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RECEIVED JUL 1 4 2020 CITY OF TIGARD BUILDING DIVISION TEREX HVAC 12805 SW 77th Place Tigard, OR 97223 STRUCTURAL CALCULATIONS . OFFICE COPY CITY OF TT CART`;, VIMKProjectNumber:20200340 REVIEWED FOR C D COMPLIANCE Approved: ] OTC: [ ] Reitmeier Permit #: mbar AnaC _C)C 4 R7 19570SW9tt Court,Suite 100 Address: jag og xi., 77' p1 Tualatin, OR 97062 Shire #: By: —it " 1/ Date: 7 'a9• as) f� vr� VALIDITY OF PERMIT c,6359P ' • THE ISSUANCE OF A PERMIT 7/3/20 C33S D C N CONSTRUCTION •. C:: UMFNIS AND OTHER y,� o0 L A SHALL JOT PREVENT �q 15, �? THE CODE OFFICIAL FROM SON C. SPA'\. REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 EXPIRES: 6/30/2022 Prepared By: Emma Olds,EIT vLmicJune 30,2020 ENGINEERING + DESIGN 3933 5 Kelly Avenue Portland,OR 97239 tel:503.222.4453 VLMK.COM Structural Calculations:Terex HVAC DC 1 • • Project: Terex HVAC Project Number: 20200340 Projed Address: 12805 SW 77th Place Document: Structural Calculations for Tigard, OR 97223 Building Permit TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-3 Structural Details S-1 thru S-7 Structural Calculations C-1 thru C-14 Roof Framing Design R-1 thru R-19 DESCRIPTION OF STRUCTURAL SYSTEM This `Terex HVAC' consists of the anchorage of (5) new units replacing old units at the site located at 12805 SW 77th Place, Tigard, OR 97223. • ***LIMITATIONS*** VLMK Engineering + Design was retained in a limited capacity for this project. The design is based upon information provided by the client, who is solely responsible for the accuracy of the information. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Engineering + Design for items beyond that shown in this Structural Calculation Package. GNAcad2020\2020034N2 Calculations\20200340 DC.docx • Structural Calculations:Terex HVAC DC-2 CODES 2019 Oregon Structural Specialty Code (Based on the 2018 International Building Code) DESIGN LOADS Live Loads Roof Snow Load Flat Roof Snow Load, Pr 25 psf Snow Exposure Factor, Ca 1 .0 Snow Load Importance Factor, I, 1 .0 Thermal Factor, C, 1 .0 Dead Loads Existing Roof Total Roof Load 10.0 psf Additional Loads (Existing) 5 Ton Rooftop Unit 590 lbs (Existing) 5 Ton Rooftop Unit 554 lbs (Existing) 3 Ton Rooftop Unit 395 lbs (Existing) 2.5 Ton Rooftop Unit 390 lbs (Existing) Outdoor AC Unit 230 lbs (New) 5 Ton Rooftop Unit 650 lbs (New) 3 Ton Rooftop Unit 482 lbs (New) 2.5 Ton Rooftop Unit 336 lbs (New) Outdoor AC Condenser Unit 267 lbs Wind Basic Design Wind Speed, V (3-sec gust) 96 mph Nominal Design Wind Speed, V,,a 76 mph Risk Category II Wind Exposure B Internal Pressure Coefficient GC„,, = +/- 0.18 G:Nkcad2020\20200340\02 Calculatiions\20200340 DC.docx Structural Calculations:Terex HVAC DC-3 Seismic Location Latitude 45.42802 Longitude -122.75606 Seismic Importance Factor, le 1 .0 Risk Category II Mapped Spectral Response Accelerations Ss = 0.863 Si = 0.394 Site Class D Spectral Response Coefficients Sds = 0.69 Sar = 0.51 Seismic Design Category D Analysis Procedure Used Equivalent Static Component Anchorage Factors aP RP l i2e HVAC Equip 2.5 6.0 1 .0 2.0 G 1cad2020V0200340\02 Calculations\20200340 DC.docx . AP air 'NA : • A' •4 1 I� I. °" �, i \ ,�., R yam` +��F- I .KEY Home ,,4. a. j it , Furnishin sWarehou`se E x �_ Ft'i a ti+ ` ' E 9 • 6 N ,., SQ 11r N ,. . ` la ;,� ., ,tip t .1;> i AREA OF x'` WORK �' .r . 1 « Y4 ` ' .,.,t .� axg a`" � ► 41 M�,� I. -- R if K' •r. fTi� e.. w ''ll\ E KEY PLAN \I I S_1 NTS Ill S • TE REX HVAC 20200340 06/2020 12805 SW 77TH PLACE ERO JCS V L M K TIGARD, OR 97223 "� "— ENGINEERING +3 DESIGN KEY PLAN S-1 3933 S Kelly Avenue Portland Oregon 97239 I let:503.2224453 fax'.503.246.9263 I www,Nmk.com st. p y e' , 4 EXISTING 5 TON UNIT : 1r ,' WT = 590 LBS } EXISTING 5 TON UNIT WT = 554 LBS j 4 IEXISTING AC UNIT WT = 230 LBS EXISTING 3 TON UNITA ' ' WT = 395 LBS I FOR I POND. UNIT EXISTING 2.5 TON UNIT jr., . WT = 390 LBS Alk TYP FOR �"` 4 NOTE: . ® RTU ALL RTU'S WILL BE CONVERTED ; FROM SIDE DISCHARGE TO • ; BOTTOM DISCHARGE UNITS. UNITS WILL BE PLACE SUCH THAT , THEY SIT OVER EXISTING DUCTING BELOW. ALL FLASHING FOR CURB MOUNTING ABOVE ROOF FRAMING BY OTHERS. / , 1 © AREA OF WORK PLAN S-2 NOTE: ALL UNITS TO BE REPLACED WITH NTS CORRESPONDING UNIT SIZES PER SCHEDULE ir IFV--- 20200340 06/2020 TEREX HVA Fao.,,, o„F 12805 SW 77TH PLACEERo JCS TIGARD, OR 97223DHANTI ����L ENGINEERING + DESIGNAREA OF WORK PLAN K. S 2 .. 6 Kelly Avenue Portland Oregon 27239 I tel 5032224453 I fax 503.2438263 I www_Nrnkm'n sXFF,.o 5 . / CURB TO BEAR ON EXISTING EXISTING Z-PURLIN • FRAMING NEAR EACH CORNER BELOW • 4x10 1 • 1 40 . . , , v• 4x10 EXISTING STANDING SEAM ROOF SPAN 411 01 ENLARGED FRAMING PLAN S-3 NOTE:ALL CURB SUPPORT FRAMING 1"=1.-0" TO BEAR ON EXISTING Z-PURLINS Y TEREX HVAC 20200340 0en020 ah 12805 SW 77TH PL ERO JCS YV ENGINEERING + DESIGN L M K TIGARD,OR 97223S-3 5 Kelly Avenue Ana,don 97239 I MI:503.2224453 I tax-503.2499253 I wa+vxmk.com STRUCTURAL PLAN ..E„� r NOTE: CURB ANCHORAGE IS THE MOST COMMON CASE,SEE DETAIL(1/S-7)FOR OUTDOOR AC CONDENSER ANCHORAGE DETAIL e1 • 0 ,, ... ....... ,. .. ... ..,..... . ............_ ___,........_,, ,,,, , „: , .o ;, FRAMING PER PLAN,SECURE AT ENDS r WITH SIMPSON'HU'FACE MOUNT HANGER I/ FLASHING FOR WATERPROOFING .!---- / OVER STANDING SEAM ROOFING / BY OTHERS,TYPICAL P P nn 11 � n n ll -SIMPSON'A35'CLIPS AT 24'O.C.,SECURE TO FRAMING FRAMING EXISTING STANDING J WITH Prag LONG WOOD SCREWS,SECURE TO PER PLAN SEAM DECK METAL DECII`l(JITH#10 SCREWS,TYPICAL ��#10X1/1/2" C1 STRUCTURAL FRAMING DETAIL S-4 1'=1'-o' I TEREX HVAC 20200340 06/2020 12805 SW 77TH PL ERO JCS FV L M K TIGARD,OR 97223 MANX �°'° ENGINEERING + DESIGN S-4 3933 S Key Avenue Poniard,Oregon 97239 I te1:503.222.4453 I tax:503.246.9263 I wxw.dmkoom STRUCTURAL DETAIL „�„� • • NOTE: CURB ANCHORAGE IS THE MOST COMMON CASE,SEE DETAIL(1/S-7)FOR OUTDOOR AC ANCHORAGE DETAIL 1 , S-6 r ` ii ;a. j WOOD LEVELING UNDER • FLASHING FOR WATERPROOFIN( ' ALL SIDES OF CURB `OVER STANDING SEAM ROOFING ' BY OTHERS,TYPICAL • - . EXISTING Z-PURLIN AT 5'-0°, TYPICAL STRUCTURAL FRAMING DETAIL 1°=1,-0° TEREX HVAC 20200340 06/2020 mod x Fit 12805 SW 77TH PL ERO JCS V L M KENGINEERING + DESIGN TIGARD,OR 97223 DIWAY "'¢° S-5 Y933 5 K Avenue pro,ate 97239 I lel 503 22 2 4453 I fax 503.243.9263 I www.Nmkcan STRUCTURAL DETAIL - UNIT CASING SECURE ANCHOR TO UNIT WITH UNIT BASE AND BASE RAIL (4)#12 x 1 1/2"TEK SCREWS , SECURE ANCHOR TO CURB WITH(4)#12 x 1 1/2"TEK SCREWS,TYPICAL 16 GAUGE STEEL'CANFAB'OR ' WOOD NAILER EQUAL ANCHOR,(4)TOTAL,(1)EACH CORNER ON LONG SIDES OF UNIT .. ■. me GALVANIZED SHEET METAL ::41 UNIT MOUNTING CURB BY UNIT COUNTER FLASHING ' :: MANUFACTURER(14"HEIGHT) FLASHING FOR WATERPROOFING �� SECURE CURB TO SUPPORT FRAMING OVER STANDING SEAM ROOFING •C WITH#12 WOOD SCREWS AT EACH BY OTHERS,TYPICAL !t . CORNER AND AT 2'-0"O.C.MAXIMUM VI SPACING,SCREWS MUST BE LONG IPr' ENOUGH TO PENETRATE SUPPORT FRAMING 2"MINIMUM J/ Fly ,, n P P 1 HVAC CURB DETAIL S-6 11/2"=1'-0" I TEREX H 20200340 Osrz020 12805 SW 77TH PL ERO JCS TIGARD,OR 97223VAC a"'" a VL M KENGINEERIN50 + DESIGN S-6 5 Katy AveaR Pariah,pepm 97279 �:sa�.z2s.4as3 sro.2ae.9zs3 , �„ STRUCTURAL DETAIL - 45" ANCHOR EACH CORNER A BRACE CABLE DIAGRAM PLAN L2x2x16 GA CLIP EACH CORNER, (4)TOTAL,SECURE TO UNIT WITH#10 SCREWS " ! 1 NO.2 GRIPPLE WIRE,SEE FOR MORE INFORMATION L OUTDOOR AC UNIT BY OTHERS SHEET METAL CAP FLASHING FOR WATERPROOFING 1!4"DIA x 2"EMBED _ ! OVER STANDING SEAM ROOFING EYE BOLT BY OTHERS,TYPICAL P I I n NOTE: EXISTING STANDING SEE DETAILS(1/S-4)AND(1IS-5)FOR FRAMING DETAILS SEAM DECK HVAC ANCHORAGE DETAIL 1"=1,-0. I TEREX HVAC 20200340 06/2020 12805 SW 77TH PL ERO JCS TIGARDSTRUCTU,OR 97223 °"'" °""° V L M KENGINEERING + DESIGN S 7 Y9J3 S Keoy Avenie POfI12M,Orepm 97239 I �:9Q7.2224453 I hx.503.2499263 I , .. RAL DETAIL ,�,„ VI- M K Sheet# Project 'r.. Job a t; .,. *t By,f. r) EN G,NEf RING 4.DESIGN •8x rr , A/> 0 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fox:503.248.9263 www.vmk•com Project Title: Terex HVAC Engineer: E.Olds EIT Project ID: 20200340 Project Descr: C-2 Printed:29 JUN 2020, 8:01AM Genera Beam Software Calculations120200340.ec6. Software copyright ENERCALC,INC.1983-2020,Build:12.20.2.28 . Lic.#:KW-0600272S VLMK CONSULTING ENGINEERS DESCRIPTION: (E)Purlins at 5 Ton Unit General Beam Properties _ Elastic Modulus 29,000.0 ksi Span#1 Span Length = 28.0 ft Area= 10.0 i02 Moment of Inertia = 100.0 in^4 D(0.1385) D(O.1385) D(0.05063)Lr(0.15169) x .. Ahn Span=28.0 E Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.010, Lr=0.030 ksf, Tributary Width=5.063 ft,(Existing Roof) Point Load: D=0.1385 k @ 12.052 ft,(Existing HVAC) Point Load: D=0.1385 k @ 15.948 ft,(Existing HVAC) DESIGN SUMMARY Maximum Bending= 21.516 k-ft Maximum Shear= 2.974 k Load Combination +D+Lr+H Load Combination +D+Lr+H Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Location of maximum on span 14.000ft Location of maximum on span 0.000 ft Maximum Deflection Max Downward Transient Deflection 0.730 in 460 Max Upward Transient Deflection 0.012 in 28991 Max Downward Total Deflection 1.047 in 320 Max Upward Total Deflection - 0.003 in 112596 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.126 2.126 Overall MINimum D Only 0.847 0.847 Lr Only 2.126 2.126 L Only S Only W Only E Only H Only • Project Title: Terex HVAC Engineer: E. Olds EIT Project ID: 20200340 Project Descr: C-3 Printed:29 JUN 2020, 8,00AM General Beam File=G:Acad2020120200340102 Calculations120200340.ec6 . Sof Ware copyright ENERCALC,INC.1983-2020,Build:12.20.2.28 . Lie.#:KW-06002728 VLMK CONSULTING ENGINEERS DESCRIPTION: (E)Purlins with 5 Ton Unit General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 28.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 in^4 D(0.1625) D(O.1625) D(0.05063)Lr(O.1518j9) a 9 9 !. r`_ Span 28.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.010, Lr=0.030 ksf, Tributary Width=5.063 ft,(Existing Roof) Point Load: D=0.1625 k @ 12.052 ft,(Existing HVAC) Point Load: D=0.1625 k @ 15.948 ft,(New HVAC) DESIGN SUMMARY Maximum Bending= 21.805 k-ft Maximum Shear= 2.998 k Load Combination +D+Lr+H Load Combination +D+Lr+H Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Location of maximum on span - 14.000ft Location of maximum on span 0.000 ft Maximum Deflection Max Downward Transient Deflection 0.730 in 460 Max Upward Transient Deflection 0.012 in 28991 Max Downward Total Deflection 1.060 in 316 Max Upward Total Deflection 0.003 in 108402 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum -- 2.126 2.126 Overall MINimum D Only 0.871 0.871 Lr Only 2.126 2.126 L Only S Only W Only E Only H Only Project Title: Terex HVAC Engineer: E.Olds EIT Project ID: 20200340 Project Descr: C-4 Printed:29 JUN 2020. 8:03AM -- _ - File=G:lAcad2020@0200340102 CaIwladons120200340.ec6 . 1 General Beam Software copyright ENERCALC,INC.1983-2020,Build:12.20.2.28 . Uc.#:KW-08002728 VLMK CONSULTING ENGINEERS DESCRIPTION: (E)Purlins at 3 Ton Unit General Beam Properties Elastic Modulus 29,000.0 ksi . Span#1 Span Length = 28.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 in"4 D(O. 875) D(0.09875) D(0.05063)Lr(0.1518}9) -5 11.1 X Span=28.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.010, Lr=0.030 ksf, Tributary Width=5.063 ft,(Existing Roof) Point Load: D=0.09875 k @ 12.031 ft,(Existing HVAC) Point Load: D=0.09875 k @ 15.969 ft,(Existing HVAC) DESIGN SUMMARY Maximum Bending = 21.035k-ft Maximum Shear= 2.934 k Load Combination +D+Lr+H Load Combination +D+Lr+H Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Location of maximum on span 14.000 ft Location of maximum on span 0.000 ft Maximum Deflection Max Downward Transient Deflection 0.730 in 460 Max Upward Transient Deflection 0.012 in 28991 Max Downward Total Deflection 1.026 in 327 Max Upward Total Deflection 0.003 in 120313 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.126 2.126 Overall MINimum D Only 0.808 0.808 Lr Only 2.126 2.126 L Only S Only W Only E Only H Only Project Title: Terex HVAC Engineer: E. Olds EIT Project ID: 20200340 Project Descr: C-5 Printed.29 JUN 2020, 8.04AM General Beam File=G:lAcad2020120200340102 Calculationst20200340.ec6 . Software copyright ENERCALC,INC.1983.2020,Build:12.202.28 . Lie.#:KW-06002728 VLMK CONSULTING ENGINEERS DESCRIPTION: (E)Puffins with 3 Ton Unit General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 28.0 ft Area= 10.0 in^2 Moment of Inertia = 100.0 inA4 D(O.1205) D(0.1205) D((0.05063)LKo.15189) X _... ,. Span=28.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.010, Lr=0.030 ksf, Tributary Width=5.063 ft,(Existing Roof) Point Load: D=0.1205 k @ 12.031 ft,(Existing HVAC) Point Load: D=0.1205 k @ 15.969 ft,(Existing HVAC) DESIGN SUMMARY Maximum Bending= 21.297 k-ft Maximum Shear= 2.956 k Load Combination +D+Lr+H Load Combination +D+Lr+H Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Location of maximum on span 14.000 ft Location of maximum on span 0.000 ft Maximum Deflection Max Downward Transient Deflection 0.730 in 460 Max Upward Transient Deflection 0.012 in 28991 Max Downward Total Deflection 1.038 in 323 Max Upward Total Deflection 0.003 in 115970 Vertical Reaction s Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.126 2.126 Overall MINimum D Only 0.829 0.829 Lr Only 2.126 2.126 L Only S Only W Only E Only H Only • L1TC Hazards by Location C-6 Search Information Address: 12805 SW 77th PI,Tigard,OR 97223, USA Vancouver iz 167 ft Coordinates: 45.4280222,-122.7560632 land °k Hillsboro° Gres0ham Elevation: 167 ft Beave o on cZY2e, Mt. Timestamp: 2020-06-12T 16:57:18.486Z • u lion; Hazard Type: Seismic Reference ASCE7-16 (jop le s . � Map i Report a map error Document: Risk Category: II Site Class: D-default Basic Parameters Name Value Description SS 0.863 MCER ground motion(period=0.2s) Si 0.394 MCER ground motion(period=l.0s) SMS 1.035 Site-modified spectral acceleration value SMi ' null Site-modified spectral acceleration value SDS 0.69 Numeric seismic design value at 0.2s SA SDI * null Numeric seismic design value at 1.0s SA Sp, = 2/3 SM, = 0.51 (EQ 11.4-4) SM, = F„S, = 0.76 (EQ 11.4-2) F„= 1.9 (TABLE 11.4-2) 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. • VV L M K Project: Terex HVAC Mk 20200340 By: ERO 06/2020 Sheet? C-7 ENGINEERING + OESIGN v4.02-Software Copyright 2020 VLMK Consulting Engineers. All Rights Reserved. Wind Velocity Pressure Based on the 2018 International Building Code and ASCE 7-16, 26.10.2 DESIGN INPUT C&C Wind Pressure Design is for MWFRS or C&C ? low rise Low-rise MWFRSystem or all other systems? II Risk Category (II), (I), or(III and IV) [IBC Table 1604.5] V„It = 96 mph Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, C, & D] B Exposure Category [Section 26.7.3] z = 22 ft Height Above Ground Level zy = 1200 ft Nominal Ht. of Atmospheric Boundary Layer [Table 26.11-1] a = 7 3-Sec. Gust-Speed Power Law Coefficient [Table 26.11-1] K� = 0.70 Velocity Pressure Exposure Coefficient [Table 26.10-1] Kzt = 1.00 Topographic Factor [Figure 26.8-1] Kd = 0.85 Wind Directionality Factor [Table 26.6-1] Ke = 1.0 Elevation Factor (based on height above sea level) [Table 26.9-1] Ke _ e-0.0000362 z,above sea level (or see table) ANALYSIS Design Wind Velocity Pressure: q2 = 0.00256KzKztKdKeV2 (Equation 26.10-1) q, = 14.0 psf Velocity Pressure 1.0W (ULT) With z = 22.0 ft. above ground level 0.6q, = 8.4 psf Velocity Pressure 0.6W (ASD) NOTES: 1. "MWFRS" indicates Main Wind Force Resisting System, 1.0W unless otherwise noted. 2. IIC &C" indicates Components and Cladding, 1.0W unless otherwise noted. 3. MWFRS minimum design wind load = 16 psf per Section 27.1.5, 28.3.4, or 29.7. 4. C &C minimum design wind load = 16 psf per Section 30.2.2. V. VLMK Project: Terex HVAC /obi: 20200340 By: ERO Date: 06/2020 Sheet": C-8 ` FNG.NEEM,NG • DFSIGN v4.01 -Software Copyright 2020 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design - 5 Ton Unit Based on the 2018 International Building Code and ASCE 7-16 DESIGN INPUT Seismic Parameters: Sps = 0.690 g Design Spectral Response Acceleration I I 4 = 1.0 Overstrength Factor [ASCE Table 13.5-1 or 13.6-1] • a 4 • ap = 2.5 [ASCE Table 13.5-1 or 13.6-1] �CG Rp = 6.0 [ASCE Table 13.5-1 or 13.6-1] 'cR Y Ycg I, = 1.00 [ASCE 13.1.3] - z = 22 ft Attachment height from base of structure • 1 2 • h = 22 ft Average roof height of structure from base I xcg I Wind Parameters: PLAN VIEW PHORIz. = 14.0 psf Design Wind Pressure (psf), 1.0W PUPLIrr = 8.4 psf Design Wind Pressure (psf), 1.0W Mechanical Unit Parameters: (1)CG Wo = 650 lbs Total Weight Zcg X = 74.4 in Base Dimension (max) I r Y = 46.8 in Base Dimension (min) " Z = 41.4 in Height of Unit SIDE VIEW Zcurb = 14.0 in Height of Curb, where occurs Load Combinations: Xcy = 37.2 in Center of Gravity Seismic: Wind: Y„ = 23.4 in Center of Gravity (0.9-0.2Sps)D + 4E 0.9D + 1.0W Zc9 = 20.7 in Center of Gravity (excluding curb) (0.6-0.14Sps)D + 0.7E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: 0.4u S W Fp = ° °s p 1+2 zl= 224 lbs <_ 1.6S„SHY p = 718 lbs OK Rp�Ip hJl > 0.3SosIpW = 135 lbs OK Base Shear, 4V,E = 224 lbs Seismic, QE Wind: Vuw = 400 lbs Wind, 1.0W V,,,BASE = 400 lbs Wind, 1.0W = 240 lbs (ASD, 0.6W) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity = 5% Anchor: dx dx"2 dy dy^2 ex = 3.7188 in ey = 2.3375 in 1 37.188 1382.9 23.375 546.39 Mx-x = 834 in-lbs My-y = 524 in-lbs 2 37.188 1382.9 23.375 546.39 Y-Direction X-Direction 3 37.188 1382.9 23.375 546.39 V1,3 = 62 lbs V1,2 = 62 lbs 4 37.188 1382.9 23.375 546.39 V2,4 = 62 lbs V3,4 = 62 lbs 5531.64 2185.56 Wind: V1,2,3,4 = 100 lbs Max If„,ANCHOR = 100 lbs Wind, 1.0W = 60 lbs (ASD, 0.6W) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 7779 lb-in Seismic, QE Net Tension: Tx* = -21 lbs Wind, 1.0W Mres,x = 18419 lb-in Seismic, 4E Ty* = 23 lbs Wind, 1.0W Mres,y = 11578 lb-in Seismic, 4E Wind: Mot = 11086 lb-in Wind, 1.0W Max T.,ANCHOR* = 23 lbs Wind, 1.0W Mr„, = 21755 lb-in Wind, 1.0W = 4 lbs (ASD, 0.6W) Mres,y = 13674 lb-in Wind, 1.0W *Negative(-)values indicate there is no net uplift • VV L M K Project: Terex HVAC Job# 20200340 By: ERO Dote: 06/2020 Sheet#: C-9 ENG$HFEFiNG• DESIGN v4.01 -Software Copyright 2020 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design - 3 Ton Unit Based on the 2018 International Building Code and ASCE 7-16 DESIGN INPUT Seismic Parameters: I x Sps = 0.690 g Design Spectral Response Acceleration S2 = 1.0 Overstrength Factor [ASCE Table 13.5-1 or 13.6-1] •a (-hoc 4 • P a = 2.5 [ASCE Table 13.5-1 or 13.6-1] Ro = 6.0 [ASCE Table 13.5-1 or 13.6-1] Yc �cR Y g Ii, = 1.00 [ASCE 13.1.3] z = 22 ft Attachment height from base of structure • 2 • h = 22 ft Average roof height of structure from base �c I Wind Parameters: PLAN VIEW PHORI2. = 14.0 psf Design Wind Pressure (psf), 1.0W PUPLIFT = 8.4 psf Design Wind Pressure (psf), 1.0W Mechanical Unit Parameters: ocG Wp = 482 lbs Total Weight zcgi_ X = 74.4 in Base Dimension (max) ' ' Y = 46,8 in Base Dimension (min) Z = 33.4 in Height of Unit SIDE VIEW Zwrb = 14.0 in Height of Curb, where occurs Load Combinations: X,.„ = 37.2 in Center of Gravity Seismic: Wind: YCp = 23.4 in Center of Gravity (0.9-0.2SDs)D + SQE 0.9D + 1.0W Zco = 16.7 in Center of Gravity (excluding curb) (0.6-0.14SDs)D + 0.7E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: 0.4a SDS Wp / F = p 1+2� = 166 lbs <_1.6S psi pWp = 532 lbs OK p Rp/I p h J >0.3SDSI pWp = 100 lbs OK Base Shear, S2V„E = 166 lbs Seismic, QE Wind: V„w = 343 lbs Wind, 1.0W V„,BASE = 343 lbs Wind, 1.0W = 206 lbs (ASD, 0.6W) Anchor Shear: (Load applied to each anchor/corner) ,. Seismic: Design Eccentricity = ._iw Anchor: dx dx^2 dy dy^2 ex = 3.7188 in ey = 2.3375 in 1 37.188 1382.9 23.375 546.39 Mr-x = 618 in-lbs My-y = 389 in-lbs 2 37.188 1382.9 23.375 546.39 Y-Direction X-Direction 3 37.188 1382.9 23.375 546.39 V1,3 = 46 lbs V1,2 = 46 lbs 4 37.188 1382,9 23.375 546.39 V2,4 = 46 lbs V3,4 = 46 lbs 5531.64 2185.56 Wind: V1,2,3,4 = 86 lbs Max V„,ANCHOR = 86 lbs Wind, 1.0W = 51 lbs (ASD, 0.6W) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 5103 lb-in Seismic, QE Net Tension: Tx* = -3 lbs Wind, 1.0W Mres,x = 13658 lb-in Seismic, QE Ty* = 29 lbs Wind, 1.0W Mres,y = 8585.3 lb-in Seismic, QE Wind: Mot = 8114 lb-in Wind, 1.0W, Max T ANCHOR* = 29 lbs Wind, 1.0W Mres,x = 16132 lb-in Wind, 1.0W = 10 lbs (ASD, 0.6W) Mres,y = 10140 lb-in Wind, 1.0W *Negative (-)values indicate there is no net uplift - 1 VV L M K Project: Terex HVAC loh# 20200340 By: ERO Date: 06/2020 Sheet#. C-10 E NGINEEPING • DESIGN v4.01 -Software Copyright 2020 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design - 2.5 Ton Unit Based on the 2018 International Building Code and ASCE 7-16 DESIGN INPUT Seismic Parameters: Sos = 0.690 g Design Spectral Response Acceleration f x I SI = 1.0 Overstrength Factor [ASCE Table 13.5-1 or 13.6-1] • 3 �cG 4 • a = 2.5 [ASCE Table 13.5-1 or 13.6-1] R, = 6.0 [ASCE Table 13.5-1 or 13.6-1] Yc SCR Y g IP = 1.00 [ASCE 13.1.3] z = 22 ft Attachment height from base of structure S 1 2 • h = 22 ft Average roof height of structure from base I xC9 Wind Parameters: PLAN VIEW PHORI2. = 14.0 psf Design Wind Pressure (psf), 1.0W PUPLIrr = 8.4 psf Design Wind Pressure (psf), 1.0W Mechanical Unit Parameters: ocG Wp = 336 lbs Total Weight zcg X = 48.2 in Base Dimension (max) I ' Y = 32.6 in Base Dimension (min) • Z = 45.8 in Height of Unit SIDE VIEW Zc„rb = 14.0 in Height of Curb, where occurs Load Combinations: X,y = 24.1 in Center of Gravity Seismic: Wind: v- Yo, = 16.3 in Center of Gravity (0.9-0.2Sns)D + QE 0.9D + 1.0W Zo, = 22.9 in Center of Gravity (excluding curb) (0.6-0.14Sns)D + 0.7E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: Fi, _ 0.4ar,S„,Wr, ,1+2 z)= 116 lbs . 1.6S„,..Ir,Wp = 371 lbs OK Rpl ' h > 0.3SoslpWp = 70 lbs OK Base Shear, 52V„E = 116 lbs Seismic, QE Wind: V„w = 280 lbs Wind, 1.0W V,,BASE = 280 lbs Wind, 1.0W = 168 lbs (ASD, 0.6W) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity = 5% Anchor: dx dx"2 dy dy^2 ex = 2.4094 in ey = 1.6313 in 1 24.094 580.51 16.313 266.1 Mx_x = 279 in-lbs My_y = 189 in-lbs 2 24.094 580.51 16.313 266.1 Y-Direction X-Direction 3 24.094 580.51 16.313 266.1 V1,3 = 32 lbs V1,2 = 32 lbs 4 24.094 580.51 16.313 266.1 V2,4 = 32 lbs V3,4 = 32 lbs 2322.04 1064.39 Wind: V1,2,3,4 = 70 lbs Max Yu,ANCHOR = 70 lbs Wind, 1.0W = 42 lbs (ASD, 0.6W) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 4275 lb-in Seismic, QE Net Tension: Tx* = 34 lbs Wind, 1.0W Mres,x = 6168.8 lb-in Seismic, QE Ty* = 75 lbs Wind, 1.0W Mres,y = 4176.5 lb-in Seismic, S2E Wind: Mot = 8363 lb-in Wind, 1.0W Max Tu,ANCHOR* = 75 lbs Wind, 1.0W Mres,x = 7286 lb-in Wind, 1.0W = 40 lbs (ASD, 0.6W) Mres,y = 4932.9 lb-in Wind, 1.0W *Negative (-)values indicate there is no net uplift • V V L M K project 1,1 lob#: �' ! i B Date: 0/ J•�p �F1Ct- t -: {" C ll?.n ) �� Y 1( } 7 J SheCtu:C-11 ENGINEERING•DESIGN . ( • . , A " = 4'-D ;L7'l' 'a L Y Ur A:Pwt> 451;281. pi _ tG;T t;r; r <ij( .:t+? ')PJ T • i ',I A rr �-�{{ cti-),y1 }�-C'i.. T`f:r1 (.. �, f 7,$J1 FIt.;C11P`. d'-;>. nl t r*rf t1t= 7 I r _ �l ' r�yy .�.. �• ...r .?., _t'_F>5 i p,?��.G 4-r` 'ems r :7 ii C1.2 '� #z.C�' 6 f-**-icx)7,, F:.i. ktLaf, w i uu i > A�� r a� ��; '�t t I 1 • : i • 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fox: 503.248.9263 www.vlmk.com • Project Title: Terex HVAC Engineer: E.Olds EIT Project ID: 20200340 Project Descr: C-12 Printed 1 JUL 2020,12:42PM - --- - File=G?Acad2020120200340102CaIcWations120200340.ecfi General Beam Software copyright ENERCALC,INC.1983-2020,Buiild:1220.2.28 . Lic.#:KW-06002728 VLMK CONSULTING ENGINEERS DESCRIPTION: (E)Purlins at AC Unit General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 28.0 ft Area= 10.0 in^2 Moment of Inertia = 100.0 in^4 D(0.1 575) D(0.1575) D(0.05063)Lr(0.15189Z__ a --- r 418 Span=28.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.010, Lr=0.030 ksf, Tributary Width=5.063 ft,(Existing Roof) Point Load: D=0.05750 k @ 12.620 ft,(Existing HVAC) Point Load: D=0.05750 k @ 15.380 ft,(Existing HVAC) DESIGN SUMMARY Maximum Bending= 20.573 k-ft Maximum Shear= 2.893 k Load Combination +D+Lr+H Load Combination +D+Lr+H Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Location of maximum on span 14.000ft Location of maximum on span 0.000 ft Maximum Deflection Max Downward Transient Deflection 0.730 in 460 Max Upward Transient Deflection 0.012 in 28991 Max Downward Total Deflection 1.005 in 334 Max Upward Total Deflection 0.003 in 129369 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.126 2.126 Overall MINimum D Only 0.766 0.766 Lr Only 2.126 2.126 L Only S Only W Only E Only H Only Project Title: Terex HVAC Engineer: E.Olds EIT Project ID: 20200340 Project Descr: C-13 • Printed: 1 JUL 2020,12:49PM General Beam File=GAAcad202012020034o102 Calculations120200340.ec6 Software copyright ENERCALC,INC.1983.2020,Build:12.20.2.28 . tac.#:KW-06002728 VLMK CONSULTING ENGINEERS DESCRIPTION: (E)Purlins with AC Unit General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 28.0 ft Area= 10.0 102 Moment of Inertia = 100.0 in^4 D(0.06675) 00.06675) c-.- D(0.15063)Lr(0.151I189) X ° s X — a 4.8 Span=28.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.010, Lr=0.030 ksf, Tributary Width=5.063 ft,(Existing Roof) Point Load: D=0.06675 k @ 12.540 ft,(Existing HVAC) Point Load: D=0.06675 k @ 15.460 ft,(Existing HVAC) DESIGN SUMMARY Maximum Bending = 20.684 k-ft Maximum Shear= 2.902 k Load Combination +D+Lr+H Load Combination +D+Lr+H Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Location of maximum on span 14.000 ft Location of maximum on span 0.000 ft Maximum Deflection Max Downward Transient Deflection 0.730 in 460 Max Upward Transient Deflection 0.012 in 28991 Max Downward Total Deflection 1.010 in 332 Max Upward Total Deflection 0.003 in 127187 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.126 2.126 Overall MINimum D Only 0.776 0.776 Lr Only 2.126 2.126 L Only S Only W Only E Only H Only VV L M K Project. Terex HVAC JMMit 20200340 By: ERO Dale: 06/2020 Sheol A: C-14 ENGINEERING • DESIGN • v4.01 -Software Copyright 2020 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design - Outdoor AC Unit Based on the 2018 International Building Code and ASCE 7-16 DESIGN INPUT Seismic Parameters: Sps = 0.690 g Design Spectral Response Acceleration I x I 4 = 1.0 Overstrength Factor [ASCE Table 13.5-1 or 13.6-1] •3 ,I 4 • - ap = 2.5 [ASCE Table 13.5-1 or 13.6-1] Rp = 6.0 [ASCE Table 13.5-1 or 13.6-1] -I-OR v Yeg Ip = 1.00 [ASCE 13.1.3] - z = 22 ft Attachment height from base of structure • 1 2 • h = 22 ft Average roof height of structure from base I Xcg Wind Parameters: PLAN VIEW PHORIZ. = 14.0 psf Design Wind Pressure (psf), 1.0W PUPurr = 8.4 psf Design Wind Pressure (psf), 1.0W Mechanical Unit Parameters: _EKG Wp = 267 lbs Total Weight `I Zcg X = 35.0 in Base Dimension (max) ' ' Y = 35.0 in Base Dimension (min) - Z = 28.9 in Height of Unit SIDE VIEW Zcurb = 14.0 in Height of Curb, where occurs Load Combinations: X, = 17.5 in Center of Gravity Seismic: Wind: Yc9 = 17.5 in Center of Gravity (0.9-0.2Sp5)D + QE 0.9D + 1.0W Zcg = 14.5 in Center of Gravity (excluding curb) (0.6-0.14SD5)D + 0.7E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: 0.4ap S°S W ( Fp = p I 1+2ZJ= 92 lbs <_1.6SpsIpWp = 295 lbs OK Rpllp l h >Q 3SDSIpWp = 55 lbs OK Base Shear, SQVa = 92 lbs Seismic, OE Wind: Vuw = 146 lbs Wind, 1.0W Vu,eASE = 146 lbs Wind, 1.0W = 88 lbs (ASD, 0.6W) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity = 5% ''` Anchor: dx dx^2 dy dy^2 ex = 1.75 • in ey = 1.75 in 1 17.5 306.25 17.5 306.25 Mx-x = 161 in-lbs My_y = 161 in-lbs 2 17.5 306.25 17.5 306.25 Y-Direction X-Direction 3 17.5 306.25 17.5 306.25 V1,3 = 25 lbs V1,2 = 25 lbs 4 17.5 306.25 17.5 306.25 V2,4 = 25 lbs V3,4 = 25 lbs 1225 1225 Wind: V1,2,3,4 = 37 lbs Max Yu,ANCHOR = 37 lbs Wind, 1.0W = 22 lbs (ASD, 0.6W) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 2622 lb-in Seismic, nE Net Tension: Tx* = 3 lbs Wind, 1.0W Mfes,x = 3560.4 lb-in Seismic, 52E Ty* = 3 lbs Wind, 1.0W Mfes,y = 3560.4 lb-in Seismic, QE Wind: Mat = 3137 lb-in Wind, 1.0W Max Tu,ANCHOR* = 3 lbs Wind, 1.0W Mres,x = 4205.3 lb-in Wind, 1.0W = -2 lbs (ASD, 0.6W) ^ Mre5,y = 4205.3 lb-in Wind, 1.0W *Negative(-)values indicate there is no net uplift R-1 EXISTING UNIT - ' Physical data 5.0 TON UNIT SORQ,PQ 006 _ 0 008 OPERATING WEIGHTT (Ib) Unit SORQ (no plenum) 460 765 Unit SOPQ (plenum) 590' 925 With Economizer 620 955 Roof Curb 175 225— _ COMPRESSOR Carrier Full Hermetic, 2 Cylinders No. ._Type 1 6P 2 6P Copocity Steps_(%) _ __ 1--- _ 0! 100 _ _ _ _ 0, 50, 100 - REFRIGERANT R-22 I R-22 Charge (Ibs) Sys`l, Sys 2 - - __ - 9 2, _ _ __-1 _ 6.4, 7 0 . — OUTDOOR COIL 2-Row, Copper Tube, 15 Aluminum Ploie Fins/in Total Foce Areo (sq ft) _ _ 11:7 _ - 17.0 _- — _ _ OUTDOOR AIR FAN Propeller Type, Direct Drive Nominal Cfm 4000 7000 I 22 I Motor Hp...Kw %...0.8 °�...l.l INDOOR COIL Copper Tube, 15 Aluminum Plate Fins/in • Total Foce Area (sq ft) 4 0 6 56 Rows _ 4 _ �_ INDOOR AIR FAN T One, Centrifugal Adjustable Belt Drive Size (in.) lOx9 12x11 Nominal Cfm 2000 3000 Rpm Range Std 920-1300 690— 980 Alt 1070-1460 805-1093 Moir Allowable Rpm 1600 1500 SFan Pulley Pitch Diem (in.) Alt A 9 0 12 Alt 9 0 12 Center Line Distance (in.) 15% 16% Motor Hp (Nominal 3450 rpm) Std % 1 Alt 1 1% Mox Bhp Std 1 18 1 69 Alt 1.69 2.11 0 INDOOR AIR FILTERS (50DP) TYPE )0%efficient, Disposable Fiber Glass r No. ...Size (in.)* 2 . 20x25x1 2 20x25x1 _ 2 16x25x1 __ 'Factory installed in plenum Unit 50R0,PO008 will accept 2-In thick Filters,field supplied Typical piping and wiring .- Li -r:-. �11'f DRAIN (HIDDEN) "� i `_ (MUST BE TRAPPED)" • ' OJN7ROL _ ' WIRING II—�.Y, l hill'. POWER i�r1L1 ;F%rlii::"r WIRING ,yROOF -;i7 1;`.'" r900D CURB .ii� % � �. ELECTRIC +x+:::::: . HEAT . '�' � n �- � lji �\ \ *T 4 I « 9 .1 'i SUPPLY '¢- `! '' • Ocr 000•R•F•AK' NOT€S AIR'FI.(Nd * :: 3 f3lustr eo'r s•owa x a gece't cy.,ide aAix f�d rs not ,n ancad for o tc ctudeall� tNW.CR^kiF At ti ,•detatts farur•spear.:c tnsta,o .tir: }, AiR FL07P 2. t;asrs£a't1a rur mp3> with 0 gt'q '''Msble cod . 5 • _mmielp R-2 ``'Ri ysfr 11 d,#;t� EXISTING UNIT BASE UNIT_50QJ __~-•__.W. 004 005 006 _---- NOMINAL CAPACITY(tonal 3 4 5 ______ OPERATING WEIGHT(lb) Unit 490 500 520 With Economizer 524 534 554 Roof Curb • 115 115 115 . COMPRESSOR Reciprocating Scroll Quantity 1 1 1 .._.___OII(oz) ___......-_�.V. _-- .._.._..—...._...__�..__.—.—t.— 45 60 I 75.._. REFRIGERANT TYPE R-22 Operating Charge(Ib-oz) 5-11 I 6-3 I 8.5 OUTDOOR FAN Propeller Quantity...Diameter(in.) 1 ..26 1 .26 1 .26 Nominal Cfm 4100 4100 I 3800 • Motor Hp...Rpm _---.� 'h 850 '/3 850 '/3 850 OUTDOOR COIL Enhanced Copper Tubes,Aluminum Fins,Acutro'Feed Device Rows...Fins/in. 1.. 17 1 ..17 2.17 Total Face Area(sq ft) 12 25 12 25 12,25 INDOOR FAN Centrifugal Size(in.) 10x10 10x10 10x10 Type Drive Sid Direct Direct Belt Alt Direct Belt Belt Nominal Cfm 1200 1600 2000 1 Maximum Continuous Bhp Sid 34 81 1.70 Alt 81 1 30 1.70 Motor Frame Sid 48 48 56 Alt 48 56 56 Nominal RPM High/Low Std 860/845 1080/970 — Alt 1080/970 — — Fan Rpm Range Std — — 875-1190 Alt 800-1130 930-1260 Motor Bearing Type Ball Ball Ball Maximum Fan Rpm 2100 2100 2100 Motor Pulley Pitch Diameter A/B(in.) Std — — 2 8/3.8 Alt — 2.4/3 4 2 8/3.8 - Fan Pulley Pitch Diameter(in.) Std — — 5 5 1 Alt — 52 5.2 Belt—Type...Length(In.) Std — — A 40 Alt — A 40 A..40 Pulley Center Line Distance(in.) Std 14 7.15.5 Alt — 14 7-15 5 14 7-15 5 Speed Change per Full Turn of Std — — 63 Movable Pulley Flange(rpm) Alt — 66 66 Movable Pulley Maximum Full Turns Std — — 5 From Closed Position Alt — 5 5 Factory Setting—Full Turns Open Std — — 3 ' Alt — 3 3 Factory Speed Setting(rpm) Std 1005 Alt — 930 1065 Fan Shaft Diameter at Pulley(in.) — s/s s/e INDOOR COIL — T— Enhanced Copper Tubes,Aluminum Double Wavy Fins, Acutrol'"Feed Device Rows...Fins/in. 2 15 2.15 3 15 Total Face Area(sgtt) 55I 55 55 HIGH-PRESSURE SWITCH(psig) Cutout 428 Reset(Auto.) 320 LOSS-OF-CHARGE/LOW-PRESSURE SWITCH (Liquid Line)(psig) Cutout 7± 3 Reset(Auto.) 22± 7 OUTDOOR-AIR INLET SCREENS Cleanable Ouantity_..Size(in.) 1 20x24x1 RETURN-AIR FILTERS Disposable Quantity...Size(In.) _.. 2.16x25x2 LEGEND Bhp—Brake Horsepower 0 4 R-3 EXISTING UNIT 530.46-N4Z TABLE 7-UNIT WEIGHTS UNIT UNIT CORNER OPERATING WEIGHTS MODEL SHIPPING OPERATING (lbs.,location,see Figure 4) DYA WEIGHT WEIGHT (lbs.) (lbs.) "A" "B" "C" 018 365 360 91 88 89 92 024 365 360 91 88 89 92 2.5 TON D30 395 390 98 95 96 99 3.0 TON D36 400 395 100 96 98 101 042 405 410 104 100 101 105 048 475 470 119 115 116 120 060 480 475 120 116 117 122 CORNER"D" CENTER OF GRAVITY CORNER"C" CORNER'A" FRONT _ _ ��� OF UNIT ll . 24 47Y4 491/a 25 FIG.4- CENTER OF GRAVITY CORNER"B" • TABLE 8-ELECTRICAL DATA VOLTAGE COND. SUPPLY MAX. MAX. LIMITATIONS COMPRESSORAIR MINIMUM FUSE HACR UNIT TRANSFORMER MODEL POWER Q FAN BLOWER CIRCUIT SIZE, BREAKER POWER SIZE(VA) DYA SUPPLY MOTOR, MIN. MAX. RLA LRA FLA MOTOR, AMPACITY AMPS SIZE, FACTOR FLA O AMPS 018 208/230-1-60 187 253 9.0 48.0 1.1 2.2 14.5 20 20 .96 40 024 208/230-1-60 187 253 11.5 60.0 1.1 2.2 17.7 25 25 .96 40 030 208/230-1-60 187 253 14.7 73.0 1.1 2.2 21.7 30 30 .96 40 036 208/230-1-60 187 253 17.3 94.0 1.1 3.5 26.2 35 35 .96 40 042 208/230-1-60 187 253 20.5 120.0 1.1 3.5 30.2 40 40 .96 40 048 208/230-1-60 187 253 24.4 140.0 1.3 7.0 38.8 50 50 .96 40 060 208/230-1-60 187 253 32.1 169.0 1.3 7.0 48.4 70 70 .96 40 036 208/230-3-60 187 253 10.9 78.0 1.1 3.5 18.2 25 25 .96 75 042 208/230-3-60 187 253 14.1 110.0 1.1 3.5 22.2 30 30 .96 75 048 208/230-3-60 187 253 14.1 105 1.3 7.0 25.9 35 35 .96 75 060 208/230-3-60 187 253 19.3 123 1.3 7.0 32.4 45 45 .96 75 036 460-3-60 414 504 5.8 40.0 0.6 1.8 9.6 15 15 .96 75 042 460-3-60 414 504 7.1 54.0 0.6 1.8 11.2 15 15 .96 75 048 460-3-60 414 504 i 7.1 55.0 0.7 3.5 13.1 20 20 .96 75 060 460-3-60 414 504 i 10.0 62.0 0.7 3.5 16.7 25 25 .96 75 036 575-3-60 518 630 4.5 32.0 0.4 1.5 7.5 15 15 .96 75 042 575-3-60 518 630 5.8 44.0 0.4 1.5 9.1 15 15 .96 75 048 575-3-60 518 630 5.7 45.0 0.6 2.8 10.5 15 15 .96 75 060 575-3-60 518 630 7.9 50.0 0.6 2.8 ' 13.3 20 20 .96 75 Note;Electrical data based on 109°F outdoor air ambient temperature. O=Utilization Range Win accordance with ARI Standard 110. O=Dual element,time delay type. - GJ=If economizer or motorized damper are to be used,75 VA is required.Refer to price pages for future details. Unitary Products Group 7 - l EXISTING UNIT Certified Drawing For 5T AC Project: -Untitled207 03/22/2019 Prepared By: A m. - AIR DISCHARGE 1 - IAIR Di_... —F OISCAARGE 0 c��1ELD PONEA StlPPLT(Oda. •FIiIIIIIIIIUJJIIIIIIi I I5I III-IsSti a:�eA6 FIELO7LS PLYon —�iz: ,, hmlldlll�ll�lllllllllll 1 1i LIWIOtl illM %,:k...,_•;;;;,.1 �__'1 _ ,.J■■■ IIIIIIIIIIIINIIIIIIIIIIIIIII . . ,, j 3 31P 3 72' Ef�M■ 1 q\C?z' 7 / 19f61 16E61 = if O16 `\�•- l + E6CYAPOR LINE cam I f Y s) 4 1 13216' I{ 16.11 NDTES: X 11221> 6 I •1 m*49-SI TIEDOdI NIOCRgI1S 121 PLACES • t_ALLOW 24'4Btl9.63 CLEARANCE TO SERVICE SIM OF UNIT,le(121s21ABOVE UNIT. 2.mark OF ORAVIIY el. 2 131 171 ~ i R I V 6'(s52.41 ON ONE SIDE.er(3N.6)ON REMAINING SCE,AND 2P(6O95)BETWEEN UNITS FOR PROPER AIRFLOW 1 SERIES DESIGPATt N IS 714E 13714 POSTE/N OF THE UNIT 6,400EL NUMBER. Outdoor Model Unit Model:_ 24ABB Shipping Dimensions and Weights Outdoor Unit Unit Size: 5 Tons(Size 60) Height 33.19 in Voltage: 2081230-3-60 V-Ph-Hz Width 33.31 in SEER: 13 Length 33.31 in PartNumber._ 24ABB360A005 Operating Weight 198.lb Shipping Weight 230. lb Dimensions A B C D E F G H I J K 31.19 in 28.69 in 0.88 in 6.56 in 24.69 In 9,13 in 0.31 in 3.00 in 16.00 in 15.50 in 12.75 in The Product and Ratings Data in this program is subject to change at any time and without notice. Please refer to the latest product literature and the AHRI directory at www.ahridirectory.org for the most up-to-date information. Residential Carrier Products Bldr 1.29j Page 6 of 10 R-4 Unit Report For 5T HP Project:Terex Reitmeier 05/07/2020 Prepared By: 04:00PM Unit Parameters Dimensions(ft.In.)&Weight(lb.)*** Unit Model: 50KCQA06A2A6-0AOA0 Unit Length: 6'2.375" Unit Size: 06(5 Tons) Unit Width: 3' 10.75" Volts-Phase-Hertz: 460-3-60 Unit Height: 3' 5.375" Heating Type: Heat Pump '•• Total Operating Weight: 650 lb Duct Cfg: Vertical Supply/Vertical Return Standard One-Stage Cooling Refrigeration Coil 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. Lines and Filters Return Air Filter Type: Throwaway Return Air Filter Quantity: 4 Return Air Filter Size: 16 x 16 x 2 Unit Configuration Medium Static Option Belt Drive Al/Cu-Al/Cu Base Electromechanical Controls Standard Packaging Warranty Information 1-Year parts(STD.) 5-Year Compressor(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 50KCQA06A2A6-OAOAO Rooftop Unit 2 Base Unit Medium Static Option Belt Drive None Accessories CRHEATER109A00 12.9/14.0 kW 460/480-3-60,9.7 kw 400-3-50 Volt Electric Heater 2 Packaged Rooftop Builder 1.51 Page 4 of 40 1 Certified Drawing for 5T HP Project:Terex Reitmeier 05/07/2020 Prepared By: 04:OOPM ,oleJ. �� �mllt plrofi i�w i 1 p xa".�i lgnr'�if6irz'i or , DIENS IONS AIL ID tKES DINENSINS DRAWING REPRESENTS PRODUCT BUILT AFTER 01IG /2017 ���,LN`a' rpo sNom oSW M ,Y i11V Ytl TA I 1 AN I1 NILLINCIIES {STARTING WITH SERIAL NUMBER 019 7. . . ) SEE DETAIL "E" 1.s (EVEN OF NNWCO1NtctIOI SQ[S -0 I 1 we 13E1 DU FIELD NONU SPPLI NOTE 1 if•[C1tON or AIE.TLM WET l 1 [J M7Po D 2.15e1 OD PEW WSW NO NNI spICWd1 IS 96 1A IN I.-�•ALL TIN MINI C5IAS 3Rd Ma IT 13r11 C 1 J)P ICI I DIA VON ACCESS RE MINDS 1a1 VI I 11al - 1111r6 • A KNOWN NAL NOD I ' D It1•MI IIIIC FIELD Cp iMt nets.0.[ T.e»1 ❑m Gem (OPTIONAL: W2Cp D1 H-81 WO 16 F SIP-f1 e2T CQMNMEF MN n d511 -- �---)3-sea NM 6 t,r!'!NI DU POW NMI plOCN-0eT 63n I - .. AMIN Ali t , I TIIN-TDE-BASE NOT i 'NM INES VENOM Fp1 USE :,N, ur CE6tMN6NAp1 �.7"}}Il��',. . �� - umto ale MINED n#L IN'S NNE // ��)) pp CONDUIT SIZE USE SIRS tNAL 1 �I .. �/��I� ; •, t . ,A2• MY Ile•111.11 • '/51 • • I ut' NV in•1St.21 �� �•• I( I. 1 SW POEe 7-P/C'IN 61 III711 CDACf31LLSAl[ r r�/+ I FUF1rT1Xis FMEai1A1,iKAi[Ai60�Yi0h • 'E1+IN PLRK E+511 -- 12 f / \ tiosavu sow ama AID t6-VI AIU u-L) As! U6\ ISM11.112 I •- SEIAS BAR `I i • • 4 ! E2U31 .. . .. . .. 16-1)1 2I 234/1 / •6.121 -- . —3.112 E2561 ' EEp/I / Il3er y .4 CM J s4. � . ie-,re 3613 RE DETAIL E tUSI TOP ..--I SNIEI S .-•—WIN —P+ 11T2,11 7f 1-see L1,1J lECTR[CAL CONIEENSAIE fNl1 1-Il1 MIN r CSn D]SC•wECT L LtNAIlp1 �--=� MI Ca1eUSEe ONIONS INUS I .E.f FK2UN I INTROS D•I .s.,r• COIL MINUS CRC COIL WIN Zw y 111 il D upX,:I NOON SLOVEN1101 T13f1 p211dM1 DEEM PANEL SUN-- AIR AU SKIM INSTILLED � 1111_ r CCASEXIEKI j prTS7•E OUTIIT , d111 I E3>11i -,�. 21{SHI,M� 6 y� - — EMI e[eia I I I.1 NAMlr)•UNN i I I IM I I I iIA I1553 I•!1•i•itir 3r1 16-sic Nu;1-- �.oDLI 1-sr/ • sI nut NMns22 IIP [vEl It-OIl. •,j Rare Itetl 11111111 31.111 6AM1URIC LEFT FRONT n1e,I ELLOS sumo All *Mot RIGHT AU 110 C1A111(ICAYIOA SEC! WE li)uaDE1 SONG•DA-DS SINGLE IONS ELECTN IL etv 8.5. FCCN.NSR 1 OF 5 e-2e-2.16 1-71-2071 NEAT PI3NP NOCSOpU3 A Packaged Rooftop Builder 1.51 Page 5 of 40 71 En Certified Drawing for 5T HP Project: Terex Reitmeier 05/07/2020 Prepared By: 04:00PM r^ v n R 1I t 1NM.1r R IN.ID(TC1rRN 7.N 1 r_{RI1M�t tJ 6t'�llp �NRtI fMRW tW ll 316. 0111 C11.111I cW10d COMA CONTI c.i. 1116Ni i �i a NNNr: 'd'K°i 1a r to OM♦ 1EIWA KIWI. 10/4M 16t NI3NE Kt 1014NE.11 (�� � Cit. N. I1 4. .4 ie 1H II X 5 *33 .6. 1 1 7 NIEONf HI 711 IN 41 IU 31 116 13 1N 51 316 11141 Si (GM14 Pn i NKO.0 Nd ft1 III 13 u1 64 17d Si 1.7 a $)I 1tl 1N71 11 'II 11i 13157 II 16117 13711 5086.04 44 716 115 15 155 N 141 Si 151 17 35 1N($4E1 1110[171) 76 3N 15211 t 183I00114 OUT NEIRT 13 EMIT Ecicttlt K..14 N11I19217....GIN —..—_--- . Rik OWE 0.1101t.0 4Cet55W1(3, $iEI 10 18E reWUE1 0313 4.1444 NKR 1 WITH ECONONIZEF RA 1)161 ' 1 t • ' i CORNEA A CORNER 8 WITHOUT i ECONOMIZER [t4wvver x�- 0— .vn4•n i 4•nW4 am IP — i CORNER D�► �''cANER C LEFT RIGHT I— I- 1 TOf i i I i -sn FRONT i (NMI ti DOTES: 1 E41 4L N11118.51.111010t LOC4 COOS W 2.11141011043 MO •t[..It. © J IMO 111114CIAIMILE MOON STIR OPd4TM6 IC O O ('-] E I: O O V SWAM 15vdIC1kR MIS) Naua [3l MMM urwlwrt POW 48 (t tt7.i.1 368 1114.7)1 IS (45'111 LIFT 18 (tZ19rts) 1? (106t4N1 18 C451901 FROVr MCI 18 (1711NN1 1t t+867N11 t8 t157iN1 MCC WHIM 36 Eft WO 36 1114m1 78(Wm) IM IT 16 (It 11l1 36 181401 18(157N4) TOP 1? tt8INw7 /t(I82INN11 72 (1621,N7 1i I11c CL.3tl(tt.ttoe 581Et N1] 3V11c30[i eb U.S. CCCNth3R I 7 0r 7 ' 5 71 l816 897-IOti I 506C0 61-O611E4`1. ME ELECTRIC 16NC)00761 A Packaged Rooftop Builder 1.51 Page 7 of 40 X 6 1 r R-7 Unit Report For 3T GP Project: Terex Reitmeier 05/07/2020 Prepared By: 04:OOPM Unit Parameters Dimensions(ft.in.)&Weight(Ib.)""• Unit Model: 48FCDA04A2A3-0AOA0 Unit Length: 6'2.375" Unit Size: 04(3 Tons) Unit Width: 3' 10.625" Volts-Phase-Hertz: 208-1-60 Unit Height: 2'9.375" Heating Type: Gas Total Operating Weight: 482 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 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 Al/Cu-Al/Cu Base Electromechanical Controls 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 48FCDA04A2A3-OAOAO Rooftop Unit 1 Base Unit Direct Drive-EcoBlue- Medium Static None Packaged Rooftop Builder 1.51 Page 16 of 40 Certified Drawing for 3T GP Project: Terex Reitmeier 05/07/2020 Prepared By: 04:OOPM qY tl a r(11 T1 Ia tali manna a al 31 Hatay a wow, reJl[`, tlNfi J _N -2 „KIMY,x[laaa047'a Ayl.or mnit�ay Liter M<a t .I M 01%Laf4 a uy[9mow 1 DIH(MSIOXS AM IN INCHES. OIME31091 mom `33 VD IS 51! • ' _ --_- IN 1 I API III MILLIMEffRS E (Sill 14r21 .4 CFHill Of GRAVE, i1e1C1.05 113 11 a u6 .... CAb((110D SIZES 1 L-. 191 I3111 33J1! A I IIa' (151 CIA FIELD HOER SUM 1 1O1.( 11)IR II I16 (Mal DI PEC1101 Of AIR ILO, 1Af(••D1 18111 13111 R A' 1601 DIA POIER SUPPLE NNWMOOT 11li(u91 11 111 t! 21 1 .1,5 _.. _ r. . 1 C 1 3f1. 1511 DIA GAUGE ACCESS PLOD 110.11 to 11 - —� r (CO110MIE0 MOOR i-j`)-k�All vIH DRANH U51AG 3ED ARM let it • IOPi1diAU r .G 0 i/P 1221 DIA 11RU CONTROL■[t ING HDLF T [I 11911 ! 51/' II RPI COAGAS(NsAir0011(GRAIN 2N-5 x 1 ter 11 NIT GA5 LUTRICTIOX ir Adr fN 11Rx e 0 1 Ill' 1641 DIA PONE SUPPV AXOCA-GUI f INNU ixh BASF CHART IxE SE*MS REHIRED EON USE i W f01i1r Klun (NAIIR001A00. MOO Rn3 AIR THREADED 11 AE R(0 0 KKOLE Jplj .. I -{ CON6UI1 SIR USE 61fES 1MAI,t i • ONE it 11: v 061 If• AMR Llle (I6.11 % MI --I I M I(J : 'I13IA 111a1 IA 1001A001 lli'1E1�GAS 1 11A I511.61 01,1 R --] DRAIN OPINING 11511 y - FOR'1001.1M1•1ASE0RX'IACIOII OR1(0N. 1---- --- - 1111 t IN DASFPAX \ SNAKY AIR 16151a SUPPIr FITTINGS fW ONLY X. Y. !2 AR(PROVIDES AIR 1006a001 PRURIOES 3l1'PPG IXRIJ CORD 1A111 - ��l- :� • FLANGEIHITTING I1691 1J 1 1 1191J1 SEC TM 1N1 e , — - - 111r1 (i911 I RASE CMARt t_ 1. ..._1_ A '. �.y,. . . ID•l/e -:R((3l1-� L I11 6 IIA Mil rr 1a011 lRl1. I.501 .. \•—(Ila 12.1,e I1011 IIDfd L 1.101r A __--..1 .L----to to r fe-!la T 16151 1169E •A 516 TOP Ern,' 1 STD I - COND(X6All t0-il0 I .it(CIRICAL DRAIN 16751 i 1751 OIGCOYMECT _ -- r a ELOCATION �v - 'i „LIAR CORDES(R Al ,.a.6 opt!ORAL CONTE%DOY COIL I TACIORY - ACCESS Noe' 1f 11R 15 31A INSIAIIID ^- INDOOR DLON9 IC 531 �� ALCM.PANEL E111 RE IUA�,' OISCONRIfI �" ;APPLY A!R AIR rnev10ui4[r ill .._D _... —? �. eP.XDLE IlOflaII1I ( _... ...�I' TI IH • I, L t —_ L1 15191,AIR our51M n i .. _ Y 116R1 Ile t �0I�50 !ram= 611� 1 4.1 t _. - 5J/A "Mil 6-34 11 ri1 NANDIE-� 7 6'311 L aaro (IAu IEu n.el 1E661 (6101 LEFT 11-I1A ti 31 DRRGNETHIC 11A/11 — t1961 NIL:LE Etta FRONT sum t•I1NI1 AIR I6,RETURN ir RIGHT R ITC CIA55IP1CAIEON SKEET OATS RUPLICC0CA INPC Cl 00 SI Nf>LE PALE` C'A If,0.L R11 COOLING NITH G'. 10TC003033 A U.S. (C CN:NSR 1 OF 3 09/OLIO 06121l70 _ Packaged Rooftop Builder 1.51 Page 17 of 40 xi d I Certified Drawing for 3T GP Project: Terex Reitmeier 05/07/2020 Prepared By: 04:00PM �C[Et \ 1/NE [l r l[v 4[F u I L m1N- ym" a l IpiE iix6s 0�•^C w- tlCr < AI Is of E 6 _ ss w a'wcr b.<as 1 n1 / 1 L(OH a CI olsam-o OR ulED L(v.l¢a wxnw SID. E] • COANEP CORM (GONER( CORNER C y Il. II O ma„ar• I - 1 r4insni- UNIT WEL6Hr • WE1tiN1 (AI WEIGH-i01 1616H1 ICI WEIGHT 101 LO:. Kb LB KG. LBE. KG. LOH KG LB 3L KG. ` I 48EC140e 182 219 113 51 1'.7 _51 1,3 58 1E5 -' 17 518(9d01 24 "llb 11231 19 ale Ie611 3818,705 543 2C%% 138 61 133 60 13L III 138 HO 36 II? 19/11 23 310 15741 18 11571 1813•406 55o 252 112 61 136 62 13R 62 141 61 36 112 19211 Z3 316 15141 `6 11511 4PFC<.Ol III 275 IDE 73 115? 61 141. 54 151 11. ''6 13111 22 Ill 15121 1I IL alb 14P2] . 'IAUGARC UN]] W716HT 1:WITH LID 61., HEAT AHD WITHOUT PA'.NAGIN6. E R OTHER OPI IOHF AND A{LE;'.PREEN. 13«<4 10 7RE PROW LI DATA LATHES'.. BACK R12 I/2 \ .WITH ECONOMIZER _ BA. K [ 181 1 WITHOUT 3_—_, ECONOMIZER HOOD ECONOMI-FR CORNED A - CORNER B OPTIONAL DOOR V IOPTIONALI WING \ o 7 _ • i �.. .\ RIGHT 1' r ----- - LI FT CORNER D —I [uRNER 1. - — _ N TOP °"'41 FRONT 1 I - I NOTES �1 p 1_ TUR ALL HININIIN ILEARANfFS LIICAL CVI'PA IURISDIC'lON`�445 PREVAILboor ® 1 SERVICE LIITlk SERVICE WITS+ OPERATNG rJSERFAGE °IDIICTIVEBARFIERNGNCGEWCRVEBARR9tCLEMANCE p FRONT 48 1(21 ymm] 36 [314mm7 16 [457ma] �Q11 �� f= - �1��'28 -- - LEFT 48 11219mml 42 11067n1mt 16 I457mm] - 42 I10oimml Iv (157mm] BACK 48 [1219mmi FRONT - BACK W/F000 3i1 1914mm1 36 [914mm1 IF 145711m1 RIGHT 3E [914mm7 36 [914930I 1£ 1:57mmi TOP 72 [152913111 72 118291mn7 12 11E29m11�! ITC CIA15111C1I101 :HLLI DATE IUPEkCEDE. 46FC 04-07 SINGLE PACKAGE ELECTRICAL 111/ IBTCP03093 1 II ,;_ E=:CLN'R 2 OF 3 09,07/18 0612E/18 CODLING WITH CAE NEAT P Packaged Rooftop Builder 1.51 Page 18 of 40 CO • R-10 Unit Report For 2.5T Project: Terex Reitmeier 05/07/2020 Prepared By: 04:OOPM Unit Parameters Dimensions(ft. in.)&Weight(Ib.)""" Unit Model: 48VL-E300403 Unil Length: 4' 0.1875" Unit Size: 30(2.5 Tons) Unit Width: 2'8.625" Volts-Phase-Hertz: 208-1-60 Unit Height: 3'9.75" Heating Type: Gas Weights and Dimensions are approximate.Weight does not Include roof Duct Cfg: Vertical Supply/Vertical Return curbs,unit packaging,field Installed accessories or factory 40,000 BfUh installed options. Approximate dimensions are provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate Standard Unit product data catalog. Total Operating Weight: 336 lb Warranty Information 1 year warranty on parts 5 year warranty on compressor 5 year warranty on heat exchanger 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 48VL-E300403 Rooftop Unit 1 Base Unit Packaged Rooftop Builder 1.51 Page 25 of 40 Certified Drawing for 2.5T • Project:Terex Reitmeier 05/07/2020 Prepared By: 04:OOPM PUT uttns6N. vat tl. OMIT 1t1611 IYIIN [dr[6 9F WAnrr IV. [NIYTEtlsr3[3 11 II •P } 1 110E1-I61C1116161116)36 - ,M2114-1 if HI 133.1 13-1/1 III. }}03116 e11.1 I5-916 361.1 13-11III 3N.S 46P41-111C30111/l611)10 1611110-1 iP 336 132.1 15-311 11/1 11-13116 511.1 154116 331,6 15.13111 111,1, 1-33I+1 21-1t14 1.35/16 13611-30t333640/116)43,5436 165/136-1-36.16/1316-3.16.431-3-46 341 116.1 Sr-114 1315 11-13111 513.4 61-511/ 3e1_3 11-516 131.3 Intl 31WOE [mY1 IEb;11 L 5IG t-311IL III 50 - MIIrY 11 f)9 1 rH 6 131 11; III 111-1 A.3 pE U66 SVPII 16 MIN H.4 1i_3'1;2 56 5 III 6 136 117,1 61.3 IN.PI 1� ,3 31 I16=231IIN 116 261,511 11 1611 5,s In. 35.1 C•r[p1•L1._ 1 1. I :II"' ' MON6 1 �L. 15-15r. 0 I C6E613; i. I S• Gm e3 O[r[N I 741/ i - %/ ROM 01111116E A[ORRRi IML I-311f nods 1.1.1 MOM COIL- T , ------ N661 TO.Or WOE 11 1311.11 NET SIPE L1 um i 11H).n �L.� 4*IN Or Ilrr1/375 _.. 1lt 1ISO.11 "' _ ELSE P•IIEL if Ifla.fl _ 1a.. II S}_I] AR 6 Me IMO 1 C1 6(1 v11t5,Mtn Er@1 SISF I}E1Nf.1] U1I1 II ur61MtlFD SUAFKtS,Pp[1 F6i111 IME 11 1111.11 M rr III sLOE1 M 606t1fTE IN.LS Ir6 6TII= 1111s^a MIL COIL MM31[6 3MfICES,Pc1E1 Ell..116E _.6/VOW I) TOP VIEW ROM CLEM=M OMIIOI ND e4111010 IICXES IR] tvpp9EEAA.CO[IL*MSS 3111 31 1116,11 1(10EFri11M I[LEFECUII[1E4 fsi • " •.11 1 161f.61 Mn TOP . _II[R11.t1 11i- S I8E OPPOSITE 9�X-1 H 1111,6] ME}P31E1. 1} 1511.63f ,31lI1323 CISTIIE(F IF ill!II 211(0 L131 136. II 1391,6]r16M SILL 51-II.1 3-511 - SISTM,EXCI 551115 11110/ISLE Ill/C(pRayl5f6. E'55.51 1{f.tl� r•'I PI +-6-6.1-11[❑11.51 J11051061 II II AK Ili OR lllIIIIIII 3 71E6131661. 'COS ttl lL IIlllllll ili IIII"'il'll'I'I"II !IIIIIIIII, , / e•III 11 IIIIIIIIIIIIII� IIIIIIIIIIIIIIIIIII- 1 •c 4•/ ipiii3 tor n[.n fu. 116E EMrRL umr 1. 3 ut tcY ^' n-Isnl u•sn ( 3 I f9>.11 - - h3/11 [He.1] IIN f] 11 7 /jy1 13 ,11 N-3I11 \ ram• MI N. d� J-am / •�' '1 -• • 1 1 [15..6I 1���11'B OQ 1136.11 E . t[•yrtl t6B11[5 EOM f33.11 :13-I \ 1111 135511 P6fEL •}• MIL [flt 11 `-=R'1,2,11.P T CI.11 S-r1U 5{-Oil /1�311[ t 11t{ 6I5 ElTRl 111,51 1Ifi.` j3}.13 1-Ill 11-5/1 1-Ile 65111 loll 1 [11}3,13 1-t5/1f U51.3] I411.31 1356.11 i/ V Itt.t1 KIP LEFT SIDE VIEW F VEW lu.q RIGHT SIDE VIEW REAR VEW 38/L500e91 _ Packaged Rooftop Builder 1.51 Page 26 of 40 xi s R-12 Unit Report For 5T AC Split Project: Terex Reitmeier 05/07/2020 Prepared By: • z-t ., Outdoor Unit Parameters Indoor Coil Parameters Unit Model: 24ABB Unit Model: FB4C Unit Size: 5 Tons(Size 60) Unit Size: 60,000 Btuh (Size 060) Voltage: 208/230-1-60 V-Ph-Hz Cabinet Style: TXV Voltage: 208-1-60 V-Ph-Hz Refrigerant Type: Puron Heating Size: No Heat Outdoor Unit Dimensions and Weight Indoor Coil Dimensions and Weight Unit Length: 35 in Unit Length: 22.0625 in Unit Width: 35 in Unit Width: 21.125 in Unit Height: 28.9375 in Unit Height: 53.4375 in Unit Shipping Weight: 267. lb Unit Shipping Weight: 175. lb RESIDENTIAL APPLICATIONS This warranty is to the original purchasing owner and subsequent owners only to the extent and as stated in the Warranty Conditions and below. The limited warranty period in years,depending on the part and the claimant,is as shown in the table below. Limited Warranty(Years) Item Original Owner Subsequent Owner Parts 10*(or 5) 5 Compressor 10`(or 5) 5 if properly registered within 90 days of original installation,otherwise 5 years(except in California and Quebec and other jurisdictions that prohibit warranty benefits conditioned on registration).See Warranty Conditions below. OTHER APPLICATIONS The warranty period is five(5)years on the compressor,and one(1)year on all other parts. The warranty is the original owner only and is not available for subsequent owners. Per new Department of Energy regional efficiency standards,13 SEER AC units manufactured after 1/1/2015 can only be sold and installed in the North region. Please consult the DOE standards for product eligibility in your area. Ordering Information Part Number Description Quantity Outdoor Unit 24ABB360A0N3 24ABB Comfort Series Air Conditioner with Puron Refrigerant 5 Tons 1 Cooling 13 SEER @ ARI Conditions Dense Grille _ _ Accessories KSALA0601AAA MotorMaster Low Ambient Controller for Outdoor Unit 1 KAACH1201AAA Crankcase Heater for Outdoor Unit 1 KSAFT0101AAA Evaporator Freeze Thermostat for Outdoor Unit 1 KSAHS1501AAA Start Assist-Capacitor and Relay for Outdoor Unit 1 Residential Carrier Products Bldr 1.29p Page 32 of 40 Certified Drawing For 5T AC Split Project:Terex Reitmeier 05/07/2020 Prepared By: — A so M AIR IN AIR AIR N[StIM NISCNARGEAGE —0 771 1 1 fry' .e f/'/ /rH-'�r FIELD COVDOI 5'JPPL9 li_ • d'-L . arti_ts, B ED)03 NOLE ....' f i FIELD AVER 3u,%.1 CCNR 6I3 Ir•� 1#16 �� -r—R]N IN '/, t7N' NOLC tITN _ f/!� {L1 '!R' NNCCEOJT • S N LIN D LINE CORN . "A /' E r7 7 1ff11' 1 rre' .— r f 01)101C1 LINE CC'RN.—/I L r I 37!6'— i K i LAIR IR 2a R' IIE351t4 NNCCNOU13— :FI °LACES Outdoor Model Unit Model: 24ABB Shipping Dimensions and Weights Outdoor Unit Unit Size: 5 Tons(Size 60) Height 32.56 in Voltage: 208/230-1-60 V-Ph-Hz Width 39.31 in SEER: 13 Length 36.13 in PartNumber: 24ABB360A0N3 Operating Weight 227.lb Shipping Weight 267. lb Dimensions A B C D E F G K L M N P 35.00 in 28.94 in 3.88 in 0.88 in 6.56 in 28.44 in 9.13 in 2.94 in 0.63 in 16.38 in 16.63 in 12.25 in The Product and Ratings Data in this program is subject to change at any time and without notice. Please refer to the latest product literature and the AHRI directory at www.ahridirectory.org for the most up-to-date information. Residential Carrier Products Bldr 1.29p Page 36 of 40 x W Certified Drawing For 5T AC Split Project: Terex Reitmeier 05/07/2020 Prepared By: UNIT CONNECTION SIZES IIMI NOTE. SUCTION: 018 d 02N : Si:: I.O. TREAT 1. SERIES DESEGNITION IS THE IATR POSITION NOTE, EFOR LLOW 21.VICE°W FRONT HISd 036 3/P S I SWEAT OIY THOU 060 - Ud• i.d. BWE+i OF UNIT PRODUCT NURSER LIOUID' fie. T.D. SWEAT CONDENSATE 311• FPT 2. ALL DERF4IIONS ARE IN "W EI. UNLESS NOTED. r:'`1Ar ID ins- I1• �rIS• 1 8 _ ,S/T6"„f {�� " ile', 1 3132' - 2 tie" '" OIITLEI ai! F II dSCONh[LT M I' ONA6HA OLTWE V V CIeCUR BREAKERIIII POKER PIPING LOCATIONi/e"DI+. N.O. ALIFRXATF t ve^ Fox La vDLTAcE COTTROL kIRTNO LONER, CONTROL. 1/0•,1 )13k-.2'DIA. A.O,'S QtE: YppIR.AY A ELECTRIC XLAIER R' fOR NI4N YDLTA4CRAITS k]LL MIYE ACC[TS tlX[L TIle'DIN{OEOPO52TERSIOEA 1W0-P1CC[�••R1 ,SINS. L1• FOR L0N VOLTAGE [ADLN[TTOP VIEW I'8• CdTNOI NININGWIIDNAHELDCOYYEAIEDrE IRI6HT SIDL RETURN OPENIYO OIL ACCESS { INLET1A11116..PL MOPE[Oil UNITS ONCE, PANEL A R12' 2 SW IWID LINE CONNECTION N u116' tW ID LIxE 'E PANEL Y4 111. 3 we" • COinEfTl Oe E n - • LIW30 LINE " SUCTION LINE CONNECTICI Cp1AfCTION C— - I SHIN" I J HYAr ' M [O 7l16- y . SUCTION LINE .III 2 t/ I RUMIL mil 1,:iIP 10 /I- 1 CONEEC110v ' • . w • 1 SII^ I t 3 Is" i N r Y S' FILTER ACCESS ' • OPENING " f OPINING E ACCESS PANEL COXFIO FOR I lie"—I I 19 t3/16" ,• 0 PANL SLOPE COIL DETAILS SLOPE COILS -' 1"• CORRECTION LOCAlIOYS SNOWY RIGHT SIDE VIEW FOR UPELON to molt DOR/RFLOR OR ROM iXLET AIR LEFT APPLICATIONS RIONT APPLICATIONS ARO INLET AIP FRONT VIEW "A" COILS SHOWN WITH"A•COIL DETAILS CONVECTION DONxFLON APPLLC+TIOlS I NATIONS FOR UPELON OR HORI2. APPLICAIIONS Indoor Coil Unit Model:.......,_. __......... . FB4C Dimensions and Weights Indoor Coil Unit Size: ___. . _. 60,000 Btuh(Size 060) Height 53.44 in Voltage: 208-1-60 V-Ph-Hz Width 21.13 In Cabinet Style:_ TXV Length 22.06 in PartNumber._ FB4CNP060L00 Shipping Weight 175. lb Dimensions A B C D E F G H J 53.44 in 21.13 in 19.25 in 19.13 in 19.50 in 27.25 in 26.94 in — — The Product and Ratings Data in this program is subject to change at any time and without notice. Please refer to the latest product literature and the AHRI directory at www.ahridirectory.org for the most up-to-date information. Residential Carrier Products Bldr 1.29p Page 37 of 40Xl A 1.0 ,EjE.-A1, NO ES . ,, , LIV v` E LOANDS ROOF 3S LBS. PER Si. 1-1 , C,- -. '--' c.,. . ' -, , ',4 wri„). . . . . . . . . . . . . . U.B.T. 2 Las.. PEW S , . .7"". HASIC ZO SE,..S. '.C. . R.- ZONE 11. MEZZAH:IE ',11 LBS PER SO. ,-:, ,, T OUNDATIONS 1. ALL DOOTINGS SHALL BE ---OUNDED ON riRm UNDISTURBED SOLI . - ‘ 1-.)/(1- -izi d - 2. REMOVE, 1 . - ' M.NIUM. OVERBURDEN OF EXIISY„INt. SOIL. ..., 2. THE LAST 3" O SOIL SHALL BE kEMOVED B. LAND TOOL OPERA...LON .0 NEAT LINE. • I- -. FD07. ELEVA .....iLS AWE "BASE ELEVA,..ION" ANL CELANGES I.: DEPTH WILL < L3 FE (INDEED AS PER SPECIFICAYIONS. 11.1 5. -'0U1.DACION SIZES ARE RASED ON A mAx:num T.L. BENI—Lc PRESS. RE Q . F._ 2, J . LBS. PER SQ. FT. , — T.. NO EXCAVA:„0.. SHALL BE MADE BELOW ANY 100. .-,. 3 Cik)SE ..1A1. SLATE • I \ , ONcwE:E cr 0 „. . '0„:,'wE'..E SHALL DEVELOP A MI.:IFITTM LA', C0MPRESSriE-C1LINDER EIME.BOTH 012 , ., LBS. PER SQ. INC.?, 1'00 IL G corcRo:s MAC BE ,, ,*=2 < \/4 PSI.. Z I . CONCRETING MEIHODS. eomS AND SHORES SHALL BE IN A2:OwDA2,2E w :A ACI. "LATEST EDITIIU, STANDARDS . 0 2: _OLORE_E BEILrOACNO STEEL iww v 0 1 . ALL REINFORCING S2EEL SALL CONFORM 20 ASTM A—. .t. , E.,,R. , . W 4‘ 1-Pi 2. ALL WELDED WIRE FABRIC SHALL CONFORM -0 ASTM SPIECIFD.AG ,S A-I,, . 1.1.1 - . ALL RELKI7ORCING S2EEL SLALL PE DETAILED, FABRICATED, X - PLACED I . -1 ACcORLANCE WITH ACI DETAILING MANUAL 31 -05. . i 11 AN ALL BOOKS AND BENDS ARE S_ANDARD :MESS OTHERWISE SOW . 0 (4 0 , . ALL '1EINFORCING SHALL BE ACCURATELY PLACED AND SECURED IN PLACE. I. STEEL SHALL NOT BE LENT OR DISPLACED DOR THE COIYELIEL ( E OF a \ . . 0:11ER TRADES. - li Ci D. M.‘NIMUM LAPS - 36 DIAMETERS. 2 \\\ 2: SAWN LUMBER ' ‘5 < 1. ALL SAWN WOOD SHALL BE COAST DOUGLAS FIR, LUMNER INSTALLED MA.:; LIKE MA-FNER. F- 2. ,.4tADT-,G Do BE IN AL_CORDALE vil.,:li WCIA RULE 4-", 4-. A. PURLINS AND 2OISTS -; 1 'GRADE D.F. SEE DRAWiliuS I . Et W B. STALLARD GRADE - S"..12',)S, BRIDGING. k 0 C. ALL MEMBERS 2X AND LESS IN LEAST UIMELSION SHALL 23E K.I . < V\ EL D. PLYWOOD - STA2MARLI SEATING GR. , . ESR-1976 I Most Widely Accepted and Trusted Page 4 of 5 R-16 TABLE 2-ALLOWABLE TENSILE PULL-OUT LOADS(PNorlf2),pounds-force''2'3•6'5 Steel F„=45 ksi,Applied Factor of Safety,f2=3.0 Screw Nominal Design Thickness of Member Not in Contact with the Screw Head(in) Designation Diameter (in) 0.018 0.024 0.030 0.036 0.048 0.060 0.075 0.105 0.125 0.187 0.250 10-16 0.190 44 58 73 87 116 145 182 254 303 6 6 12-14,12-24 0.216 50 66 83 99 132 165 207 289 344 515 689 1/4-14,1/4-28 0.250 57 77 96 115 153 191 239 335 398 596 797 For SI:1 inch=25.4 mm,1 Ihf=4.4 N,1 ksi=6.89 MPa. 'For tension connections,the least of the allowable pull-out,pullover,and fastener tension strength found in Tables 2,3,and 5,respectively,must be used for design. 2ANSI/ASME standard screw diameters were used in the calculations and are listed in the tables. 'The allowable pull-out capacity for other member thickness can be determined by interpolating within the table. "To calculate LRFD values,multiply values in table by the ASD safety factor of 3.0 and multiply again with the LRFD$factor of 0.5. 'For F„=58 ksi,multiply values by 1.29;for F„=65 ksi,multiply values by 1.44. 6Outside drilling capacity limits. TABLE 3-ALLOWABLE TENSILE PULLOVER LOADS(PNovH1),pounds-force''''''"'6 Steel Fu=45 ksi,Applied Factor of Safety,52=3.0 Head or Design Thickness of Member in Contact with the Screw Head(in) Screw Nominal Integral Desi nation Diameter Washer 9 (in.) Diameter 0.018 0.024 0.030 0.036 0.048 0.060 0.075 0.105 0.125 0.187 0.250 (in.) Hex Washer Head(HWH) 10-16 0.190 0.400 162 216 270 324 432 540 675 945 1125 6 6 12-14, 12-24 0.216 0.415 168 224 280 336 448 560 700 980 1167 1746 2334 1/4-14,1/4-28 0.250 0.500 203 270 338 405 540 675 844 1181 1406 2104 2813 HWH with Serrations 10-16 0.190 0.435 176 235 294 352 470 587 734 1028 1223 6 6 '14-14 0.250 0.610 203 270 338 405 540 675 844 1181 1406 2104 6 Phillips Pan Head 10-16 0.190 0.365 148 197 246 296 394 493 616 862 1027 6 6 For SI:1 inch=25.4 mm,1 lbf=4.4 N,1 ksi=6.89 MPa. 'For tension connections,the lower of the allowable pull-out,pullover,and fastener tension strength found in Tables 2,3,and 5,respectively must be used for design. 2ANSI/ASME standard screw diameters were used in the calculations and are listed in the tables. 3The allowable pull-over capacity for other member thickness can be determined by interpolating within the table. "To calculate LRFD values,multiply values in table by the ASD safety factor of 3.0 and multiply again with the LRFD m factor of 0.5. 5For Fu=58 ksi,multiply values by 1.29;for Fu=65 ksi,multiply values by 1.44. 6Outside drilling capacity limits. • ESR-1976 I Most Widely Accepted and Trusted Page 5 of 5 R-17 - TABLE 4-ALLOWABLE SHEAR(BEARING)CAPACITY(PNslfl),pounds-force''2'3'4'5 Steel Fu=45 ksl,Applied Factor of Safety,11=3.0 Design Design Thickness of Member in Contact with the Screw Head(in) Thickness of Screw Nominal Member Not Designation Diameter in Contact 0.018 0.024 0.030 0.036 0.048 0.060 0.075 0.105 0.125 0.187 0.250 (In.) with the Screw Head (in) 0.018 66 66 66 66 66 66 66 66 66 0.024 102 102 102 102 102 102 102 102 102 0.030 111 143 143 143 143 143 143 143 143 • 0.036 120 152 185 188 188 188 188 188 188 10-16 0.190 0.048 139 166 199 228 289 289 289 289 289 0.060 139 185 213 239 327 404 404 404 404 0.075 139 185 231 251 337 427 564 564 564 0.105 139 185 231 277 356 436 570 808 808 0.125 139 185 231 277 369 442 571 808 962 0.018 71 71 71 71 71 71 71 71 71 71 71 0.024 109 109 109 109 109 109 109 109 109 109 109 0.030 125 152 152 152 152 152 152 152 152 152 152 0.036 136 170 205 200 200 200 200 200 200 200 200 0.048 157 190 223 253 308 I 308 308 308 308 308 308 12-14 0.216 0.060 157 210 240 266 362 430 430 430 430 430 430 12-24 0.075 157 210 262 282 375 468 601 601 601 601 601 0.105 157 210 262 315 402 483 624 919 919 919 919 0.125 157 210 262 315 420 494 629 919 1094 1094 1094 0.187 157 210 262 315 420 525 642 919 1094 1636 1636 0.250 157 210 262 315 420 525 656 919 1094 1636 2187 0.018 76 76 76 76 76 76 76 76 76 76 76 • 0.024 117 117 117 117 117 117 117 117 117 117 117 0.030 142 164 164 164 164 164 164 164 164 164 164 0.036 156 193 215 215 215 215 215 215 215 215 215 0.048 182 218 253 283 331 331 331 331 331 331 331 .74-1 s 0.250 0.060 182 243 276 300 406 463 463 463 463 463 463 . /4-28 0.075 182 243 304 322 424 521 647 647 647 647 647 0.105 182 243 304 365 461 544 694 1063 1063 1063 1063 0.125 182 243 304 365 486 560 703 1063 1266 1266 1266 0.187 182 243 304 365 486 608 731 1063 1266 1893 1893 0.250 182 243 304 365 486 608 759 1063 1266 1893 2531 Far SI:1 inch=25.4 mm,1 Ibf=4.4 N,1 ksi=6.89 MPa. 'The lower of the allowable shear(bearing)and the allowable fastener shear strength found in Tables 4 and 5,respectively,must be used for design. 2ANSI/ASME standard screw diameters were used in the calculations and are listed in the tables. /The allowable bearing capacity for other member thickness can be determined by interpolating within the table. 'To calculate LRFD values,multiply values in table by the ASD safety factor of 3.0 and multiply again with the LRFD cD factor of 0.5. 5For F„=58 ksi,multiply values by 1.29;for F„=65 ksi,multiply values by 1.44. 6Shear values do not apply to 5,6 and 8-inch-long'/4-28 screws,due to the fact that they are not fully threaded. • TABLE 5-FASTENER STRENGTH OF SCREWS''2.3'4'5 SCREW DIAMETER ALLOWABLE FASTENER STRENGTH NOMINAL FASTENER STRENGTH • DESIGNATION (in.) Tensile,P„/D(Ib) Shear,P„!II(Ib) Tensile,Pt.(Ib) Shear,P„(lb) 10-16 0.190 885 573 2654 1718 12-14 0.216 1184 724 3551 2171 12-24 0.216 1583 885 4750 2654 74-14 0.250 1605 990 4816 2970 74-28 0.250 1922 1308 5767 3925 For SI:1 inch=25.4 mm,1 lbf=4.4 N,1 ksi=6.89 MPS. 'For tension connections,the least of the allowable pull-out,pullover,and fastener tension strength found in Tables 2,3,and 5,respectively,must be used for design. 2For shear connection,the lower of the allowable shear(bearing)and the allowable fastener shear strength found in Table 4 and 5,respectively,must be used for design. 3See Section 4.1 for fastener spacing and end distance requirements. 'Nominal strengths are based on laboratory tests; - 5To calculate LRFD values,multiply nominal strength values by the LRFD''factor of 0.5. 3' Screw and Weld Capacities Screw Capacities Table Notes ~ 1. Capacities based on AISI S100 Section E4. 6. Pull-out capacity Is based on the lesser of pull-out capacity in 2. When connecting materials of different steel thicknesses or sheet closest to screw tip or tension strength of screw. tensile strengths, use the lowest values.Tabulated values 7. Pull-over capacity is based on the lesser of pull-over capacity for assume two sheets of equal thickness are connected. sheet closest to screw header or tension strength of screw. 3. Capacities are based on Allowable Strength Design (ASD)and 8. Values are for pure shear or tension loads. See AISI Section E4.5 include safety factor of 3.0. for combined shear and pull-over. 4. Where multiple fasteners are used,screws are assumed to 9. Screw Shear(Pss),tension (Pts),diameter, and head diameter have a center-to-center spacing of at least 3 times the nominal are from CFSEI Tech Note(F701-12). diameter(d). 10.Screw shear strength is the average value,and tension strength 5. Screws are assumed to have a center-of-screw to edge-of-steel is the lowest value listed in CFSE1 Tech Note(F701-12). screw.dimension of at least 1.5 times the nominal diameter(d)of the 11.Higher values for screw strength(Pss, Pts), may be obtained by specifying screws from a specific manufacturer. Allowable Screw Connection Capacity(Ibs) #6 Screw #8 Screw #10 Screw #12 Screw Y."Screw Thickness Design yeld Tensile (Pss=643 Ibs,Pts 419 Ibs) (Pss=12781bs,Pts=586 Ibs) (Pss=16441bs,Pts=1158 Ibs) (Pss=2330 Ibs,Pts=2325 Ibs) (Pss=3048 Ibs,Pts 32011bs) (Mils) Thickness (ksi) (ksi) 0.138"dia,0.272"Head 0.164"dia,0.272"Head 0.190"die,0.340"Head 0.216"dia,0.340"Head 0.250"dia,0.409"Head Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out li Pull-Over 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 60 44 127 27 0.0283 33 33 82 37 127 89 43 127 96 50 159 102 57 159 110 86 191 30 0.0312 33 33 95 40 140 103 48 140 111 55 175 118 63 175 127 73 211 1 33 I 0.0346 33 45 151 61 140 164 72 195 177 84 265 188 95 265 203 110 318 43 0.0451 33 45 214 79 140 244 94 195 263 109 345 280 124 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 195 370 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 195 548 - 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 214 140 140 426 195 195 548 301 386 777 342 775 1,016 396 1,067 54 0.0566 50 65 214 - -140 140 426 171 195 534 198 386 569 225 - 625 613 261 752 68 0.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948 97 0.1017 50 65 214 140 140 426 195 195 548 358 386 777 405 775 1,016 468 1,067 - 118 0.1242 50 65 214 140 140 426 195 195 548 386 386 777 494 775 1,016 572 1,067 Weld Capacities Table Notes 1, Capacities based on the AISI S100 Specification Sections E2.4 for 6. Transverse capacity is loading in perpendicular direction of the fillet welds and E2.5 for flare groove welds. length of the weld. 2. When connecting materials of different steel thicknesses or 7. For flare groove welds,the effective throat of weld is tensile strengths, use the lowest values. conservatively assumed to be less than 2t. 3. Capacities are based on Allowable Strength Design (ASD). 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, 4. Weld capacities are based on E60 electrodes. For material E2.4-2,and E2.4-4 was used. thinner than 68 mil, 0.030"to 0.035"diameter wire electrodes 9. For transverse fillet welds,a minimum value of EQ E2.4-3 and may provide best results. E2.4-4 was used. 5. Longitudinal capacity is considered to be loading in the direction 10.For longitudinal flare groove welds, a minimum value of of the length of the weld. EQ E2.5-2 and E2.5-3 was used. Allowable Weld Capacity(Ibs 1 in) Thickness Design Fy • Fu Fillet Welds Flare Groove Welds (Mils) Thickness Yield Tensile (ksi) (ksi) Longitudinal Transverse Longitudinal Transverse 43 0.0451 33 45 499 864 544 663 54 0.0566 33 45 626 1084 682 832 68 0.0713 33 45 789 1365 859 1048 97 0.1017 33 45 1125 1269 54 0.0566 50 65 905 1566 985 1202 68 0.0713 50 65 1140 1972 1241 1514 97 0.1017 50 65 1269 1269 - 'Weld capacity for material thickness greater than 0.10"requires engineering judgment to determine leg of welds,WI and W2. _ taA4rx', 4-r.--4`" 'i� - °." 4 � •' ma c`#4 .3'v ..r � ,� ' ,t4t 'r")" `V441..4.�.`- 4.�. Copyright©2014 by the SSMA . .i,:s ,7.;. ,7 :,tit a. • '-19 Standard Hanger nfR/PPLE Cable hanger with fastener for the fast suspension of a variety of services in an indoor stationary setting. NOT suitable for use in chlorinated /swimming pool environments. FEATURES / BENEFITS f , • Up to six times faster to install than traditional hanging systems j • Versatile and Simple to use k • Strong, safe and industry approved • Aesthetically discreet and lightweight • Supplied in ready-to-use kits, comprising a length of cable and pre- attached end fixing, and a Release Key a J INSTALLATION & ADJUSTMENT 1, 2. 3. Adjust 1. Adjust 2. Adjust 3. _ � Ensure a minimum 3 inches of tail cable exits the hanger. SIZE SPECS A-AP 4-C-0. • AVAILABLE END FIXINGS \ tJ,41,,, Ci I T . fa 8I � � I + ® ID For more options on available end fixings k I please contact us or visit www.gripple.com \���-UUU CABLE SPECS Dimension No-1 (inches) No.2(inches) No.3(inches) No.4(inches) No.5(inches) Galvanized high tensile steel cable to EN12385.Standard lengths from 5ft-30ft,other lengths can be made to order. MI C.63 0.71 1.0% 1.47 1.69 No.1 No.2 No.3 No.4 No.5 0.94 1,34 1.69 2.44 4.17 Cable Diameter 1/16" 5/6'4" 1/6' 3/15" 1/4" C 0.24 0.31 0.31 0.43 0.51 - Strand` 7x7 7x7 7x7 7x19 7x19 Configuration Min. FASTENER SPECS Safe Working Loads: Breaking 126 lbs 500 lbs 1000 lbs 2475 lbs 3575 lbs No.1 -upto 25 lbs Load Housing-Type ZA2 ZincMax.Safe Wedge-Sintered steel hardened to min.56 Rockwell C No.2-up to 100 lbs No.3 to 200 lbs Working 25 Lis 1 CC lbs 200 lbs 495 lbs 715 lbs Spring-Stainless Steel(Type 302) U pLoad End Cap-No.1-4:UV stabilized homopolymer No.4 -up to 495 lbs ---. No.5 upto 715 lbs Tensile - propylene;No.5;Type ZA2 ZincStrength 256,700 256,700 256.700 256,700 256,700 Screws-No.5 only:Stainless Steel(Type 304) All with a 5:1 safety factor (lbs/sq.in.) PI-51DHANGEF-US ' 1 1 ® (A ® A 0 4 ® ® Ril ® �� www.gripple.com v� ��� Grippb's policy is cne of continuous development and innovation. Gripple Inc 11611 Emily Lane I Aurora,IL 60502 I USA We therefore reserve the right to alter specifications.etc.v,tl out notice. Tel+1 866 474 7753 Fax+1 800 654 0689 Email grippleinc@gripple.com