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REVIEWED RESUB 1 - BLD2021-0797+Structural_Analysis_or_Calculations+11.18.2021_11.55.26_AM+2527412REVIEWED BY CITY OF EDMONDS APPROVED PLANS MUST BE ON JOB SITE I k— j QUANTUM CONSULTING ENGINEERS BLD2021-0797 August 27, 2021 STRUCTURAL CALCULATIONS (RTU Anchorage) MAIN STREET COMMONS — WEST BUILDING 550 Main St Edmonds, WA Quantum Job Number: 18743.01 Prepared for. DIMARCO ARCHITECTURE 1319 E. Howell St Seattle, Washington 98122 Prepared by. - QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 RESUB Nov 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L1TCHazards by Location Search Information Address: 550 Main St, Edmonds, WA 98020, USA Coordinates: 47.8102635,-122.37555950000001 Elevation: ft Ti m esta m p: 2019-10-16T21:40: 39.38 5Z Hazard Type: Seismic Reference ASCE7-10 Document: Risk Category: III Site Class: D MCER Horizontal Response Spectrum Sa(g) 1.20 1.00 0.80 0.60 0.40 0.20 0.00 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) Basic Parameters kngeles iot oSequim Marysville 0 Whidbey Everett tot Island o If v rk Redmond 2 Seattle ° 0 pGo le g Map , Report a map error Design Horizontal Response Spectrum Sa(g) 0.80 0.60 0.40 0.20 0.00 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) Name Value Description SS 1.27 MCER ground motion (period=0.2s) S1 0.498 MCER ground motion (period=1.Os) SMS 1.27 Site -modified spectral acceleration value SMt 0.748 Site -modified spectral acceleration value SDg 0.847 Numeric seismic design value at 0.2s SA SDt 0.498 Numeric seismic design value at 1.Os SA Additional Information Name Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2s F 1.502 Site amplification factor at 1.0s 0.985 Coefficient of risk (0.2s) CRS CR, 0.95 Coefficient of risk (1.0s) PGA 0.514 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.514 Site modified peak ground acceleration TL 6 Long -period transition period (s) SsRT 1.27 Probabilistic risk -targeted ground motion (0.2s) SsUH 1.289 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.503 Factored deterministic acceleration value (0.2s) S1RT 0.498 Probabilistic risk -targeted ground motion (1.0s) S1 UH 0.524 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) S1 D 0.601 Factored deterministic acceleration value (1.0s) PGAd 0.573 Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. Unit Report For RTU-1 Project: Main Street Commons Edmonds 04/12/2021 Prepared By: 08:40AM Unit Parameters Unit Model: ------------------------------------- 48HCDG08B2A5-OA2G0 Unit Size: ------------------------------------------------------------------ 08 (7.5 Tons) Volts -Phase -Hertz------------------------------------------------------- 208-3-60 HeatingType------------------------------------------------------------------ Gas Duct Cfg: Vertical Supply / Vertical Return Low Heat Two stage cooling models with MotorMaster Low Ambient Controller Lines and Filters Gas Line Size: 1/2 Condensate Drain Line Size: 3/4 Return Air Filter Type: Throwaway Return Air Filter Quantity: 4 Return Air Filter Size: 20 x 20 x 2 Unit Configuration RA Smoke Detector Medium Static Option - Belt Drive AI/Cu - AI/Cu Base Electromechanical Controls Powered Convenience Outlet Standard Packaging 2-Speed indoor fan motor controlled by VFD Warranty Information 1-Year parts 5-Year compressor parts 10-Year heat exchanger - Aluminized No optional warranties were selected. Dimensions (ft. in.) & Weight (lb.) *** Unit Length: ------------------------------------------------------------- 7' 4.125„ Unit Width: ------------------------------------------------------------------ 4' 11.5„ Unit Height: -------------------------------------------------------------- ' 1.375„ — Total Operating Weight: ----------------------------------- 1007 lb Weights and Dimensions are approximate. Weight does not include unit packaging. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48HCDG08B2A5-OA2GO Rooftop Unit 1 Base Unit RA Smoke Detector Medium Static Option - Belt Drive Powered Convenience Outlet None 2-Speed Indoor Fan (VFD) Controller Packaged Rooftop Builder 1.58 Page 3 of 49 Certified Drawing for RTU-1 Project: Main Street Commons Edmonds 04/12/2021 Prepared By: 08:40AM NOTES: 1. DIMENSIONS ARE IN INCHES, DIMENSIONS IN [ ] ARE IN MILLIMETERS. 2. & CENTER OF GRAVITY 3. 011110.� DIRECTION OF AIR FLOW FILTER ACCESS PANEL (TOOL -LESS) CONDENSER COIL INDOOR COIL ACCESS PANEL 8 [469I [412I 14 1— 1 1 [355] [279] H 4-5/8 11181 ELECTRICAL DISCONNECT A, LOCATION CONDENSER B, COIL G yOPTIONAL FACTORY 27-7/8 INSTALLED [709] CONVENIENCE C OUTLETJ. �• 6 5/8 3-114 [95I 59-1/2 - 2-5 115101 [61 TYP CUR LEFT WID Packaged Rooftop Builder 1.58 CONNECTION , 1 •1 , 1 •1 OCKOUT 1 © CONDENSATE DR AIN 11 I 111 1. 1 AN CT I1 �GASI 1 •A, • 1 1 �\��llll_IIII I .„ IIIIIIIIIIII�� // � \\ i .� 1 1 A 1 1 . 1 1 �• 1 ,• �� \\ IN BASEPAN ® ® al AMR'], 1011lilI a��o�_ oiivvaniTHE BASE 1' —Ls L , , CONTROL BOX ACCESS PANEL INDOOR BLOWER OPTION AL - FACTORY ACCESS INSTALLED DISCONNECT F HANDLE HAN DLE�� 171 •00 O O 00• L 8 8-3/8 37 [214] [9401 u RA LTER 11461 Page 4 of 49 Certified Drawing for RTU-1 Project: Main Street Commons Edmonds 04/12/2021 Prepared By: 08:40AM C.,,.W TNIS SDELIVE IS THE PROPERTY EG CARRIER CORPORATION SUBMISSION Of THESE DRAWINGS OR DOCUMENTS OTI�CP AND IS DELIVERED UPON THE E%PRESS CONDITION TN AT THE DOES NOT CONSTITUTE PART PfRFOANANCE OA CONTE NiS YI LL NOi Bf DISCLOSED OR USEG WITNOUT CARRIER WRITTEN CONSENT. ACCEPTANCE OF CONTRACT. O MNWNI �� COAPORAIIDX'A X STANDARD UNIT WEIGHT IS WITH LOW GAS HEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG. CORNER A CORNER B T 0 CORNER D CORNER C TOP a Z L FRONT ITC CLASSIFICATION SHEET DATE SUPERCEDES 48HC 07 - 09 SINGLE ZONE ELECTRICAL RC0 U.S. ECCN;NSR 2 OF 2 09/28/16 10/05/10 COOLING WITH GAS HEAT 48TM502708 �1 o 00 O 0 00 Packaged Rooftop Builder 1.58 Page 5 of 49 DUCT FLEX CONNECTIONS PROVIDED BY OTHERS 2X4 WOOD NAILER SPRING ACCESS DOORS ARE GASKETED AND SCREWED ON GASKET MATERIAL PROVIDED FOR THE TOP PERIMETER (INCLUDING BRACES) SPRING PACKS MAY REQUIRE FIELD ADJUSTMENT FULLY WELDED GALVANIZED (G-90) CONSTRUCTION SECTIONS PROVIDED(BULB SEAL) ANCHORING CURB TO ROOF FOR STEEL, CONCRETE OR WOOD, SEE DETAIL DRAWING "ROOF ANCHOR" FORM NO. SEISMIC -CURB -ATTACHMENT 36 DIMENSIONED AND TOLERENCED PER ANSI Y14.SM-1982 FROM DRAWING OVERALL HEIGHT 23-1/4" 26-1/4" 30-1/4" 36-1/4" BASE CURB HEIGHT 11 14 18 24 BASE MATERIAL GA 12 12 12 12 CURB WEIGHT (LBS) 490 519 558 616 UNIT BASE RAIL SCREW THRU UNIT BASE RAIL AND CURB PER STAMPED REPORT 2" 81 3/4" 78 1l4" BASE CURB I.D. BASE CURB + 12 1/4 1x —T—i (36" MAX WITH PITCH) 7 REVISIONS REV ECO# DESCRIPTION I DATE APPROVED 1 INITIAL DRAWING 9/17/15 EH 2 BASE CURB WAS 14 GA 12/13/17 SRP SUPPLY CURB BASE) 14GA BASE SUPPORTS AT EACH SPRING LOCATION 18GA DUCT BRACES //--14GA BOXED TOP FRAME STOP SUPPORT INSULATED COVER (NOT SHOWN) 53 7/16" — 49 15/16" BASE CURB I.D. - CURB DESIGNED TO MEET SEISMIC & WIND LOAD REQUIREMENTS FOR 2012 THIS DRAWING &THE INFORMATION CONTAINED THEREIN IS THE CONFIDENTIAL, PROPRIETARY INFORMATION OF CRYSTAL DISTRIBUTION INC., CURB WEIGHT ILES) APPROVALS """" spickar DATE LE. 490.12 AND 2015 IBC/ASCE 7-10, AND 2014 FLORIDA BUILDING CODE WITHOUTO HE APPROVALT BE USEROF CRYSTALEP DISTRIBUTION, INC. c�xEo. C7-OOXX-4005 WIND DESIGN: MAX BUILDING HEIGHT 60FT, Kzt FACTOR =1.00 MAX SEISMIC ISOLATION CURB ALL RIGHTS RESERVED "e iriEq E", Wednesdav, December 13 2017 9:59:29 PI I 20121BC/ASCE7-10: MAX 185MPH ULTIMATE DESIGN WIND SPEED, RISK 3DASSEMBLY CURBSHOWN ISCDISTANDARD CONFIGURATION COI RESERVES THE RIGHT TO - v`io"s.Fin--• 77560 TYLER ST NW e vnx°xo.. CATEGORY II, III, OR IV BUILDING, EXPOSURE C NOTIFICATION. IF CHANGE LAYOUT WITHOUTDIFFERENT CURB IS NEEDED IN A DIFFERENT sne�" "6fO" ax".x".E CDT ELK RIVER, MN 55330 Ll C7-OOXX-4005 O1F 2 SEISMIC: Ss = 2.00 MAX, IMPORTANCE FACTOR 1p=1.5 CON FIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. Ia""u.ml (763)391.7790 (763)391-7851 1:22 1 8 S:\CURBS—CURB—ADAPTERS\7-XXXX-XXXX—ISO—CURBS—RAIL\SEISMIC CURBS\SEISMIC STAMP\REVISED STOCK CONFORMING CURBS\CARRIER ISO CONFORMING\4005\ Non -Structural Component Seismic Anchorage Design - RTU 1 IBC 2015, ASCE 7-10 Chapter 13 Seismic Criteria: Site Class: D SDS: 0.847 SDI: 0.498 Ip: 1.25 FPMax= 1.36 Wp Controls Fp= 0.53 Wp FPMin= 0.25 Wp z: 25.0 ft h: 25.0 ft ap: 2.5 RP: 6 ASCE 7-10 Table 13.5-1 FPMax= 1.6 SDs WP IP Fp= 0.4 ap SDI WI x (1 + 2z/h) / (RP / 1p) FPMin= 0.3 SDs WP IP Mechanical Unit: Ht to Center of Mass, Y: 58 in Overturning Distance, X: 59 in Weight, Wp: 1.50 k Anchors/Side: 2 Shear and Overturnine Loads: Seismic Force, Fp: 0.79 k Shear/Anchor: 0.20 k 0.14 k OT Moment: 46.0 k-in Tension/Side: -0.8 k Net Uplift/Anchor: -0.12 k -0.09 k U LT ASD U LT ULT (0.9-0.2Sds)DL+ 1.OEQ ASD (0.6-0.14Sds)DL + 0.7EQ Anchorage Design: 1/4" Diam. x 2 3/4" Wood Screw @ 12" o.c. in LSL (2) screws min. Vallowable: 0.26 k Tallowable: 0.46 k Unity EQ: 0.74 <1.0 ASCE 7-10 EQ 13.3-2 ASCE 7-10 EQ 13.3-1 ASCE 7-10 EQ 13.3-3 1JQuantum Consulting Engineers LLC Project: Main St Commons Date: 8/27/21 Job No: 18743.01 1511 Third Avenue, Suite 323 Designer: TVM Sheet: hok Seattle, WA 98101 Client: Main St Commons Checked: Non -Structural Component Wind Anchorage Design - RTU 1 IBC 2015, ASCE 7-10 Chapter 29 Wind Criteria: Kz: 0.7 Kzt: 1.0 Kd: 0.9 V: 115 G: 0.85 Cf: 1 qz: 21.3 P: 18.1 Mechanical Unit: Weight, Wp Ht of Unit, h Overturning Distance, b Length of Unit, L Anchors/Side ASCE TABLE 29.3-1 FOR EXPOSURE B AND z = 60' MAX. ASCE SEC 26.8 ASCE TABLE 26.6-1 MPH GUST EFFECT FACTOR ASCE FIGURE 29.5-1 PSF [ASCE EQUATION 29.31 PSF [ASCE EQUATION 29.5-11 1.50 k 58 in 59 in 88 in 2 Shear and Overturning Loads: b 4 Wind Force, Fp: 0.64 k Shear/Anchor: 0.16 k ULT 0.10 k ASD OT Moment: 37.3 k-in Tension/Side: -0.6 k ULT Net Uplift/Anchor: 0.02 k ULT 0.9DL + 1.OW 0.04 k ASD 0.6DL + 0.6W Anchorage Design: 1/4" Diam. x 2 3/4" Wood Screw @ 12" o.c. in LSL (2) screws min. Vallowable: 0.26 k Tallowable: 0.46 k Unity EQ: 0.29 <1.0 Quantum Consulting Engineers LLC Project: Main St Commons Date: 8/27/21 Job No: 18743.01 1511 Third Avenue, Suite 323 Designer: TVM Sheet: 1` Seattle, WA 98101 Client: Main St Commons Checked: Unit Report For RTU-2 Project: Main Street Commons Edmonds 04/12/2021 Prepared By: 08:40AM Unit Parameters Dimensions (ft. in.) & Weight (lb.) *** Unit Model: -------------------------------------- 48FCDA04A2A5-OA2AO Unit Length: ------------------------------------------------------------- 6' 2.375" Unit Size-----------------------------------------------------------------------04 (3 Tons) Unit Width: ------------------------------------------------------------ 3' 10.625" Volts-Phase-Hertz--------------------------------------------------------- 208-3-60 Unit Height: -------------------------------------------------------------- ' 9.375„ Heating Type------------------------------------------------------------------------------- Gas ... Total Operating Weight: -------------------------------------- 519 lb Duct Cfg: Vertical Supply / Vertical Return Low Heat "" Weights and Dimensions are approximate. Weight does Standard One Stage Cooling Models not include unit packaging. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. Lines and Filters Gas Line Size: 1/2 Condensate Drain Line Size: 3/4 Return Air Filter Type: Throwaway Return Air Filter Quantity: 2 Return Air Filter Size: 16 x 25 x 2 Unit Configuration Direct Drive - EcoBlue - Medium Static AI/Cu - AI/Cu Base Electromechanical Controls Powered Convenience Outlet Standard Packaging Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger - Aluminized(std.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48FCDA04A2A5-OA2AO Rooftop Unit 1 Base Unit Direct Drive - EcoBlue - Medium Static Powered Convenience Outlet None Accessories CRLAMBKT001A00 Low Ambient Single -Phase Solid -State Variable Speed Motor Controller 1 HC40GR242 Low Ambient Compatible Ball Bearing Condenser Fan Motor 1 CRWINSTR001A00 lWinter Start Package 1 Packaged Rooftop Builder 1.58 Page 14 of 49 Certified Drawing for RTU-2 Project: Main Street Commons Edmonds 04/12/2021 Prepared By: 08:40AM NOTES: UNIT J N 1. DIMENSIONS ARE IN INCHES, DIMENSIONS 48FC*104 33 3/8 18 5/8 IN [ ] ARE IN MILLIMETERS. E847] 14721 2, & CENTER OF GRAVITY 48FC1105 33 3/8 E8471 14 7/8 [37ll 3. DIRECTION OF AIR FLOW 48FC1106 3/8 33 E847] 41 3/8 1 [37l4 7/8 l 18 5/8 33-3/8 [848] 48FC107 [1051] [4l2] 32-1 /8 ` ECONOMIZED HOOD 4, ALL VIEW DRAWN USING 3RD ANGLE [817] (OPTIONAL) i6 CONDENSER COIL OPTIONAL — FACTORY INSTALLED CONVENIENCE OUTLET L e 3-3/4 �� 46-5/8 1951 111861 LEFT 407] 5-5/8 [652] AETUAN AIA oC 1-7/8 0 [A 77] RETURN AIR /I 44-1/8 IT 120.9] -, Y Z E ALT. CONDENSATE DRAIN OPENING 17-3/4 [4511 174812 IN BASEPAN SUPPLY 26-5/8 AIR [675 SUPPLY 14-1/2 • AIR 369 [318] SEBEATHAUHT X [29]2 AHE RT 10-1/8 21 23-3/4 3-1/4 112- 6-i14 12561 [603] [158] 4 4 FLUE [101] HOOD 1 /8 L [307] 2X 25 [635I 18-3/8 [466] zx 4-s/a TOP CONNECTION SIZES A 1 3/8" 1351 DIA FIELD POWER SUPPLY ROLE B 2" [501 DIA POWER SUPPLY KNOCKOUT C 1 3/4" 1511 DIA GAUGE ACCESS PLUG D 7/8" [221 DIA FIELD CONTROL WIRING HOLE E 3/4"-14 NIT CONDENSATE DRAIN F 1/2"-14 NPT GAS CONNECTION G 2 112 " 1641 DIA POWER SUPPLY KNOCK -OUT 1ASE CHART REQUIRED ,' USE OR B 110 ■ 1QTI�1 . PROVIDE1 11PROVIDES 8] E STD CONDENSATE 10-7/8 1 ELECTRICAL DRAIN [275] [25] DISCONNECT LOCATION -� FILTER AR ,G OPTIONAL CONTROL BOX FACTORY ACCESS PANEL 25-3/4 INSTALLED INDOOR BLOWER 17-3/8 C653] DISCONNECT ACCESS PANEL C441] RETURN SUPPLY AIR AIR / D J F HANDLE 11-7/8 21-1/4 02] OUTSIDE [494] 6-5/8 11-1/4 . [168] [287] e ®O 0 00, HANDLE 5-3/4 6-3/8 8-318 1146I [161] 7 5-3/4 30-1 /8 [214] C177] C1467 [766] 6-7/8 [682] 14-3/8 31 BAROMETRIC [1889] [786] RELIEF FRONT SUPPLY ow AIR RIRURN RIGHT Packaged Rooftop Builder 1.58 Page 15 of 49 Certified Drawing for RTU-2 Project: Main Street Commons Edmonds 04/12/2021 Prepared By: 08:40AM UNIT STD UNIT WEIGHT w CORNEA WEIGHT (Al CORNER WEIGHT (B) CORNER WEIGHT (Cl C.G. HEIGHT x ne mauua p uao..nu.ry.. w[1xou1 wrv[T1ew corvservl. LBS. NO. LBS. KG. LBS. KG. LBS. KG. x Y Z 48FCww04 482 219 113 51 116 53 128 58 A.K 37 5/8 19561 24 9/16 I6241 18 1/4 I4641 48FC�+OS 143 246 138 63 133 60 133 60 36 112 I927I 23 3/8 1594I 18 1457I 48FC+t06 556 252 142 64 136 62 136 62 36 112 I9271 23 3/8 15941 18 14571 48FCww07 607 275 162 l3 152 69 141 64 36 [91 d] 22 1/2 [572] 19 3/8 [492] w STANDARD UNIT WEIGHT IS WITH LOW GAS HEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG. BACK RI /2 WITH ECONOMIZER BACK 3181 . WITHOUT CORNER A CORNER B ECONOMIZER ECONOMIZER HOOD OPTIONAL DOOR (OPTIONAL) SWING C} O CORNER D CORNER C �— LEFT X TOP FRONT p Z LJ 74-s/a [1896] RIGHT FRONT NOTES: 1. FOR ALL MINIMUM CLEARANCES LOCAL CODES OR JURISDICTIONS MAY PREVAIL. 12 48TC003093 Packaged Rooftop Builder 1.58 Page 16 of 49 DUCT FLEX CONNECTIONS PROVIDED BY OTHERS 2X4 WOOD NAILER SPRING ACCESS DOORS ARE GASKETED AND SCREWED ON GASKET MATERIAL PROVIDED FOR THE TOP PERIMETER (INCLUDING BRACES) SPRING PACKS MAY REQUIRE FIELD ADJUSTMENT FULLY WELDED GALVANIZED (G-90) CONSTRUCTION SECTIONS PROVIDED(BULB SEAL) ANCHORING CURB TO ROOF FOR STEEL, CONCRETE OR WOOD, SEE DETAIL DRAWING "CURB ATTACHMENTS" 22 1 /8" 25 1 15 3/4" DIMENSIONED AND TOLERENCED PER ANSI Y14.SM-1982 FROM DRAWING OVERALL HEIGHT 23-1/4" 26-1/4" 30-1/4" 36-1/4" BASE CURB HEIGHT 11 14 18 24 BASE MATERIAL GA 12 12 12 12 CURB WEIGHT (LBS) 400 425 458 508 INSULATED COVER } J IL D_ RETURN i 33 15/16" 2" 70 7/8" 67 3/8" BASE CURB I.D. 1" 5" BASE CURB + 12 1/4 T" (36" MAX WITH PITCH) RETU REVISIONS REV ECO# DESCRIPTION I DATE APPROVED 1 INITIAL DRAWING 9/17/15 EH 2 UPDATED CBC &IBC 3/26/18 SRP 7SUPPLY �18GA DUCT BRACES CURB BASE) 14GA BASE SUPPORTS AT EACH SPRING LOCATION UNIT BASE RAIL 6" REF II II II (8) #14 TEK SCREWS PER n LONG SIDE THRU UNIT BASE RAIL AND CURB 3 1/16" II II II II - II II II II CURB n Iti II II III DETAIL G SCALE 1 : 4 BASE CURB HEIGHT 14GA BOXED TOP FRAME INSULATED COVER 40 9/16" 37 1/16" BASE CURB I.D. CURB DESIGNED TO MEET SEISMIC & WIND LOAD REQUIREMENTS FOR THIS DRAWING& THE INFORMATION CONTAINED THEREIN IS THE CONFIDENTIAL, PROPRIETARY INFORMATION OF CRYSTAL DISTRIBUTION INC., CURB WEIGHT ILES.) APPROVALS """" spickar DATE Le. 349.58 2012 & 2015 IBC/ASCE 7-10, AND 2014 FLORIDA BUILDING CODE, 2016 CBC WITHO TOT BE USED OR HE APPROVALOFCRYSTAL DISTRIBUTION, INC. a�v". C7-QQXX-4�0� WIND DESIGN: MAX BUILDING HEIGHT 60FT, Kzt FACTOR = 1.00 MAX SEISMIC ISOLATION CURB ALL RIGHTS RESERVED "a,,,a", asn a"'FPw:oor� Tf1Uf5(1a June08 20176:38:55 PM 20151BC/ASCE 7-10: MAX 185 MPH ULTIMATE DESIGN WIND SPEED, RISK 3D ASSEMBLY CURB SHOWN IS CDI STANDARD a �NCNu CATEGORY II, III, OR IV BUILDING, EXPOSURE C SEISMIC: Ss = 2.00 MAX, IMPORTANCE FACTOR I 1.5, SOS = 1.33 CONFIGURATION CDI RESERVES THE RIGHT TO CHANGE LAYOUT WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A DIFFERENT ra000 o4Bx�aiLL anon"".a 17560 TYLER ST NW �%1 T ELK RIVER, MN 55330 Ll C7-OOXX-4000 O& P CONFIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. - jttu".ml�" (763)391.7790 (763)391-7851 1:18 811E, 1 OF 9 S:\CURBS—CURB ADAPTERS\CX-XXXX-XXXX CONFORMING\C7-XXXX-XXXX ISO CURBS RAILS\C7-XXXX-4XXX CARRIER\4000\ Non -Structural Component Seismic Anchorage Design - RTU 2 IBC 2015, ASCE 7-10 Chapter 13 Seismic Criteria: Site Class: D SDS: 0.847 SDI: 0.498 Ip: 1.25 FPMax= 1.36 Wp Controls Fp= 0.53 Wp FPMin= 0.25 Wp z: 25.0 ft h: 25.0 ft ap: 2.5 RP: 6 ASCE 7-10 Table 13.5-1 FPMax= 1.6 SDs WP IP Fp= 0.4 ap SDI WI x (1 + 2z/h) / (RP / 1p) FPMin= 0.3 SDs WP IP Mechanical Unit: Ht to Center of Mass, Y: 48 in Overturning Distance, X: 46 in Weight, Wp: 0.92 k Anchors/Side: 2 Shear and Overturnine Loads: Seismic Force, Fp: 0.49 k Shear/Anchor: 0.12 k 0.09 k OT Moment: 23.4 k-in Tension/Side: -0.5 k Net Uplift/Anchor: -0.09 k -0.07 k U LT ASD U LT ULT (0.9-0.2Sds)DL+ 1.OEQ ASD (0.6-0.14Sds)DL + 0.7EQ Anchorage Design: 1/4" Diam. x 2 3/4" Wood Screw @ 12" o.c. in LSL (2) screws min. Vallowable: 0.26 k Tallowable: 0.46 k Unity EQ: 0.47 <1.0 ASCE 7-10 EQ 13.3-2 ASCE 7-10 EQ 13.3-1 ASCE 7-10 EQ 13.3-3 1JQuantum Consulting Engineers LLC Project: Main St Commons Date: 8/27/21 Job No: 18743.01 1511 Third Avenue, Suite 323 Designer: TVM Sheet: hok Seattle, WA 98101 Client: Main St Commons Checked: Non -Structural Component Wind Anchorage Design - RTU 2 IBC 2015, ASCE 7-10 Chapter 29 Wind Criteria: Kz: 0.7 Kzt: 1.0 Kd: 0.9 V: 115 G: 0.85 Cf: 1 qz: 21.3 P: 18.1 Mechanical Unit: Weight, Wp Ht of Unit, h Overturning Distance, b Length of Unit, L Anchors/Side ASCE TABLE 29.3-1 FOR EXPOSURE B AND z = 60' MAX. ASCE SEC 26.8 ASCE TABLE 26.6-1 MPH GUST EFFECT FACTOR ASCE FIGURE 29.5-1 PSF [ASCE EQUATION 29.31 PSF [ASCE EQUATION 29.5-11 0.92 k 48 in 46 in 75 in 2 Shear and Overturning Loads: Wind Force, Fp: 0.45 k Shear/Anchor: 0.11 k 0.07 k OT Moment: 21.8 k-in Tension/Side: -0.5 k Net Uplift/Anchor: -0.03 k 0.00 k U LT ASD U LT ULT 0.9DL + 1.OW ASD 0.6DL + 0.6W ,1`D Anchorage Design: 1/4" Diam. x 2 3/4" Wood Screw @ 12" o.c. in LSL (2) screws min. Vallowable: 0.26 k Tallowable: 0.46 k Unity EQ: 0.27 <1.0 Quantum Consulting Engineers LLC Project: Main St Commons Date: 8/27/21 Job No: 18743.01 1511 Third Avenue, Suite 323 Designer: TVM Sheet: 1` Seattle, WA 98101 Client: Main St Commons Checked: Unit Report For HP_CU-T2 Project: Main Street Commons Edmonds 04/12/2021 Prepared By: 08:40AM Outdoor Unit Parameters Indoor Unit Parameters Unit Quantity:--------------------- --- 1 Unit Model: ----------- Unit Model:--------------------- 38AUQ Unit Size: ----------- Unit Size:_____________ 6 Tons No. of Coils:____________ Voltage:_____________208-3-60 V-Ph-Hz Voltage:_________________ No. of DX Circuits: 1 No. of Stages: Single Stage System Parameter System Quantity: 1 Refrigerant Type: PURON Compressor Quantity: ---- 1 Compressor Type: Hermetic Std. Capacity Steps:______________ 100 Std. Min. Outdoor Temp(Cooling): 35.0 °F No. of Outdoor fans: 2 Outdoor Unit Dimensions and Weight Unit Length:-------------------------4' 11.4" Unit Width:------ ------------------- 3' 9.9" Unit Height:------------------------------ 3' 6.4" Unit Shipping Weight:_________ _ 393 lb Unit Operating Weight:_______ ---------------444 lb __40RUQ 6 Tons --------------1 208-3-60 V-Ph-Hz Use 3 ton Unit per original design. 6 ton unit not required per Pacific Mechanical Systems Warranty Information Outdoor (Note: for US & Canada only) First Year - Parts Only (Standard) Warranty Information Indoor (Note: for US & Canada only) First Year - Parts Only (Standard) Indoor Unit Dimensions and Weight Unit Length: ------------------------------------------------------------------ 4' 1.0" Unit Width: --------------------------------------------------------------------- 2' 4.2" Unit Height: ------------------------------------------------------------------- 4' 8.1" Unit Shipping Weight:380 lb Unit Operating Weight: ------------------------------------------------- 381 lb Add Service Clearance for Accy Heater: 2' 6.0" NOTE: Please see Warranty Catalog 808-218 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity Base Unit - Outdoor 38AUQA07AOA5-OAOAO 1 Base Unit AI/Cu Condensing Coil 1 Standard Refrigerant Options 1 Service Options - None 1 Electrical Options - None 1 Packaging Options - Standard 1 Standard Electrical Mechanical Controls 1 Refrig Circ/Compressor Staging - Single Circuit, Single Stage 1 Commercial Split Systems Builder 1.39w Page 34 of 49 Certified Drawing for HP_CU-T2 Project: Main Street Commons Edmonds 04/12/2021 Prepared By: 08:40AM C* CENTER OF GRAVITY 0 DIRECTION OF AIR FLOM DIMENSIONS IN ( I ARE IN W UMI.I. xt-11N IiN SUCTION CONNECTIONS OW ' W1 )SEE CHART FOR SI2E1 `- LIQUID CpINECTI0M5 ' ISEE CNRAT FOR SIZE) - REAR VIEW �I f) tOAMEk 'A'J ORNER '0' RIGHT SIDE VIEW TOP VIEW (FOR 38AUD S°STEM" 3-jIN j^1 ,ELECT 1961 I I / DISCONNECT y TORN TRUCN SLOTIY ~~ (A SIDES) LEFT SIDE VIEW se 3 ton Unit design. 6 ton u 13-11A [331] 1-318 134.51 POWER IIITN 50. 0158. 0/05,0 TIONAL FACTORY INSTALLED CONVENIENC •�• OUTLET LOCATION 1.3'A IAA. 51 DUKE ACCESS --0110 I21.21 FIELD ENTRY SERVICE PONT 6-5/0 E1681 A-112 1151 8-1110 12051 per original not not reauir per Pacific Mechanical Systems I1101 FRONT VIFA LIOUID CONNECTION [SEE CNAIT FOR $IIEI 11'1/A L E285I 6-1/4 1 11581 RIGHT SIDE VIEW [toll (FOR 38AU1 AND 38AUD SYSTEMS) Commercial Split Systems Builder 1.39w Page 44 of 49 Certified Drawing for HP_CU-T2 Project: Main Street Commons Edmonds 04/12/2021 Prepared By: 08:40AM ®® — I-1 IrIP — [A1�.7] I See• — — UI .7 ��------DDDUCT FLWE / ;SEE NOTE 15, ALTERNATE / ENTUACE To, 'CIV IPHG ALTERNATE EWA10E FCCCR COIL aECTID65 l L 0 — I-1 IrIP — [A1�.7] I See• — — UI .7 ��------DDDUCT FLWE / ;SEE NOTE 15, ALTERNATE / ENTUACE To, 'CIV IPHG ALTERNATE EWA10E FCCCR COIL aECTID65 l L 0 e , e T I 0 0 10* --CONDENSATE MAIN ACCEPTS I' WNINAL PVC RIPE 01 1-114, 011 E1 MAL PVC FEMALE FITTIMG —Y-1 SrII— nu e7 LEFT SIDE UNI-ED 1.o. lI. 11111 �—.1 TECNROLOGIES SiMt.Il. N. TOP / METWMAA IR CA'.I E. 11171 IMTAEE "I'llEll 3:4- [1 45 11 [.61 41 vLTEeNATE 1.IN L':CAM4 1ETU,I A IITA En FOR CO.TAOLS An BELT T FLA06E SEE NOTE BSI ACCESS F N I12' [R 1] T'V i 11 t'u1P Uu n 1 1 .• 1 I » ,ETURN AIR f' I FRONT M0TE1 I. OINEISIOMS IM [ 7 ARE IM MILLINETEIS. 2. 0 DIRECTIONS OF AINFLOD. 3 RECOMMENDED CLEARANCE REAN 2 ,S 6 7e E"' " FRONT- 2 M I I. It62 MI RIGHT SIDE 2 t41 Ie. E762 WE LEFT 511E: 2 PS 1 le. 1162 ME LOCAL CODES ON �IIIISD ICTIa MAT "EvAlt. A LIO.10 P LING NOT SV,PLIEd By CANE DIN. 5. DUCT FLA✓.E IS FACICMI SAPLIEB AN FIELD INSTALLED. ACCESSOI• SEE DPABIMG SISEHAIGE PIENUN 4IRM56t116 ECOROMIIEA AIRM56111/ STEAM COIL 1111115t11M NCT IATEP COIL 4TRM56I1/1 IETUNI AIR GRILLE 11ANS61106 3.ERREAS S11YENS101 A1AM561196 S.BBASE 11411St1M/ ELE':IRIL HEAT 11RM5t1R67 0 UMIELEASED DATA l 1 �[3,t;1A 1P0RE, ENTRY I Ire' BM TOR 1,10.10 COOEC7100 [2B 61 I 9A' DIA FOR SUCT101 CONNECTION N, 7 [AA ! I O��\\\��\\ii 1lB' {IA FOR UP DUV CONNECTION 7 �[ii. i I'-2 Itl6 UP. BE US[ tteo 17 ALTERNATE L I Ire• RETAIIM A. E1{./7 I $14, DIA FOE SUCTIOM CONECTION [u 51 l 1 It{' DIA. FOR LIOUIS C36IECTIOR RIGHT SIDE 1., 5T Fan call uNIT I'-T1 VIA [IBR 11 a 0I/23/P 1 C4/21/10 40RU A / 0 / S - 07 1 08 / 10 / 12 A::4000024 F Use 3 ton Unit per origins design. 6 ton unit not required Commercial Split Systems Builder 1.39w per Pacific Mechanical Systems Page 45 of49 Certified Drawing for HP_CU-T2 Project: Main Street Commons Edmonds 04/12/2021 Prepared By: 08:40AM ELECTRIC HEAT ACCESSORY UN rr SIZES 07 - 12 R \ rI'm"DIE ?W DIE .a pp y1�� xEERD EL91E.i5 [IB Uan •� tY�1�.51 � Iffl6.J] [iODitI �H# I -I li DCl_n • cunrlroi va. � 4 D un� v,r UNIT SIZE 14 - 30 `7E" Use 3 ton Unit per original E design. 6 ton unit not required 0 E per Pacific Mechanical Systems E D 40RU UNIT SDZE A B C D E I F I G H J 14-25 1al/a 4-WI,' 23Se" 2-T114 1W12 1.4- l'-4ul,,' T-1/4' 1Ala [387.41 113BI.11 [SB.7) [64,-41 [269.91 1406.41 [414.31 [476.3) [327.01 28. 30 1 JD/ ' S'-4?�q,• 211, • r{ 1 _1l • r-7• '-4' • r-10' 147r,1�• [390% 11636A" I52.$1 [766.n! .W [311�j [482.61 [414.1D [558.8] E417.' NOTE: Dimensions In [ j are milimmerS. Commercial Split Systems Builder 1.39w Page 46 of 49 Non -Structural Component Seismic Anchorage Design - CU-T2 IBC 2015, ASCE 7-10 Chapter 13 Seismic Criteria: Site Class: D SDS: 0.847 SDI: 0.498 Ip: 1.25 FPMax= 1.36 Wp Controls Fp= 0.51 Wp FPMin= 0.25 Wp z: 25.0 ft h: 25.0 ft ap: 1 RP: 2.5 ASCE 7-10 Table 13.5-1 FPMax= 1.6 SDs WP IP Fp= 0.4 ap SDI WI x (1 + 2z/h) / (RP / 1p) FPMin= 0.3 SDs WP IP Mechanical Unit: Ht to Center of Mass, Y: 49 in Overturning Distance, X: 28 in Weight, Wp: 0.75 k Anchors/Side: 2 Shear and Overturnine Loads: Seismic Force, Fp: 0.38 k Shear/Anchor: 0.10 k 0.07 k OT Moment: 18.7 k-in Tension/Side: -0.7 k Net Uplift/Anchor: -0.20 k -0.14 k U LT ASD U LT ULT (0.9-0.2Sds)DL+ 1.OEQ ASD (0.6-0.14Sds)DL + 0.7EQ Anchorage Design: 1/4" Diam. x 2 3/4" Wood Screw @ 12" o.c. in LSL (2) screws min. Vallowable: 0.26 k Tallowable: 0.46 k Unity EQ: 0.57 <1.0 ASCE 7-10 EQ 13.3-2 ASCE 7-10 EQ 13.3-1 ASCE 7-10 EQ 13.3-3 1JQuantum Consulting Engineers LLC Project: Main St Commons Date: 8/27/21 Job No: 18743.01 1511 Third Avenue, Suite 323 Designer: TVM Sheet: hok Seattle, WA 98101 Client: Main St Commons Checked: Non -Structural Component Wind Anchorage Design - CU-T2 IBC 2015, ASCE 7-10 Chapter 29 Wind Criteria: Kz: 0.7 Kzt: 1.0 Kd: 0.9 V: 115 G: 0.85 Cf: 1 qz: 21.3 P: 18.1 Mechanical Unit: Weight, Wp Ht of Unit, h Overturning Distance, b Length of Unit, L Anchors/Side ASCE TABLE 29.3-1 FOR EXPOSURE B AND z = 60' MAX. ASCE SEC 26.8 ASCE TABLE 26.6-1 MPH GUST EFFECT FACTOR ASCE FIGURE 29.5-1 PSF [ASCE EQUATION 29.31 PSF [ASCE EQUATION 29.5-11 0.75 k 49 in 28 in 49 in 2 Shear and Overturning Loads: Wind Force, Fp: 0.30 k Shear/Anchor: 0.08 k 0.05 k OT Moment: 14.8 k-in Tension/Side: -0.5 k Net Uplift/Anchor: -0.10 k -0.05 k U LT ASD U LT ULT 0.9DL + 1.OW ASD 0.6DL + 0.6W ,1`D Anchorage Design: 1/4" Diam. x 2 3/4" Wood Screw @ 12" o.c. in LSL (2) screws min. Vallowable: 0.26 k Tallowable: 0.46 k Unity EQ: 0.28 <1.0 Quantum Consulting Engineers LLC Project: Main St Commons Date: 8/27/21 Job No: 18743.01 1511 Third Avenue, Suite 323 Designer: TVM Sheet: 1` Seattle, WA 98101 Client: Main St Commons Checked: Design Method Allowable Stress Design (ASD) v Connection Type Fateral loading v Fastener Typeii Wood Screw v Loading Scenario I FS'i-ngle Shear v Main Member Type Douglas Fir -Larch v Main Member Thick ness -- Other (in inches) -- v 11.875 Main Member: Angle of Load to Grain 90 Side Member Type I FSteel v Side Member Thickness 154 gage v Side Member: Angle of Load to Grain I P_ Wood Screw Number 14 (D = 0.242 in.) v Length 2.5 in. v Load Duration Factor I FED = 1.6 v Wet Service Factor F7m = 1.6 v End Grain Factor F7eg = 1.0 v Temperature Factor C_t = 1.0 v Connection Yield Modes Im I1437lbs. Is 591 lbs. II 583 lbs. IIIm 615 lbs. IIIs 259lbs. IV 355lbs. jj Adjusted ASD Capacity 259 lbs. • Wood Screw bending yield strength of 70000 psi is assumed. • Dowel bearing strengths for wood screws with nominal diameter greater than 1/4 in. are calculated and rounded to the nearest 50 psi in accordance with NDS Table 11.3.2. • Length of tapered tip is assumed to be two times the nominal wood screw diameter for calculating dowel bearing length in the main member. • ASTM A36 Steel is assumed for steel side members 1/4 in. thick, and ASTM A653 Grade 33 Steel is assumed for steel side members less than 1/4 in. thick. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Design Method Allowable Stress Design (ASD) v Connection Type Withdrawal loading v Fastener Typeii Wood Screw v Loading Scenario N/A v Main Member Type Douglas Fir -Larch v Main Member Thickness -- Other (in inches) -- v 11.875 Side Member Type Steel v Side Member Thickness 14 gage v Wood Screw Number F14 (D = 0.242 in.) v Length 2.5 in. v Load Duration Factor C D = 1.6 IV Wet Service Factor C M = 1.0 v Temperature Factor C_t = 1.0 v jJ Adjusted ASD Capacity 4601bs. • The Adjusted ASD Capacity does not apply for wood screws installed in the end grain of wood members. • The Adjusted ASD Capacity only applies to withdrawal of the fastener from the main member. It does not address head pull -through capacity of the fastener in the side member. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Wood Council.