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Specifications i RCEiVEP NOV 1S 2015 CRY o UGARD BUILDING DIVISIOis SCHOLLS FERRY BUSINESS PARK BUILDING 'S' HVAC 10565 SW Nimbus Avenue Tigard, Oregon 97223 STRUCTURAL CALCULATIONS VLMK Project Number:20150602 Reitmeier Mechanical 19570 SW 90"Court Tualatin, Oregon 97062 �.0R�cTu1q QED PROFF < '�c SS ' �5 Go, i•PE 11/17/15 OREGON c1,, (,16., r. /5, '1- \_—\. ON C. St''' , �, EXPIRES: 6/30/2016 V V L MK Prepared By: Sean Hinchcliffe,EIT November 17,2015 gv, "5 O ENGINEERING + DESIGN F' F.. - nff" ro g on > chi ip.. mis, ,,„9 , ii, ‘7:s< ....g P""e p—ri > o < fnoz !.°3)„, § § 2-26:902 r';2) d030 O� � ra � .. ' z 1 g g G`°� 1 ret 4 N tl ! r'AX9 `P "51 Y , , •� "� � E 0. $ c* B., �q ra gay + , , y@YR . 1 .% FM N.Y W. ' a) o � - i q ? S 1 it pm MI � ` am ( )d .. �t en Cos'A � I {i 'i -+n„e 1 r ti Y'' , c.q �n ,4.. ,•: aV -. Structural Calculations:Scholls Building'S'HVAC DC- 1 f±` ', �° . �-w c-.; Project: Scholls Ferry Business Park Bldg 'S' HVAC Project Number: 20150602 Project Address: 10565 SW Nimbus Avenue Document: Structural Calculations for Tigard, Oregon 97223 Building Permit TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Structural Drawing S-1 thru S-4 Structural Calculations C-1 thru C-4 Reference Information R-1 thru R-5 DESCRIPTION OF PROJECT The 'Scholls Ferry Business Park Bldg 'S' HVAC' project consists of replacing (1) roof-top mounted HVAC unit on an existing building located in Tigard, Oregon. The unit will utilize the existing curb. This package includes structural calculations verifying the adequacy of new and/or existing roof framing and details the attachment of the unit to resist both gravity and lateral (wind/seismic) forces. '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. G\Acad2015\20150602\Calculations\20150602 Design Criteria.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com Structural Calculations:Scholls Building'S'HVAC DC-2 CODES 2014 Oregon Structural Specialty Code (Based on the 2012 International Building Code) DESIGN LOADS Live Loads Roof Snow Load Flat Roof Snow Load, Pr 25 psf Snow Drift As Required Dead Loads Roof(Panelized) Roofing (existing and future) 4.0 psf Insulation 1 .5 psf Sheathing (5/8" plywood) 1.8 psf Sub-purlins (2x6 at 24") 1.1 psf Joists (30K11 at 8'-0" O.C.) 2.1 psf Girders (40G7N 16K at 48'-0" O.C.) 1.5 psf Mechanical and Electrical 1 .0 psf Miscellaneous 2.0 psf Total Roof Load 15.0 psf Additional Loads New HVAC Unit (RTU-5) and existing curb (assumed 125 lbs) 1 100 lbs Wind Ultimate Design Wind Speed, Veil 120 mph Nominal Design Wind Speed, Vasa 93 mph Risk Category II Wind Exposure B Seismic Location Latitude 45.44441 Longitude -122.78649 Seismic Importance Factor, le 1 .0 Risk Category II Mapped Spectral Response Accelerations SS = 0.973 Si = 0.424 Site Class D Spectral Response Coefficients Sd5 = 0.721 Sd i = 0.446 Seismic Design Category D Component Anchorage Factors ap Rp 1p S2o HVAC Equipment 2.5 6.0 1 .0 2.5 G Icad201 S\ 0150602\Colculations\20150602 Design Criteria.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com ,Y rxr \ ?t. *. ti c3 r,,.> tilt' ' AREA OF WORK r� ;.r �' # - . • J '� � ��` - .,.ma + c ` _, 4-... 11-' ' '•�o � y LA'. ti `n • 'S �• 13 a€-t .-,,,' ,Thi.. i 0110565 SW Nli,bus Av e _, • _ 0. --+F+t..0 +'.9)%t'a .. O - t `' O,.y0'9 �rJ W / \ E SCHOLLS BUILDING 'S' ,I 1. `" .N-'-''\'459',.., �t b xlTpY /1 �,- Ot �_. -c� . NEW HVAC UNIT AND .y� j CURB TO BE SUPPORTED `� v ��� !� , ON ALL SIDES WITH NEW --\. '�% �° ., . GG, AND/OR EXISTING '...S. , ., i-'` �, FRAMING (WT= 1100 LBS) �• y t%, 14 �,�°1 '` ®� .r 4 ' ,� fy , �, l A J W ‘1.,11N E AREA OF WORK ill \ ,11 S SCHOLLS BLDG 'S' HVAC 20/550602 11/PROJ.NO02015 10565 SW NIMBUS AVE SAH JCS TIGARD, OR 97223 'R".V L M IKENGINEERING + DESIGN AREA OF WORK S 3933 SW Kelly Avenue Portland,Oregon 97239 I tel:503.222.4453 I fax:503.248.9263 I www.vlmk.com SHEET NO • EXISTING 2x6 SUB-PURLINS AT 2'-0"O.C.,TYPICAL (E)OPEN-WEB STEEL GIRDER O J J W W I— I— (/) (n CO m w _ W Z Z W W O O w w NEW HVAC UNIT TO BEAR ON NEW OR EXISTING FRAMING P 40,001 ON ALL SIDES L. <<ia:ail Ax11 Alk TYP VERIFY OR PROVIDE DOUBLE 2x6 EACH SIDE OF UNIT.VERIFY ADEQUATE BEARING AND TYP FASTENING OF 2x6 SUBPURLIN SUPPORT HANGERS 01 ENLARGED FRAMING PLAN S_21/4"= 1-0" NOTES: 1. VERIFY EXISTING FRAMING PRIOR TO PLACEMENT OF NEW HVAC UNIT. IF FRAMING IS OTHER THAN SHOWN OR NOTED,CONTACT THE ENGINEER 2. ENSURE NO POINT LOADS GREATER THAN 150 LBS NEAR MIDSPAN AT BOTTOM CHORD OF JOISTS UNDER HVAC UNIT SCHOLLS BLDG rSr HVAC 20150602 11/2015 J NO DATE 10565 SW NIMBUS AVE SAH JCS VILMI(ENGINEERING + DESIGN TIGARD,OR 97223 PARTIAL ROOF FRAMING PLAN S'2 SW Kelly Avenue Portland,Oregon 97239 I lel:503.222,4453 I fax:503.248.9263 I www.vlmk.com SHEET NO NEW HVAC UNIT BY OTHERS EXISTING 0 EXISTING CURB SUB-PURLIN AS OCCURS ► serrlimmit FRAMING PER PLAN VERIFY MIN DOUBLE 2x6 EACH SIDE OF UNIT WITH PROPER HANGER BEARING AND FASTENING EXISTING OPEN-WEB STEEL JOIST J HVAC SUPPORT DETAIL S-3 r= 1,_0" SCHOLLS BLDG 'S' HVAC 20150602 11/2015 10565 SW NIMBUS AVE SAH JCS VL IVI KENGINEERINGTIGARD,OR 97223+ DESIGN HVAC FRAMING DETAILS S-3 3933 SW Kelly Avenue Portland,Oregon 97239 I tel:503.222.4453 I fax:503.248.9263 1 www.vlmk.com • a UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH (4)#10 x 1/2"TEK SCREWS I� I SECURE ANCHOR TO CURB WITH (4)#10 x 1/2"TEK ri SCREWS,TYPICAL WOOD NAILER 16 GAUGE STEEL'CANFAB' OR EQUAL ANCHOR,(4) TOTAL, (1)EACH CORNER — EXISTING MOUNTING CURB ON LONG SIDES OF UNIT GALVANIZED SHEET METAL MINIMUM 2x P.T. LEVEL COUNTER FLASHING = PLATFORM BY CONTRACTOR / EXISTING ROOF SHEATHING, ROOFING BY OTHERS REMOVE UNDER UNIT AS REQUIRED /I- ASSUMED MIN CURB FASTENING OF #14 WOOD SCREWS AT EACH CORNER AND AT 2'-0"O.C. SUPPORT FRAMING PER PLAN MAXIMUM SPACING,SCREW PENETRATION 2"MINIMUM 1 HVAC CURB DETAIL S-4 1 1/2"= VV SCHOLLS BLDG rSr HVAC 20/5506021102015ATE 10565 SW NIMBUS AVE SAH JCS LM K TIGARD,OR 97223 °R" ""F° ENGINEERING + DESIGN HVAC FRAMING DETAILS S-4 SW Kelly Avenue Portland,Oregon 97239 I tel:503.222.4453 I fax:503.248.9263 I www.vlmk.com SHEET. 11/10/2015 Design Maps Summary Report • GS Design Maps Summary Report c-1 User-Specified Input Report Title Scholls Bldg 'S' Tue November 10,2015 21:41:34 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 45.44441°N, 122.78649°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III ri 1 .00 le --mk -;:t iii, ;i77- `:!'„,.‹C-2;_ y VIC°ttrrt�'G7L`'Gu w;r ' '� Ly 1 -,,,.-.,... .-..7,.*---;- ; . Alohas , ._ ,• ,�. �.,, , .-��,...� �- .'7 -x-.-o _- tl.. �f-.t1'�,�;� -FLP)r.�. "a,�� �"-^ti,�� T+�„��s �, n�s�• -.�'�'."`;�`^�, t(1 ^ 6 �� „ '� n�' �;`i" ''�1.. 71 '���, - "=tea il' n- - 1��`r-‘t---,:., 10 '1i �-��,-h fl W` 1 1 iii. Imo_i I u ,� , s ` Citi �f _ ,. '' 'h�. �, � J h (I r�T 'L�) �i= tl ter' f: -(i: ,+ I`"{�1 �i' -`_,_:=_. ;',A, �` �s.. Jl�t;-r,,.,. I_',' _,. .I. t %. 9.,:..--,,-,.. . �i t� T���-J- v it .-,L- ®< H .7‘,.- i, ` j >'t: !,' , 1 (IJ�itWauk1e:-'' ^ 4 tomi a 7 , hdtluntj tY�u1Ja i .< w l :, . rye, . ' Vile .i elm-A 11".` I.' s a r p °�, ' �' tt - 1 /1,,,,,,,,_.--,4.--&-------:,' ,� his 1 74 �. f,`�ScJaoVt s- �==':-.`- �, D 1 '^���:r� ani.� �, .i`- . r .,8 ,,k V E R I C A • - ......._'7' -..-,, I 1 .,:,- ....,-- ,,,,,, ,1 .1 j/ref 1 ., f rn• d' ----f..._4,-,..:..6..,-,.j� -iaiin_il r- lh==-- :::-C-_-21-._1�'.- _ -_ =-,i ~----03015 MapQuest�SdMe a=02015'Op, m MapQuest USGS-Provided Output SS = 0.973 g SMS = 1.081 g SDs = 0.721 g S1 = 0.424 g 5M1 = 0.668 g SD1 = 0.446 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. MCER Response Spectrum Design Response Spectrum 0.88 1.10 0.80 0.99 0.72 0.88 0.64 0.77 0.56 0.66 31 0.42 V V H 0.55 1 0.40 I VI0.44 0.32 0.33 0.24 0.22 0.16 0.11 0.09 0.00 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T(sec) Period, T(sec) Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the http://ehp2-earthquake.wr.usgs.gov/designm aps/us/summary.php?tem plate=mini mal&latitude=45.44441267366564&longitude=-122.78648532792046&siteclass... 1/2 .e VVLMK Project Scholls 'S' HVAC Job It: 20150602 By: SAH Date: 11/2015 Sheet#: C-2 ENGINEERING i DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Wind Loads on Rooftop Structures and Equipment Based on the 2012 International Building Code and ASCE 7-10, 29.5.1 4.4\o TYPICAL SCREEN WALL Fh w11 0 \oSy, FV/DFp71i -411111111115.w / TYPICAL MECHANICAL UNIT `/� Fh H ‘1•0NO DESIGN INPUT B = 400 ft Horizontal Dimension of Building Measured Normal to the Wind Direction h = 23 �,ft Mean Roof Height of Building (Eave Height if Roof Angle < 10) Height 4.08 'ft Height of Rooftop Structure or Equipment Width = 7.34 ,ft Width of Rooftop Structure or Equipment, Perpendicular to Wind Depth = 4.96 'ft Depth of Rooftop Structure or Equipment, Parallel to Wind H = 27.1 ft Height to Top of Structure or Equipment V„lt = 120 .mph Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, & C] B Exposure Category [Section 26.7.3] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 26.9-1] a = 7.0 3-Second Gust-Speed Power Law Exponent [Table 26.9-1] KZ = 0.701 Velocity Pressure Exposure Coefficient [Table 29.3-1] KZc = 1.00 Topographic Factor [Figure 26.8-1] Kd =I 0.90 Wind Directionality Factor [Table 26.6-1] ANALYSIS qZ = 0.00256KZKZtKdVU,t2 [Equation 29.3-1] qz = 23.2 psf Velocity Pressure at Ultimate Level GCr = 1.9 Horizontal: Force Increase & Gust Factor [Section 29.5.1] GCr = 1.5 Vertical-Uplift: Force Increase & Gust Factor [Section 29.5.1] Af = 29.9472 sf Area of Structure Normal to the Wind Direction (Horizontal face) Ar = 36.4064 sf Area of Structure Perpendicular to the Wind Direction (Vertical face) B*h = 9200 sf Building Area Normal to the Wind Direction Fh = q h(GCr)A f [Equation 29.5-2] Ph = 44.2 psf Horizontal Design Wind Pressure (Ult., 1.0W) F„ = cin(GCr)Ar [Equation-29.53] p„ = 34.9 psf Vertical (Uplift) Design Wind Pressure (Ult., 1.0W) O \, O fsr i cii 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com VVLMK 1 Project: Scholls 'S' HVAC Job#: 20150602 sy: SAH Date: 11/2015 sheet#: C-3 ENGINEERING+DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design (RTU-5) Based on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: I x SDs =1_s0 721 _ig Design Spectral Response Acceleration S2 = 1 1.0 i Overstrength Factor [ASCE7 12.2-1 or 15.4-1] 3 4 - A° _( v 2.5-, [ASCE7 13.5-1 or 13.6-1] rhcG SCR Y RD =[__6.0 __; [ASCE7 13.5-1 or 13.6-1] Ycg ID =[.1.00 _; [ASCE7 13.1.3] 2 • z =i ._Y_23_ Ift Attachment height from base of structure h =j 23 !ft Average roof height of structure from base xC PLAN VIEW Wind Parameters: PHORIz. =Ir 44.2 _j psf Design Wind Pressure (psf), 1.0W PUPt1Fr =j 34.9 jpsf Design Wind Pressure (psf), 1.0W Mechanical Unit Parameters: ( )FG WD = __.975:_,,lbs Total Weight 'r Zcg X =; akiL in Base Dimension (max) ' ' Y =L 59.5 in Base Dimension (min) SIDE VIEW Z =IT 41:5 'in Height of Unit Zcurb =[ __14.0__ ;in Height of Curb, where occurs Load Combinations: Xc° =[ 41.0._ in Center of Gravity Seismic: Wind: Yca i__ = 34.0 7 in Center of Gravity (0.9-.2SDS)D + QE 0.9D + 1.0W ZCQ =r 21.-0-__ in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.752E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: 0.4a S W FP = P °S P (1+2zJ= 351 lbs <_ 1.6S IPWP = 1125 lbs OK RP/IP ` h) > 0.3SDsIPWP = 211 lbs OK Base Shear, QV„E = 351 lbs Seismic, QE Wind: Vuw = 1501 lbs Wind, 1.0W V .BASE = 1501 lbs Wind = 900 (ASD) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity =;L_5% Anchor: dx dx^2 dy dy^2 ex = 5.1 in ev = -2.55 in 1 41 1681 34 1156 MX_X = 1793 in-lbs M„_„ = -896 in-lbs 2 47.1 2218.4 34 1156 Y Direction X Direction 3 41 1681 25.5 650.25 V1,3 = 97 lbs V1,2 = 79 lbs 4 47.1 2218.4 25.5 650.25 V2,4 = 99 lbs V3,4 = 82 lbs 7798.82 3612.5 Wind: V1,2,3,4 = 375 lbs Max V,,,ANCHOR = 375 lbs Wind = 225 (ASD) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 12302 lb-in Seismic, QE Net Tension: TX* = 350 lbs Mres,x = 30213 lb-in Seismic, QE Tv* = 480 lbs V�NE1Rrp�x Mres,v = 18791 lb-in Seismic, QE r Wind: Ma = 41648 lb-in Wind, 1.0W Max T,,,ANCHOR* = 480 lbs 1.5.. Wind a Mres,x = 35978 lb-in Wind, 1.0W 1 = 275 (ASD) Fsri4i� Mres,v = 22376 lb-in Wind, 1.0W *Negative(-)values indicate there is no net uplift 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax:503.248.9263 www.vImk.com 1 fV L M K Project: 5,646 LL i 5 1 lob tt: L t v I.C(2_._ By: !".;A 14 Date: /Z !�c�- Sheet tt: C_31 ENGINEERING+DESIGN i.4: ./k\-c_.. T t • , D�1= lS~:Pc� . . .. 5g , f {-f JAC-- -'=-1:,1-1 -• �-. i ,� . .. . - G2:e' 4., k7--'..5:- kms;. IA l Rr,.._ z S) . .. ' :._ b 1ST. i 36).K (.\C= :6 .-�j. .p,C. - ; ..; , l i r. i j • : . P6. is ti(. it t`�� 1 i ', - -,-37.6(.5-,.-k--,- _ .T?E4• EDFoto 4,se) — L ,.r ' n. d ' I L� i B C M :f �}-. As�s•N ' tgyp M , Z f I t C*) U 4 G)O • F6.107e,.Y..L©Aos . .- 57 1,_i� C. p /./\\t7: T. -A::. :Sc ;�}LL A14C4 :.C:46.<1\-. :T : 17. te.. ..f1•l..`�it '-- - oo: c Y1 r 5} PD - : _. G�tiP-ibE 5.. .Q s r-t- . ,'._ .. .. 5'6'6, , _ i " "!- - "--- !HAA- ! - - -- r-:- -i------': !-1 I.0'0 !-L!• -( -I W.)/i - ;.=•-•--: • -''''7'74; 6 t....Lt:. .-, *..TH: :- 1 : !--:: 1: ',.:::-.i.I.,';;;,-,:::;',,j4,-'•, .: ' { ! ,...: .I. .._. tAk t t C? s 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax:503.248.9263 www.vlmk.com 6 4 X 6 - [ J L - - - - 1 iI �- I I 40x. -IN icpc ksT) I I I i ti-II ..,._ L, , I/4' CONT. 3 i 1.1 22'-2 3/4 5-�4 . T.O.F. •0 3 4:1efrIL/ EC-e ''' • • Ark • 27-6 1/4' 21'_a' 2l'-IQ 3/4' I 21'-t: T.O.F. r T.O.F.% .54.- 7.O.F N 40G ' I*K © _ 40G 'TN 16K © 40G IN 12K OA T.O.F. — ®1A 12K ® _ 9 ii 410 , .,..,, ......„ .... ..... (2) - 2 6 EACH IL 2.......• :-AN I SIDE StCYLIGNT TYP. Q0 — •. I '4 I I I I I I I 4riiiii -....7".:-•••27 ROOF H TCH P'��� 13' • ga EACH IDE 1 !IL 12 IM. yr-S-4' 20-91/2' 20-II' 21'-4' • 20' T.O.F. T.O.F.�— , to". : 20-1 rT.O.F 4X6 4X6 4 )46( I L z- - --- -' ___:_ � ___ _T_� T.O.F. L4X3X1/4* CONT. �ti„�� Igo D" TILT WALL _I i' i BELOW 1' LJOIST LOADING DIAGRAMS 21'-5 I/4� 21'-9 1 40 � i T.O.F. T.O.F. w — 20'-8'-'- 20'-Q' - - _ _T.O.F. T.O.F. L 4J AXIAL LOAD - - - -- ---- - - - - - - - Ds. .y 4,�a MARK ( L1=) NO. JOISTS (TOP CHOW) T.O.F. 11 2249 N(TL/DL) _ 2.0 K IA 200 2249 X `A 18 2249 NOMINAL SPAN = 36'-0' 1.4.6 K lb T ' S-4 N IC gig 2249 31.6 K ) cr ID g 2249 31.6 k. 1 ll ••• NOMINAL SPAN = VARIES 28.E K IE 200 2249 11= 200 2249 28.1 K _ _ I0 24'-0' } ` - TAI-I• / I-ICTL/DL) } c-d 'Ji, l R-2 JOISTS: NOTES: I.) CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE FOR SPRINKLER MAINS AND MECHANICAL LOADS. SPRINKLER BRANCHLOADS ARE IN THE UNIFORM DEAD LOAD 2. IC IF) Q542. 0()Os ell()03$3 HAVE ONE END SUPPORTED AT WALL 3.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD OF 300 POUNDS LOCATED AT ANY POINT ON TOP CHORD. 4.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD OF 300 POUNDS LOCATED.AT ANY PANEL POINT OF BOTTOM CHORD. 5.) 50IST BRACING IS AT DISCRETION OF MANUFACTURER. 6.) ALL JOIST BEARING DEPTHS TO BE 21/2" UNLESS NOTED OTHERWISE. 1.) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH BEARING SEATS, UNLESS NOTED OTHERWISE. 8.) NO NET UPLIFT ON JOIST. GIRDERS: I I I I NOTES: I.) CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE FOR SPRINKLER MAINS AND MECHANICAL LOADS. SPRINKLER BRANCH LOADS ARE IN THE UNIFORM DEAD LOAD. 2.) GIRDERS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD OF 600 POUNDS LOCATED AT ANY POINT ON TOP CHORD. 3.) GIRDERS TO BE DESIGNED FOR TWO ADDITIONAL CONCENTRATED LOADS OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD. 4.) DIMENSIONS SHOWN ARE NOMINAL. SEE PLAN AND DETAILS FOR BEARING CONDITIONS. 5.) WEB CONFIGURATION IS AT DISCRETION OF MANUFACTURER. 6.) GIRDER BRACING IS AT DISCRETION OF MANUFACTURER. I.) NO NET UPLIFT FORCES ON GIRDER R-3 Unit Report For RTU-5 Project: -Untitled106 09/08/2015 Prepared By: 03:44PM Unit Parameters Dimensions (ft. in.)&Weight(lb.)*** Unit Model* 48TCDD12A2A6-0A0G0 Unit Length. 7'4.125" Unit Size*. 12(10 Tons) Unit Width: 4' 11.5" Volts-Phase-Hertz:. 460-3-60 Unit Height 4' 1.375" Heating Type* Gas •" Total Operating Weight 975 lb:; Duct Cfg• Vertical Supply/Vertical Return Low Heat — Weights and Dimensions are approximate. Weight does Round Tube Plate Fin Coils 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- 314 EXISTING UNIT WEIGHT Condensate Drain Line Size* 3/4 Return Air Filter Type- Throwaway TO BE REPLACED APPROX. 915LBS Return Air Filter Quantity 4 Return Air Filter Size- 20 x 20 x 2 Unit Configuration Medium Static Option (Belt Drive) Al/Cu-Al/Cu Base Electromechanical Controls Standard Packaging 2-Speed indoor fan motor controlled by VFD 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 48TCDD12A2A6-0A0G0 Rooftop Unit 1 Base Unit Medium Static Option (Belt Drive) None 2 Speed Fan Controller (VFD) Packaged Rooftop Builder 1.39s Page 2 of 9 R-4 Certified Drawing for RTU-5 d106 441TEX • - .. . . 4.,so 1. Inl..DOCPRIS.T.T.it rtiCfLPI,II.../4tt.t.Mr.11101. , OUTDOC4I i . III RE IN INCHES. PIWENSIONS 0 4,0Hoh,,...-;,•E$,,,,,,,,,, ,,,,, Imo is 4441•444..P L.ret 44(001,,,ree,3,110,4a,144 m,,,,„,.,.1„,,,E,4 -, ' CARRIER ,a, !WOWS ii,....,.pi Of P!CL9SIII OP taC'MU,LARRIEC - IA 14IIJINFTERS. COIL 1".PB..., !,.4. - i Ai 1/s 33 .•,...1-47,- If OPPWIt0/1",twITTOI..45011 IETC•ADS :1.4 5R1/(T" 431/Al ,,s, IA AS 1 37 .44 i Z7 715 i CONNECTION 9 ''''' 1 IIA51)i Al i 170R1 . I 1 1%4" I3Si DIA FUJI)PKE TIC!,OF AlR,L^A . , • j 49.SIP'37 IAA 1-15TE-41: RIP' ,fIE5R1 14461 ! .s041 r------- I!'i.-.3m --1 F :1,2' 1E41 PIA P5WER 5.1PL „, i 41 WA I 4 7 314' 1511 DIA GAME ACCI AETC•DRF '' 1104e1 1E5E1 i 140) -...4.===.. -----, ., ” ! 8 0 1/1, I:21 014 FIELD CONTI 451.4•005 PIP! IIA L25.1.1 1 6441 j(4051 ; L 4(4'-i4 API CODENSATE DR, 1451C•412 RTPF 41;5'31'I i44R.1 1(4'0;1' 4 • '4ffla!,'"' ! to /4 1 , l'fi:144 4,1',..::"J 3:i21M .l,-PSE " II15411 1 ISAP,I :.5.51 1! 5 ? • I4fl DIA PAPIER SUPP1• 4.511-1,12 ,,„ ;0 IA 1.0 il4 1 11 111253; I 14461 W.1941. THRli-THE-HA3'; CHART (i !RIPE - ROUND TUBE. PLATEAU, CCOPRERIALUml ..„ r... 40" ,, . 1 11ESE ROLFE PEORIREO E5P.USE W111 NCH% • 145V41104 .411411414m) 1. i f', ;.--;50i0N. ._ 3F-3/6 — 1 11-S./S 440 CROWBROUZAD1: GAS TPR4 cm .:P.O7NPWROU4A01, 61.4: IPPLI NAEERAN LitAIIMV. 1 19151 '3211 • GMBH AIR RET5RE THREADED 1 WIRE , , •• 1 1 i AIR E00411 SHE I USE . • \V '''Vi/ : A) . F--7 W 111' i 44, i 11 Li Ilk i ,..,._____„, ., 5 • _, : , „,---"- A I/2' ' AUES5 PAAELz ---4 1 I 1 i syX1.-1Es47 1 , ,. .s.• i 1 1/4. 100:,444/ F.'''''EL i . /.*51 .4ik„ArgV, Li 1 '' ,' ,,,,,,T.1,..4, x" ;-„- =,' • I 24•311 II A rEBEER 1 L 0 .. ,,,, , .. RAJ...PAR i 11 ( furl p 17-5/E 40•3f8 *O. A ' iC04) s/4'FPI I tiA$ 1 /1 0411111eEk14,..1 , SL m :m021 PROVID54.31,1' API II !! r-- r ii ItAt7.13rtS,,SESiDthal'RI .....: -5E5 IHRU • x14 il 1 ' SupPli ' FLAWGE E 1117155, HOLE$ ----Npli:- ,-, . TPE bAtE 1,\, ,,..9,„,,m ..y. i /0 5C-- 1 i AIR 1 EACK , it,. ., • v•w------ - •;*..,P i ------ I. 1 11 :46,1/41 , . . .N . 1. "A ' t THRU-THE•o.,SL AA 4 " II5Si '' . I 27R1 . _ L L.---------------,-„L (RAPT fOR "INRU-Thi-EASSPAN. iii I mom:rot,oitY x, I. A A ARE 1 . , •-,•nri 1 ------ • . F6i-ETELOW USED:,YODELS,, -S-Ill SUPPLIED .4E2 MARIE?. Is 3 I. , \,_ ......-- 2c.,!, - - ,lw -% ! ___ „.... ,..,„ .1541 '' BETWEEN BASE PAK FITTIRR• 4$1144.S408 11511 ---.4s 14 .,-..-- 1 ;43/ 13561 TOP Alt R4712----- I --41 11•7ra ..,_ 10021 i . 111E1 I , 1 --•- ''' . 1-----. ' i...--:—....- 1 ,i 1 I.,..„---41,1741CAL D' PAR Scr i COVROL BOX L --I CONDENSER fi'11 I LOCA11014 4,15,.,1,1/I FANEL C011 G' I I• 1-----,, ;Te s IT FLOWER cOND IS OR OPTIONAL-- ----....0 4ACTORY I s I OPTIO0A- vxrsollv 1.1.STRILE D • . 1 la:TxLLED 1,-1 , TR'R'I 015404NEET ....._ \ I 1 . ,.--HADDLE • ,E ECNYENIENEE .• F1.311g • 1 I , I • 1 SE.P11 AiR • E--\\. p • / oulLE1 , (St- I. I -t=n 1 ,, -•......•••‘, 1—.1 . ii L, s-lia _ 4 4 ______Li 1 --------. ....,.::. II. , Gy.: 1400 .C.-7::3 : 1151i ________;;11......___._......._....1_...._.....i__.....;_:;._1 ._____. ! . . 1 ' I 2.5,6 1--- I•XiS t Y.SIA-----4 1 Lien 1 t 7 r.-5I;]1 .' All ,37 12.41 TIP 13401 I I CURB F LT COIN WU:" Elvis, DONEE ;22381 's'ir; 4, it PAT" RELIC; FLOW RiGHI i SRLEt 'III : se(444144 A:',TC 0 -12 I:INGLE ZONE ELECTRICAL i 1.2, 2 02-08-10 1 11-24-0e. COOLIW0 WITH (3A.', HEAT 48TWAC98 top Builder 1.39s R-5 Certified Drawing for RTU-5 Id106 10 97b. Uhlt I COMA ,709222 4221115! I C2APER , J 4..„.',j..-,c','Eili,,,,L,.0.-Ais,,1"::1-1.%.,54 11.•TTIPISVI.i%%1%i'DlIFALGSENIfitdEITPKG7-41:Flt'''''141 '•i"'"I'''';'CII5 ...WIWI 2.0 Iceermark:5-417444 leGUll 01.11WO EIGHT “412:01251 [0 )4415,17 10 19[125.7404WFIGH) [0: Oh TY52 : -----' L09.1 NG.; LBS. AG.I 1.20.1-55. LOG.; KG.I L27 NG.1 XIYI A 4 I 018: 730 4 354 4_178 Al .I..152 1..i: /Ds I 95 4 335 107 14.: 113 11047_1_33 7/8 1.4.90112.42. 1/2'Si) 1 ::,OTTMAN-d.g114 TIV%,:l.,°11-.14.-.1,31N'1'1,A;.it"fRUgu,',.frTnNN Rur 920 ! 413 1 212 46_1 12383 —24) I 1[2 1 392 126_145 7/II 11081 )4 13241 ,I_2.:.ita;s4iii 57r21 230 I 422 1 215 OE I 195 1 50 347 I 11/1 217 723 51 42 110471 I 33 la (9411, 24 Ill 14161 I 0181 035 ! 319 I 10 74.5 I 170 I 2? 7 255 1119 2( 241 III:1144 7/5 1154011 15 VS 19211 i 15 3/8 14551 1 5111 535 I 432 i 22.5 10..Sj 187 ; 55 232 1125.31 253 133 5139 34 7101211 32 7/8 78351.1 15 229 141321 11757 243 1 417 1 331 104.11 129 191.3 334 110501 183 125.2134 1:4110011 3.7 19321 1 14 112 14701 I IVii 1505 1345.5.1 122 72.4 133 I 29.5 240 1 129 I 20 ile 1 43 112921 134 3/9 72241412 312 1517.01' 43/4 82/T40731705 m84 172 1 0.0 352 1 118 1 274 134.4142 7/8 7128211 35 1/2 19021 1 22 7:3 1507 7 MBE, PLATE' II!? ORNER 1164 AiumiAium. CA CORNER a ) • .! 14011w 1 1..... ; „ „"a 1. ) •; ,..„..:,. / •••.-..--,---„-.-..-e•-: . ...._.. • . CORNER D ., CORNER L x TOP .. _. . . , t f r— 1 . • z CI • . Ig" 0 0 = n ;l FRONT ii 5447 I .4414014 48TC H-12 'INGLE ZONE ELECTRICAL .) 4E350 T,, 03-08-1U 1 11-?4-08 CO1-M098 OLING WITH GAS H(AT top Builder 1.39s • • • '