APPROVED BLD BLD2024-0897+Architectural_Plan+7.3.2024_9.37.22_AM+4357198Reviewed by Planning
8.8.24
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
SIDS...........................................1.209
SDI...........................................0.558
4. SNOW LOADS:
Pg............................................. 25 PSF
PS... 25 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
LOUVERED PERGOLA
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
City Of Edmonds
Building Department 11
Work PERGOLA
------ -------
Address', 7829 NI89TH PL SW
Owners SHELEY BRESSLER
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REINFORCEMENT Building FOUNDATION CONCRE r�,r
1 SURROUNDING SOIL TO BE[
MECHANICAL MEANS TO 90% O T vu�
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.
B. Uzman, PE, SE, PEng
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
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CITY OF EDMONDS
DEVELOPMENT SERVICES
SCALE: NTS UNLESS NOTED 1
PRESENTED BY
STRUXURE WASHINGTON
PROJECT
SHELEY BRESSLER (SEATTL
ADDRESS
7829 189TH PLACE SW
EDMONDS, WA 98026
CONTRACT NO.
2109971
5 i R U Yv U R �
STRUXURE INC.
154 ETHAN AEEEN DRIVE
DAHLONEGA. GA 30533
SHEET INDEX
5 T RU'.URE—
154 ETHAN ALLEN DR.
TITLE
SHEET NO.
DAHLONEGA, GA 30533
(800)303-5248
COVER PAGE
A100
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
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SECTION A -A
A201
-
DETAILS
A300
DETAILS
A301
DETAILS
A302
DETAILS
A303
DETAILS A304
DETAILS
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NOTES
FRAME: WHITE
LOUVERS: WHITE
SYSTEM: 8" BEAMS 5.5" GUTTERS
ELEVATION: DECK
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DESCRIPTION
DATE
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DAHLONEGA, GA 30533
(800) 303-5248
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AL UM/NUM TYPE -
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ALL OTHER COMPONENTS 6063-T6
CORNER BEAM
CONNECTOR
SINGLE PERIMETER
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154 ETHAN ALLEN DR.
DAHLONEGA, GA 30533
(800) 303-5248
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DATE
07/02/24
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AL UM/NUM TYPE -
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
5 2" GUTTER
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DAHLONEGA, GA 30533
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07/02/24
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SCALE: 1 /2" = 1'-0" T
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LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
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DATE
07/02/24
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SHEET'Nni; PAZTMENT
A 106
AL UM/NUM TYPE.,
S T R
WWR G TM
LOUVERS 6063-T5
154 ETHAN
ALLEN DR.
ALL OTHER COMPONENTS 6063-T6
DAHLONEGA, GA 30533
(800) 303-5248
SINGLE PERIMETER 220" SINGLE PERIMETER
BEAM 2" x 8" x 8" LOUVER BEAM 2" x 8" x 8"
i
5 z" GUTTER FAN BEAM 8" " x 8" 5 z" GUTTER
COLUMN 6" x 6" x 1/8" COLUMN 6" x 6" x 1/8"
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LOUVERS 6063-T5
154 ETHAN
ALLEN DR.
ALL OTHER COMPONENTS 6063-T6
DAHLONEGA, GA 30533
(800) 303-5248
SINGLE PERIMETER 116" SINGLE PERIMETER
BEAM 2" x 8" x $" LOUVERS BEAM 2" x 8" x $"
5 2" GUTTER
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154 ALLEN DR.
ALL OTHER COMPONENTS 6063-T6
DAHLONEGNEGA, GA 30533
(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.
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DETAILS
#10 SS TEK
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DATE
07/02/24
SCREW @ 6" O.0
LOUVER
DRAWN BY
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SCALE 2024
VIU
SHEET
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DEPARTMENT
SIDE VIEW
ISOMETRIC OUT -SIDE VIEW
ISOMETRIC IN-SID
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ALUM/NUM TYPE.
S T R U �t UR E-
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
154 ETHAN ALLEN DR.
DAH�9043 1�6,tW533
#14 TEK SCREW (2-PLACES) CORNER BEAM CONNECTION
BEAM
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GUTTER CORNER
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07/02/24
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LOUVERS 6063—T5
ALL OTHER COMPONENTS 6063—T6
154 ETHAN ALLEN DR.
DAH�9043 1�6,tW533
CORNER BEAM CONNECTION
- EXTRUDED WITH CAPS
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BEAM CORNER BEAM
°
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DESCRIPTION
DETAILS
SIDE VIEW
DATE
N g Z
07/02/24
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SCAq.TJa.10 2024
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SHEET -DEPARTMENT S
A 302
A L UM/NUM TYPE.
S T ftU'lk U ftE-
LOUVERS 6063—T5
ALL OTHER COMPONENTS 6063—T6
154 3 NEGGGA A DR.
DAHLONEGA, 30533
(800)303-5248
PERIMETER BEAM 2"x8"
PERIMETER BEAM 2"x8"
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CHANNEL
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POST
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DATE
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07/02/24
SINGLE BEAM TO 6X6 POST CONNECTION
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SHEET DEPARTMENT
A 303
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S T R WR E -
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
154 ETHAN ALLEN DR.
DAH�9043 1�6,tW533
6"X6"X0.125"
6"X6"X0.125"
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ALUM. POST
FUNCTIONAL POST
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SIDE VIEW
DETAILS
DATE
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07/02/24
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4113
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6X6 POST MOUNTING TO DECK BOARDSs
A 304
AL UMINUM T YPE.
S T R U X uR E"
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
154 ALLEN DR.
DAHLONEGNEGA, GA 30533
(800) 303-5248
6" x 6" POST
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DETAILS
DATE
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07/02/24
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2024
41135
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SHEET DEPARTMENT
Twii`
A 305
ALUM/NUM TYPE.
S T R U �t UR E-
LOUVERS 6063-T5
ALL OTHER COMPONENTS 6063-T6
154 ETHAN ALLEN DR.
DAH�9043 1�6,tW533
BEAM
BEAM
U CHANNEL
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=
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BEAM INSERT
DESCRIPTION
DETAILS
DATE
N g Z
�ti
07/02/24
FAN BEAM CONNECTION
ti�� S";
DRAWN BY
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4113 ;
SHEET •DEPARTMENT S
A 306