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REV3 APPROVED PLN ENG BLD2022-1319+PLANS PACKET+4.30.2024_9.49.27_AM+4226774KIRTLEY SUBMITTAL FOR APPROVAL C O L E Kirtley Cole Associates CCGENERAL CONTRACTOR 21892 - Housing Hope ELC Field Apts. We are transmitting the following submittal for your review and response: 107316-01 B Canopies - Shop Drawings & Calculations - Final TO: Designs Northwest Architects 26915 102nd Drive NW, Suite 201 Stanwood, WA 98292 Kim Williams PHONE: 360-913-0342 EMAIL: kim(Ddesignsnw,com CC: Ryan Boone Tim Ferguson John Safstrom SUB/SUPPLIER: Seth Ingram Architectural Shade Products 425 Wilbanks Drive Ball Ground, GA 30107 Page 1 4/19/2024 107316-01 B BLD2022-1319 Specification # Paragraph Item Description 107316 1.3A Canopies - Shop Drawings & Calculations - Final Please review and respond to: Brian Nupen, by: 5/3/2024 Sincerely, Brian D. Nupen Sr. Project Engineer Office: 425-609-0422 Cell: 425-231-0569 CKIRTLEY � COLE uww ceft•ucree APPROVED BY PLANNING ENGINEERING DIVISION APPROVED AS NOTED `y/I� 6/04/2024 REFER TO PREVIOUSLY APPROVED SITE PLAN A1.10 FOR AWNING LOCATION ALONG SOUTH ELEVATION OF BUILDING "A". REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED. ❑ REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY ❑X NOT REVIEWED ❑ NO EXCEPTIONS TAKEN ❑x NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVISE & RESUBMIT ❑ nn BY��IV1� DATE 04/22/2024 SWENSON SAY FAGET O STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212 www.ssfengineem.com CONTRACTORS SUBMITTAL REVIEW ❑ No exceptions taken ❑Reviewed ❑ Rejected Note Markings in Green ❑ Resubmit ❑Confirm Markings Contractor has reviewed and certified this submittal for compliance with the requirements of the Work and Contract Documents, including product verification, related Work and information coordination. Contractor shall field verify related dimensions prior to fabrication. General Contractor's review is for general conformance with the Architect's design concept and contract documents. Markings or comments shall not be construed as relieving the Subcontractor or Supplier from compliance with the project plans and specifications, nor departure therefrom. The Subcontractor or Supplier remains responsible for the details and accuracy, for confirming and correlating all quantities and dimensions, for selecting fabrication processes for techniques of assembly, and for performing this work in a safe manner. Date: By: Brian D. Nupen 4/19/2024 KIRTLEY-COLE ASSOCIATES LLC ALL WORK SUBJECT REVISED PLAN APPROVED TO FIELD CITY OF EDMONDS BUILDING DIVISION INSPECTION FOR CODE COMPLIANCE BUILDING OFFICIAL Jun 05 2024 APPROVED PLANS MUST BE APPROVED DATE ON JOB SITE REVISION 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 - ROUNDTABLE"' ENGINEERING SOLUTIONS Edmonds Lutheran Church Field Apartments Canopy Design Edmonds, WA Rev # Rev Description Rev By Rev Date 1 F F 2 F 3 4 Notes 1 z 3 4 REV EWED AND DES GN INSENT NLY. DIM NSIONSAN QUANTITIES ARE NOT GUARANTEED. REV EWED FOR LOADS IMP STIR SED ON BASIC JCTURE ONLY ❑X NOT REVIEWED ❑ NO EXCEPTIONS TAKEN ❑R NOTE MARKINGS ❑ CON MENTS ATTACHED ❑ REV SE & RESUBMIT1 ❑ BY 8'Y "�7, ,.r Y I' `SAG J DAT 04/22/2024 SWENSON SAY FAGET O STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212 www.ssfengineem.com Brian Digitally signed by Brian Lewis Date: 2024.04.18 Lewis 09:57:33-06'00' 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT client: Architectural Shade Products Hanger -Supported Canopy Designed By: YV\ 'roject Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/2: Canopy Basic Geometry I L P : = 26•ft+ 11.875•ir� Length of canopy Lb := 100 Length of building behind canopy Db : - 100 Depth of building behind canopy h : - 30. ft + 0• i Height of building Ltrib:- 12ft+ 0.9375in Max tributary width of hanger Ls:- 12. ft + 4.875. i r1l Distance between hanger supports Bp : - 4ft + Oi Width of canopy hc:= 10-ft+4.in Height to canopy Hhang:= 2ft + 10in Height from hanger top pin to bottom pin Hclev:= 3i Height of clevis Bclev:= 3i Width of clevis tclev:= •5i Thickness of clevis Distance from edge of canopy to bottom hanger pin eciev:= 6. ij Eccentricity of clevis hole or eyebolt hole from wall at to connection He := bin Couple distance from edge of support to tension connector at wall top connection Bb := 2ft + 8. in Spacing of bottom screws DR := 1.66i Diameter of rod tR:= 0.1046in Thickness of rod *Decking PerpendicWar 0 Decking Parallel 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 Canopy Design Snow Loads SLg:= 20•psf Is := 1 SLs : = 0.7• Ce• Ct• Cs. Is. SLg SLf := 0.7• Ce• Ct• Cs• Is• SLg SLf = 16.80• psf SLros 15-psf if SLg _< 20• psf (0• psf) otherwise R Consider Ihffbng.' hw:= h — he = 19.67 ft he:= 0• Db = 100.00 ft SLr:= I SLf if Drift = 1 (SLf + SLros otherwise Ground snow load from maps or from Code Official in areas that are not mapped Exposure factor Thermal factor Roof slope factor Snow load importance factor Sloped roof snow load Flat roof snow load SLros = 5.00• psf Rain on snow surcharge Is drifting at a wall, etc possible (Drift) Height of wall at drift location to be considered Difference in elevation between ridge and eave for gable or hip roof, if applicable Width of building behind canopy = 16.80• psf Flat roof snow load including .13 SLg + 14• pcf 11 `Ysnow min ft 30• pcf JJ `Ysnow = 16.60• pcf SLs hb' 7snow hb = 1.01 ft Density of snow based on ground snow load Depth of snow for balanced conditions 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 Canopy Design Snow Loads Iu_lee:= max(Db, 20ft) = 100.00ft 1 1 1 3 4 h _ = 0.43• lu fteel SS9 + 101 - 1. •ft d lee J P J J hd lee = 3.17ft lu-wind max( Bp, 20ft) = 20.00ft 1 1 1 lu wind 13 SL9 14 hd_wind:= 0.43• -ft • psf + 10J - 1. J•ft hd wind = 1.23ft hd lee1 hd lee if ASCUSTANDARD = 1 min(0.6- Bp, hd_lee) otherwise Roof depth Leeward snow drift Width of canopy Windward snow drift hd := max(hd_lee1, hd_wind) if max(hd_lee1, hd_wind) < hw - hb ((hw - hb)) otherwise hd = 2.40ft wd := min(4• hd, Bp) if max(hd_lee1, hd_wind) < hw - hb 4hd2 1 min 8.(hw- hb), B� otherwise hw - hb I wd = 4.00 ft SLd (hd'7snow) if Drift = 1 (Opsf) otherwise SLd = 39.84• psf 0 ASCE Snow (7-10, 7-16) Drift height as a function of the length of the roof above or the roof in the direction of wind Drift width as a function of the length of the roof above or the roof in the direction of wind Snow load at max height of drift as a function of the length of the roof above or the roof in the direction of wind 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 3lient: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1-1 ASCE Wind (7-10, 7-16) Canopy Design Wind Loads Hmax he = 10.33 ft Vwind := 100• mph ELEV:- 64•f A •B C D 7a' Vwind2 qw ft 2.32.2 sect )) qw - 25.58• psf Height of the canopy Wind speed Site Elevation above sea level Wind importance factor Wind exposure Wind stagnation pressure z9:- 1200 if WindExp = "A" ot:= 7 if WindExp = "A" Gf:= 0.85 if WindExp = 1 1200 if WindExp = "B" 7 if WindExp = "B" 0.85 if WindExp = 2 900 if WindExp = "C" 9.5 if WindExp = "C" 0.85 if WindExp = 3 700 otherwise 11.5 otherwise 0.85 otherwise 2 max((x 15•ft ))1° KzASCE7(x):= 2.01 zg•ft J KdASCE7 0.95 KztASCE7 1 KeASCE7 16 = 1.00 Height above grade factor perASCE 7 Directionality factor perASCE 7 Topography factor perASCE 7 Elevation factor perASCE 7 gzASCE7(x) �qw' KzASCE7(x)' KztASCE7' KdASCE7' KeASCE7_16) if ASCUSTANDARD = 2 �K x K K otherwise Wind pressure as a function of qw' zASCE7( )' ztASCE7' dASCE7) height above grade 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 Canopy Design Wind Loads GCpdnet:- .85 if Aw <- 10•ft2 Aw 1 - 10 2 85 ft 90 2 if (Aw > 10•ft2).(Aw< 100•ft2) ) .65 otherwise Downward net wind pressure coefficient perASC GCpdnet = 0.65 7-16, Figure 30.11-1 B pwup:- pzASCE7(Hmax)' GCpunet - -6.28• psf Net uplift pressure on canopy pwdn:- pzASCE7(Hmax)' GCpdnet - 9.08• psf Net downward pressure on canopy U ASCE Wind (7-10, 7-16) ► I ASCE Seismic (7-10) H ASCE Seismic (7-16) REVISION Pape 9 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 3lient: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 Canopy Design Seismic Loads SMS:= Fa7 16' SS Maximum considered earthquake response for short — periods with mapped coefficients per IBC, if applicable SM1 := Fv7 16' S1 Maximum considered earthquake response for 1 second — period with mapped coefficients per IBC, if applicable SDS:= 2' SMS SDS = 1.0224 Design spectral response for short periods with mapped 3 coefficients per IBC, if applicable SDI := SM1 SDI = 0.448 Design spectral response for 1 second period with 3' mapped coefficients per IBC, if applicable SDI Ts := • sec Period at which discontinuity exists in the design SIDS response spectrum per IBC, if applicable Ts = 0.44• sec SDI Period at which discontinuity exists in the design To • 0 2 SIDS sec response spectrum per IBC (on left side of flat portion of curve), if applicable To = 0.09• sec Tstr -1-sec TIL = 6.00• sec SDS• le Ces nom = 0.34 Impulsive earthquake response per IBC RIBC Ces max SDI -sec -le) min Ces nom if Tstr < TIL = 0.34 Tstr' RIBC SDI • sec. le. TIL ) min Ces_nom 2 otherwise Tstr 'RIBC ) 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 3lient: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 Canopy Design Deck Pan 6" X 1.75" Flush Deck Pan bdp_perp:= (6. in) if Deck_Pan_Perp = 1 (6• in) if Deck_Pan_Perp = 2 (6• in) if Deck_Pan_Perp = 3 (6• in) if Deck_Pan_Perp = 4 (8• in) if Deck_Pan_Perp = 5 (6• in) if Deck_Pan_Perp = 6 (6• in) if Deck_Pan_Perp = 7 (0• in) otherwise bdp_perp = 6.00• in bdp_trib_perp (6• in) if Deck_Pan_Perp = 1 (6• in) if Deck_Pan_Perp = 2 (6• in) if Deck_Pan_Perp = 3 (6• in) if Deck_Pan_Perp = 4 (8• in) if Deck_Pan_Perp = 5 (12- in) if Deck_Pan_Perp = 6 (6• in) if Deck_Pan_Perp = 7 (0• in) otherwise bdp_trib_perp = 6.00* in Sdp_perp := 0.39• in if Deck_Pan_Perp = 1 0.87• in if Deck_Pan_Perp = 2 0.35• in3 if Deck_Pan_Perp = 3 0.252- in3 if Deck_Pan_Perp = 4 0.26. in if Deck_Pan_Perp = 5 0.48- in3 if Deck_Pan_Perp = 6 0.650- in if Deck_Pan_Perp = 7 (0• in 3) otherwise SdP_peCp = 0.25• in Deck pan used Width of single deck pan Tributary width of single deck pan Elastic section modulus of deck pan 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 Canopy Design LRFD Vertical Load Combos For Deck Plank wt_perp 1.6LLr' bdp_trib_perp + 1.2DLrmax' bdp_trib_perp + 0.5• gwdn' bdp_trib_perp) wt_perp = 21.27' Ift Dead weight plus live load Ibs Peak snow drift load for triangular wsd_perp_1.6 1.6• SLd' bdp_trib_perp = 31.87' ft distribution (factored) ws_perp 1.6SLr' bdp_trib_perp + 1.2DLrmax' bdp_trib_perp + 0.5• gwdn' bdp_trib_perp) Ibs ws_perp = 18.71 • ft Dead weight plus uniform snow load (snow drift added when calcing beam) wwu_perp I gwupl I. bdp_trib_perp - .9• DLrmin' bdp_trib_perp = 1.79• Ift wwu_peCp = 1.79• Ibs Wind uplift minus dead load ft Ibs Peak snow drift load for triangular wsd_perp_0.5 0.5• SLd' bdp_trib_perp = 9•96' ft distribution (factored) wwd_perp_LL gwdn' bdp_trib_perp + 1.2• DLrmax' bdp_trib_perp + 0.5• LLr' bdp_trib_perp Ibs wwd_perp_LL - 12.54• ft Wind downforce plus dead plus live wwd_perp_SL gwdn' bdp_trib_perp + 1.2• DLrmax' bdp_trib_perp + 0.5• SLr' bdp_trib_perp Ibs Wind downforce plus dead plus wwd_perp_SL = 11.74• ft uniform snow Ibs Peak snow drift load for triangular wsd_perp_0.2 0.2 SLd' bdp_trib_perp = 3 98' f1 distribution (factored) we_perp (av)' DLrmax' bdp_trib_perp + (1.2)• DLrmax' bdp_trib_perp + 0.2• SLr' bdp_trib_perp Ibs we_perp = 5.45• ft Seismic downforce plus dead plus live or uniform snow 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ;lient: Architectural Shade Products Hanger -Supported Canopy Designed By: YV� 3roject Location: Edmonds, WA Rev Number: 0 Checked By: Bl Date: 4/3/2' Canopy Deck Plank Loads W rect' Bp 2 Mpd_max1(Wrect) 8 Mpd_max2(x, Wtri> Wrect) 1 wd' Wtri'(x — Bp + wd) w x 2 2 •Iwd2 — (x — Bp + wd)2] + r 2 t •(Bp — x) if (Bp — 3• wd 21 (1 'wd' Wtri' 3 J wd•x W rect' x •(Bp—x) if (Bp—x)>wdnwd—<<Bpnx—<Bp la P 1 2' wd' (W tri)' x " W rect' x 2 • (Bp2 — x2') + 2 Bp — x) if x <— Bp 3• Bp 0-kip-in otherwise Mmax_t Mpd_max1(Wt_perp) = 0.51• kip. in MARRAYs := I for i E 1.. 100 Bp 1 mi <— Mpd_max2 100 sd_perp_1.6, Ws_perp J I Mmax_s max(MARRAYs) = 0.84• kip. in Mmax_uw Mpd_max1(Wwu_perp) = 0.04• kip. in Moment from dead load plus live load Moment from dead load plus snow load Moment from dead load plus wind uplift load Mmax_wd_LL Mpd_max1(Wwd_perp_LL) = 0.30• kip. in Moment from dead load plus downward wind plus live load MARRAYwd_SL for i E 1.. 100 Bp 1 m; Mpd_max2 100 '' Wsd_perp_0.5> Wwd_perp_SL J m Mmax_wd_SL max(MARRAYwd_SL) — 0.40• kip. in Moment from dead load plus downward wind plus snow load 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 Canopy Deck Pan Mdp_perp:= max(Mmax_t, Mmax_s> Mmax_uw, Mdp_perp = 0.84. kip. in `PMdp_perp := min 'Pb* Zdp_perp' Fcy_deck_perp>'Pb• `PMdp_perp = 7.37• kip. in Mdp_perp _ 11.35• °/ YMdp_perp 0 Aluminum Decking Perpendicular to Building Mmax_wd_LL, Mmax_wd_SL, Mmax_e) Maximum moment in deck plank 1.5Fty_deck_perp' Sdp_perp ,'Pb' 1.5Fty_deck_perp' Sdp Bending strength of deck pan Check flexure in deck pan 1 I Aluminum Decking Parallel to Building Aluminum Gutter Hanger Supported (Decking Parallel) 1 Aluminum Support Tube 1 Hanger Rod (tube mount) (parallelr decking) ► Hanger Rod (tube mount) (perendicular decking) H Hanger Rod (gutter mount) REVISION Page 24 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT client: Architectural Shade Products Hanger -Supported Canopy Designed By: YV\ 'roject Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/2: Canopy Gutter Beam Check Rtd1 - 1417.171bf Rtu1 = 86.591bf Rtd1 Ibs W maxg_eg L = 117.33.ft trib Rtu1 Ibs W maxu_eg - 7.17• — Ltrib ft 2 W maxg_eg' Ls Mtd : = 8 = 2257.43• ft• Ibs W maxu_eg' Ls 2 Mtu:= 8 = 137.93•ft•Ibs Mt:= max(mtd, Mtu) Ls Rgbd Wmaxg_eg' 2 = 727.841bf Ls Rgbu:= Wmaxu_eg'2 = 44.471bf Sxg_End = 1.71 • in Downward end reaction Upward end reaction Maximum downward load on end gutter Maximum downward load on end gutter Moment on gutter downward load Moment on gutter upward load Max moment on gutter Max downward reaction on ends of gutter from downward load Max downward reaction on ends of gutter from upward load Section modulus of gutter M ntx Yty' Sxg_End' Fcy_g_end = 3198.75• ft. Ibs Moment capacity of gutter Mt = 70.57 • °/ Moment capacity check - Must be Mntx under 100% 0 Aluminum Gutter End Beam 1-1 Fastener Loads (Vertical Couple) 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 3lient: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 Canopy Design Tensile Forces Nt:= TB —top : _ Number of connectors in tension in top connection TR_tube' cos(9C) if Nt = 1 A Deckperp_par = 1 Nt TR_gut_par' cos (6C) if Nt = 1 A Deckperp_par = 2 Nt T _ •sin(6 )•e _ tube -cos( R tube C clev T R tube C) 1 + if BeC >_ 4• in A Nt > 1 A Deckperp_par = 1 Nt* He Nb_top TR_tube'sin (6C)•eclev TR_tube'Cos (BC)1 + if BeC >_ 4• in A Nt > 1 A Deckperp_par = 2 Nt* He Nb_top i (0• Ibf) if BeC < 4• in A Nt > 1 A Deckperp_par = 2 TR_gut'sin (0C)•eclev TR_gut•cOs(9C)1 + otherwise Nt' He Nb_top i TB— top = 1198.35lbf 0 Fastener Loads (Vertical Couple) ► Eye Bolt Top Lag Screw Connectors Total tension in bolt in top connection 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 3lient: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 Canopy Design Lag Screw Capacity 1 K := 1 + .25 eload K = 1.25 Factor used to determine R.d 6 90.deg6 Rdlm 4- Ke = 5.00 R.d for Yield Mode Im,Is Rdll 3.6 Ke = 4.50 R.d for Yield Mode II Rdlll 3.2* K0 = 4.00 R.d for Yield Mode III, IV Fyb:= 36. ks Yield strength of screw K D *I •F `pz F' lag m em Zlm:= - 2104.05. Ibs Strength of yield mode Inn Rdlm k1 := Re + 2• Reg 1 + Rt + Rt2� + Rt2 Rea - Re'(1 + Rt) = 0.32 2. Fyb•(1 + 2• Re)• Dlag2 k2 : _ -1 + 2• (1 + Re) + 2 = 0.57 3- Fem' Im F2.1 + Re) 2•Fyb•(2+ Re)•DIag2 k3:= -1 + + = 5.00 Re 3 Fem Is2 K D 'I ,F `pz F' lag s es Zls := = 3237.00• Ibs Strength of yield mode Is Rdlm `pz' KF' k1' Dlag' Is. Fes Z11:= - 1151.95• Ibs Strength of yield mode II Rd I I K k •D •I • `pz' F' 2 lag mF em Zlllm = (1 + 2- Re)' Rdlll 1233.09• Ibs Strength of yield mode Illm `pz' KF' k3' Dlag' Is. Fem Zllls = 1040.08• Ibs Strength of yield mode Ills ( 2 + Re)-Rdlll 2 ZIV 'pz' KF Dlag 2' Fem' Fyb _ 1131.47• Ibs Strength of yield mode IV Rdlll 1 3.(1 + Re) Zvlag min (Zlm, Zls, ZII, Zlllm, Zllls, ZIV) = 1040.08• Ibs Lag shear strength 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 3lient: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 Canopy Design Lag Screw Capacity 1 K := 1 + .25 eload K = 1.25 Factor used to determine R.d 6 90•deg6 Rdlm 4• Ke = 5.00 R.d for Yield Mode Im,Is Rdll 3.6 Ke = 4.50 R.d for Yield Mode II Rdlll 3.2• K0 = 4.00 R.d for Yield Mode III, IV Fyb:= 36• ks Yield strength of screw K D •I •F `pz F' lag m em Zlm:= - 2104.05• Ibs Strength of yield mode Inn Rdlm k1 := Re + 2• Reg 1 + Rt + Rt2� + Rt2 Rea - Re•(1 + Rt) = 1.98 2• Fyb•(1 + 2• Re)• Dlag2 Ilk -1+ 2•(1+Re)+ 2 =1.19 3• Fem' Im F2.1 + Re) 2•Fyb•(2+ Re)•DIag2 k3:= -1 + + = 1.89 Re 3 Fem Is2 K D •I •F `pz F' lag s es Zls := = 728.33. Ibs Strength of yield mode Is Rdlm `pz' KF' k1' Dlag' Is. Fes Z11:= - 1601.86• Ibs Strength of yield mode II Rd I I K k •D •I • `pz' F' 2 lag mF em Zlllm = (1 + 2• Re)• Rdlll 992.16• Ibs Strength of yield mode Illm `pz' KF' k3' Dlag' Is. Fem Zllls �_ = 604.10• Ibs Strength of yield mode Ills ( 2 + Re)-Rdlll 2 ZIV 'pz. KF Dlag 2• Fem' Fyb _ 825.28• Ibs Strength of yield mode IV Rdlll 1 3•(1 + Re) Zvlag min (Zlm, Zls, ZII, Zlllm, Zllls, ZIV) = 604.10•Ibs Lag shear strength 1 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Client: Architectural Shade Products Hanger -Supported Canopy Designed By: YW Project Location: Edmonds, WA Rev Number: 0 Checked By: BL Date: 4/3/23 Canopy Design Lag Screw Connection Check uB bot = 70.55• °/ Check shear in bot - must be under 100% Zvlag 0 Bottom Lag Screw Connectors 1 Top Through Bolt 1 Bottom Through Bolt 1 Thread Cutting Bolt ► Conflex Masonry or Concrete Anchors ► Titen Concrete Anchors ► Titen Masonry Anchors 1 ITW Redheads Concrete Threaded Concrete Anchors ► Epoxy Screen Anchor ► Hilti 270 Masonry Bolts REVISION Page 41 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED. ❑ REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY NOT REVIEWED ❑ NO EXCEPTIONS TAKEN ❑X NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVISE�j& ❑ yR�ESUBMII}Tn BY ryplry>Dµu�� 1 u 1 fiLA� Q p DATE 04/22/2024 SWENSON SAY FAGET STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212 www.ssfengineers.com 5214 Edmonds Lutheran Church Field ARCHITECTURAL SHADE PRODUCTS 425 WILBANKS OR BALL GROUND, GA 301 07 PH ) 770-21 3-21 31 FAX) 770-21 3-21 22 ARCH ITECTURAILS HADE.COM Edmonds Lutheran Church Field Apartments 8215 236th Street SW Edmonds, WA 98026 Date originally drawn: 11/29/23 Revision #01, drawn: 3129124 Revision #02, drawn: 4115124 Please read carefully and select the option appropriate for your job. A. Building has no unusual features which could cause problems with installation of canopies. I approve canopy fabrication using dimensions shown on attached shop drawing. Signed B. Building has features which will require precise measurements after building exterior is finished. ASP will provide a detailed Field Measure package prior to construction completion. After FM package is completed. ASP will provide Build To drawings based on these measurements. I understand no fabrication will begin tmtil Build To drawings are approved. SignREVISION 4/30/2024 CITY OF EDMONDS DEVELOPMENT rtments - REV02.dwg ^SERVICES Brian Digitally signed by Brian Lewis Lewis Date:2024.04.18 09:52:20-06'00' This document, being an instrument of service, is the property of Architectural Shade Products (ASP). The information shown herein is considered a confidential disclosure. Whether the project for which they are drawn for is execued or not, they are not to be used in part or full on any other project without written authorization from Architectural Shade Products. n 1'-5" / 12'-4 7/8" L� REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ❑� ARE NOT GUARANTEED. REVIEWED FOR LOADS IMPOSED ON BASICasi:) STRUCTURE ONLY ❑X �OT REVIEWED ARCHITECTURAL SHADE PRODUCTS 425 WILBANKS DR NO EXCEPTIONS TAKEN ❑X BALL GROUND, GA 301 07 PH ) 770-21 3-21 31 FAX) 770-21 3-21 22 NOTE MARKINGS ❑ ARCH ITECTU RAILS HADE. CO COMMENTS ATTACHED ❑ REVISE & RESUBMIT ❑ JOB NO: 5214 BY JSIA w� 1M o �wleo JOB NAME: Edmonds Lutheran Church DATE 04/22/2024 TITLE: Elevation & Plan SWENSON SAY FAGET ® STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 DWG BY: JR DATE:11 /29/23 206.443.6212 www.ssfengineem.com CHK BY:SI DATE:11/29/23 IOTT REVISIONS pF WASy�C� REV# I DATE IDET BY CHK BY 01 3/29/24 1 JR I SI 1 / ' Plan View 1.0 NOTES: All Dimensions to be Field 1 11_511 Verified. der 11'-911 Coat. Color to be Gre Classic 314 A ow er oa a Ines es 3'— A.F.F. to Meet AAMA 2604 1 ° Requirements. 1.1 Decking to be Finished on Both Sides. co 1k HQVL L " \— DOWNSPOUT OUTLET 1� �1 DOWNSPOUT OUTLET ----/ " TO EXTEND 11-1/2" 2 Elevation View TO EXTEND 11-1/2" BEYOND EDGE OF 1.0 REVISION BEYOND EDGE OF TYPE F WINDOW 4/30/2024 TYPE F WINDOW CITY OF EDMONDS DEVELOPMENT SERVICES SCALE: SHEET 3/8" = 1'-0" 1 .0 1 Section View 1.1 REVISION 4/30/2024 CITY OF EDMONDS DEVELOPMENT SERVICES ('M I co U 1 KEY NOTES Y THICK CUSTOM ELONGATED ALUMINUM CLEVIS PLATE, WELDED 1 TO 9"W'x1/2" WALL PLATE WITH Y4' FILLET WELDS AT ALL CONTACT POINTS 2 1/2" HDG WOOD LAG W/ 3" MIN EMBED 3 12" X 10" X 1/4" CUSTOM ESCUTCHEON PLATE 4 5/8" GALVANIZED STEEL PIN 1.66 O.D., 12GA GALVANIZED STEEL TUBE W/ THREADED CAP FULLY 5 WELDED @ EA END, MIN 3/4" THREAD ENGAGEMENT 1" O.D. DIA. ALUMINUM COMPRESSION SLEEVE, SET IN BED OF 6 NON -ACIDIC SEALANT. PROVIDED BY ASP, FIELD CUT BY INSTALLER 4"X6" EXTRUDED ALUMINUM GUTTER @ FRONT, BACK AND SIDES. 7 WELDED @ CORNERS TO FORM LOOP. 8 1/2" HDG WOOD LAG 32" O.C. MAX, W/ 3" MIN EMBED 1" SQ. TUBE GUTTER SUPPORTS, WELDED TO INSIDE LIP OF 9 GUTTER @ 48" O.C. MAX SPACING 10 FLAT SOFFIT, EXTRUDED ALUMINUM DECKING. 6" WIDE, .078" THICK W/ 1 3/4" TALL INTERLOCKING RIBS (2) ELCO 12-14 x 1" DRILL -FLEX SCREWS W/ NEOPRENE WASHERS 11 (OR EQUIVALENT), ONE EACH SIDE OF ADJUSTABLE CLEVIS ASSEMBLY 12 NOT USED 13 2" x 6" x 1/8" EXTRUDED ALUMINUM RECT TUBE 14 ADJUSTABLE CLEVIS ASSEMBLY SEE 1/1.2 REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED. ❑ REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY NOT REVIEWED ❑ NO EXCEPTIONS TAKEN ❑x NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVIS,E�j& RESUBMIT ❑ q BY ry�A�uu�� 1 u 1 til3�tp DATE 04/22/2024 SWENSON SAY FAGET 0 STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212 www.ssfengineers.com cis ARCHITECTURAL SHADE PRODUCTS 425 WILBANKS DR BALL GROUND, GA 301 07 PH ) 770-21 3-21 31 FAX) 770-21 3-21 22 ARCH ITECTU RAILS HADE. CO JOB NO: 5214 JOB NAME: Edmonds Lutheran Church TITLE: Section View DWG BY:JR I DATE:11/29/23 1 [a]aILI"-Y�IBY-All I:Mug-lm REVISIONS REV# DATE DET BY CHK BY 01 3/29/24 JR SI 02 4/15/24 SI SI NOTES: All Dimensions to be Field Verified. der Coat. Color to be Grey Classic 314 oW er oa a Ines es to Meet AAMA 2604 Requirements. Decking to be Finished on Both Sides. SCALE: SHEET 1-1 /2" = 1'-0" 1.1 1 Escutcheon Plate 1.2 4 Adjustable Clevis Assembly 1.2 911 2 REVIEWED AND NOTED FC DESIGN INTENT ONLY. DIMENSIONS AND QUANTI' ARE NOT GUARANTEED. REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY NOT REVIEWED NO EXCEPTIONS TAKEN NOTE MARKINGS COMMENTS ATTACHED REVISE & RESUBMIT p BY DATE 04/22/2024 SWENSON SAY FAGS STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 934 Broadway, Suite 100, Tacoma, WA 98 414 N Pearl Street, Suite 8, Ellensburg, Wi 206.443.6212 www.ssfi 2 Wall Plate w/ Elongated Clevis 1.2 REVISION \/30/924 Seam Cover CITY DM S DEVELOPMENT SERVICES 3 Wall Plate w/ Elongated Clevis 1.2 KEY NOTES Y THICK CUSTOM ELONGATED ALUMINUM CLEVIS PLATE, WELDED 1 TO 9"x9"x1/2" WALL PLATE WITH )/" FILLET WELDS AT ALL CONTACT POINTS 3 12" X 10" X 1/4" CUSTOM ESCUTCHEON PLATE (2) ELCO 12-14 x 1" DRILL -FLEX SCREWS W/ NEOPRENE WASHERS 11 (OR EQUIVALENT), ONE EACH SIDE OF ADJUSTABLE CLEVIS ASSEMBLY 15 1/4" X 6" VERTICAL PLATE 16 1/2" CLEVIS PLATE WELDED TO VERTICAL AND CROSS PLATE AT ALL CONTACT POINTS 17 1/4" X 6" CROSS PLATE WELDED TO VERTICAL PLATE 18 ELCO 10-16 x 3/4" DRILL -FLEX SCREWS W/ NEOPRENE WASHERS 24" O.C. 19 BREAK METAL SEAM COVER 20 3/8" S.S. BOLTS W/ WASHERS @ 30" O.C. MAX 21 4"SQ"x1/4" THICK ALUMINUM BAR @ EACH BOLT asko ARCHITECTURAL SHADE PRODUCTS 425 WILBANKS DR BALL GROUND, GA 301 07 PH ) 770-21 3-21 31 FAX) 770-213-2122 ARCHITECTURALSHADE.COM I JOB NO: 5214 1 JOB NAME: Edmonds Lutheran Church TITLE: Elevation & Plan DWG BY:JR DATE:11/29/23 CHK BY:SI DATE:11/29/23 REVISIONS REV# DATE DET BY CHK BY 01 3/29/24 1 JR I SI OTES: All Dimensions to be Field Verified. der Coat. Color to be Grey Classic 314 A ow er oa a Ines es to Meet AAMA 2604 Requirements. Decking to be Finished on Both Sides. SCALE: SHEET 311 = 1'-0" 1.2 4" x 6" Fascia Weigh t: Ibs/ft Sx: Sy: Rx: R y: Gutter 1.795 1.706 1.669 2.050 1.635 211x6"x.125" Rec Tube Weight: Sx: Sy: Rx: Ry: Alloy: Temper: 2.325 Ib/ft 2.758 1.432 2.066 .859 6063 T6 Sectional Properties REVISION 4/30/2024 REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED. ❑ REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY ❑X NOT REVIEWED ❑ NO EXCEPTIONS TAKEN ❑X NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVISE & RESUBMIT ❑ BY 'l wmv) ) p \ 01-k ,0 DATE 04/22/2024 SWENSON SAY FAGET STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212 www.ssfengineers.corn 2"x2"x.188" Square Tube Weight: 1.635 Ibs/ft Sx: .7537 Sy: .7537 Rx: .7437 Ry: .7437 Alloy: 6061 Temper: T6 clso ARCHITECTURAL SHADE PRODUCTS 425 WILBANKS DR BALL GROUND, GA 301 07 PH ) 770-21 3-21 31 FAX) 770-213-2122 ARCHITECTURALSHADE.COM JOB NO: 5214 JOB NAME: Edmonds Lutheran Church TITLE: Sectional Properties DWG BY:JR DATE:11/29/23 CHK BY:SI DATE:11/29/23 REVISIONS REV# DATE DET BY CHK BY 01 3/29/24 1 JR I SI NOTES: All Dimensions to be Field Verified. Coat. Color to be Grev Classic 314 to Meet AAMA 2604 Requirements. Decking to be Finished on Both Sides. SCALE: SHEET 611 = 1'-0" S P CITY OF EDMONDS DEVELOPMENT SERVICES REP