR I 0 3 " HEIGHT 2 / (ALLUMIINUM) 0 BOTTOM OF PIVOT BAR TO TOP LOUVER NYLON WASHER U z 0 LOUVER PROFILE FOR OF BEAM TO BE DETERMINED BEAM C) w HIGH SIDE OF COMPARISON IN FIELD FOR PITCH LOW SIDE OF Q ZONE ZONE I� PIVOT CAP PIVOT CAP BEAM N DESCRIPTION PIVOT TRACK PIVOT BAR PIVOT PIN PIVOT PIN PIVOT BAR DETAILS (ALUMINUM) (ALUMINUM) DATE BEAM, 2"x8" ABEAM, 2"x8" PIVOT PIN (A 1 0 / 0 1 / 2 4 PIVOT PIN (ALUMINUM) �u� LOUVER ��� W Hi '9 DRAWN BY IaS • � � SCALE LOUVERS TO BEAM CONNECTION ISOMETRIC OUT -SIDE VIEW ISOMETRIC IN -SIDE VIE N.T.S. 2X8 BEAM)1 %" -1'-0" 1 %" -1'-0" r w 2 11 �1^is:`l�a �. SHEET NO. A 300 ALUM/NUM TYPE. S T ftU)(U t E TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 #14 TEK SCREW (2-PLACES) CORNER BEAM CONNECTION RECEIVED BEAM °o� z �E 11°PME",sE" —C °Es 5.5" GUTTER °""""`"' a z NOTE: BEAM Q p THE GUTTER CORNER ASSEMBLY GUTTER CORNER IS INSTALLED FIRST, FOLLOWED GUTTER CORNER BY THE GUTTER LAPPING OVER THE GUTTER CORNER BEAM (4) #14 TEK SCREWS 5.5" GUTTER 5.5" GUTTER 5.5" GUTTER w � z Q o BEAM TOP VIEW CORNER BEAM J N CD z 00 1-7/8" LAP JOINT - CONNECTION LLI LLJ Q 0- (2) #14 TEK SCREWS (2) #14 TEK SCREWS O Z w Q 0 GUTTER CORNER 0 cn BEAM ISOMETRIC VIEW � z � I O ® U 0� ® 0 6„ 6" DV 0 w J. CORNER BEAM Q °' BEAM CONNECTION ® ® BEAM DESCRIPTION DETAILS i 5.5" �� #14 TEK SCREW 1 ° DATE SIDE VIEW DOWN FROM TOP OF = 10/01/24 GUTTER EVERY 12" O O ,� w y DRAWN Y a� I & S • �' SCATS. 5.5" GUTTER GUTTER CORNER ASSEMBLY .�is:s . ' �,;.�1��',�w SHEET NO. A 301 ALUM/NUM TYPE. S T R U XUR E TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 RECEIVED Oct 18 2024 M.1-0 111 SE111— CORNER BEAM CONNECTION - EXTRUDED WITH CAPS (8) #14 TEK SCREWS CORNER BEAM BEAM ° CONNECTION (8) #14 TEK SCREWS THROUGH ° BEAM INTO CORNER BEAM ° PERIMETER BEAM CONNECTION EACH SIDE ° w z BEAM ° Q CD J N ° 0 TOP VIEW ° 00 WLWQ0- U7ZwQ 0 N cn cn (8) #14 TEK SCREWS THROUGH BEAM INTO CORNER BEAM CONNECTION EACH SIDE I O gill CORNER BEAM CONNECTION ° OQ 0 Q 0 w BEAM ° ® BEAM GOO ° DESCRIPTION SIDE VIEW DETAILS DATE N e 10/01/24 DRAWN BY Ins TYPICAL CORNER ASSEMBLY AL CO SS ��� .94 scA�f.T.S. .113540 ,.1" :Jf�`�_4? SHEET NO. A 302 ALUM/NUM TYPE. S T ftU)(U t E TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 RECEIVED Oct 18 2024 PERIMETER BEAM 2"x8" °-MENT PERIMETER BEAM 2"x8" [61 #14 x 1" TEK SCREWS THRU CHANNEL INTO BEAM 5 3/4" x 2" x 0.125 x 5 3/4" CHANNEL CHANNEL LOWER BEAM AND CHANNEL INTO POST 0 0 0 Lu 0 0 0 0 ono 0 0�o Q o J (5) #14 x 1" TEK SCREWS o o m o THRU POST INTO BRACKETW LJ Q 0- EA. SIDE ���� Cf)zLijQ #14 TEK SCREWS _ �0 U 0� ° w 6" x 6" x 0.125" POST ®� (5) #14 x 1 TEK SCREWS Q � � � THRU POST INTO BRACKET EA. SIDE DESCRIPTION POST DETAILS DATE N e 10/01/24 DRAWN BY SINGLE BEAM TO 6X6 POST CONNECTION ti�� W " • �' SCATS. .1135 ,. rl'T�`��1' _4?� SHEET NO. A 303 ALUM/NUM TYPE. S T ftU)(U t C TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 RECEIVED Oct 18 2024 oEVE��o MEx� sEa�icss 6" x 6" POST w [41 6" X 4" z Q ON GRK FASTENERS [41 6" X 4" FASTENERS CDGRK LLJ L1J Q 0- 6" x 6" X 0.125" STAMPED 0 D ALUMINUM POST BRACKET W/ 2" LEGS _ (3) #14 TEK SCREWS �0 U 0 EACH SIDE z 0 a o 0 o 0 0 w 0- 0 0 � DESCRIPTION DETAILS DATE N e 10/01/24 DRAWN BY I&S • �' SCATS. STANDARD POST BRACKET TO w ;�,�135l�a SHEET NO. ROOF CONNECTION 6" x 611 ss►� . A 304 ALUM/NUM TYPE. S T ftU)(U t E TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 RECEIVED Oct 18 2024 oEVEo MEx� sEa�icss 6"X6"X0.125" 6"X6"X0.125" ALUM. POST ALUM. POST FUNCTIONAL POST FUNCTIONAL POST BASE BRACKET BASE BRACKET lk DECK BOARDS s "s DECK BOARDS 6 " GRK6FASTENERS GRK FASTENERS w � z Q o 2"X8" TREATED 2"X8" TREATED J N O oo BLOCKING BLOCKING LLB Q O- W VERTICAL �26X 4" VERTICAL (n z � Q GRK FASTENERS 0 2"X10" TREATED PER BLOCK 2"X10" TREATED JOISTS JOISTS �0 U 0� Q 0- w BEAM BEAM DESCRIPTION FRONT VIEW SIDE VIEW DETAILS DATE e 10/01/24 N DRAWN BY I&S • �' SCA�f.T.S. .113540 SHEET NO. 6X6 POST MOUNTING TO DECK BOARDS ss_4�w, A 305 ALUM/NUM TYPE. S T ftU)(U t E TM LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 154 ETHAN ALLEN DR. DAH�Qb�96 1�64W533 RECEIVED Oct 18 2024 oEVE��o MEx� sEa�icss BEAM BEAM U CHANNEL 2"x 1 3/4"x2"x0.125" 7" IN LENGTH i w GUTTER Q o e ACCESSORY m J o e BEAM WwQ0- cf) Z w Q co 0 N cn cn z � i �0 (4) #14 X 1" TEK U 0 SCREWS THRU (4) #14 X 1" TEK o BEAM INTO SCREWS THRU Q CD INSERT EA. SIDE INSERT INTO GUTTER GUTTER BEAM INSERT DESCRIPTION DETAILS DATE N e 10/01/24 DRAWN BY I&S FAN BEAM CONNECTION ham° scA�T.S. SHEET NO. A 306