Loading...
HomeMy WebLinkAbout1649 WP BALL BLVD 18-4005i401MS, SEP 2 4 z0ia PERMIT APPLICATION BUILDING DIVISION Application No: Documented Construction Value: $ I l 0; iIcen _RJ Job Address. -P U_l Historic District: Ye s ❑ NoIA ParcelID:JZ- I"—JV` m- =IMO Residential ❑ Commercial 19 Type of Work: New ❑ ddition ❑ Alteration F1Repair ❑ Demo [I Change of Use ❑V ,Move ❑ Description of Work: odap_Q 1 2- Ohl i V � Plan Review Contact Person: Title: Phone: 4o1 -70 Fax: Email:— Property Owner Information Name Street: City, S1 Phone: zz_f.ZIR 1 Resident of property? Contractor Information Name S ec e -e Phone: y O' I1 • U[ 0 C - 9 /n� 1 X5"1 u v Street: S-1 0_enr w, C 1111 Pbx l� ` V � Fax: 'T n - t c L ' nq D �c -1_ -i� City, State Zip: 1 l)idt EL 3211 1 State License No.: Q I 1 C O f I$ "T Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separatepermit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. X218' Signatur of Contractor/Agent Date Pri tContractor/Agents Name Signature Notary -State of Florida Date l 112,1$ Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or Proc d I�tCCnjt Produced ID T PV •y ��,= JENNIFER ARMONDI Notary Public - State of Florida y�•` Commission # FF 989446 BELOW IS FOR OFFICE USE ONLY '•;};•o any' My Comm. Expires May 4, 2020 Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Construction Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: ,.ro, JENNIFER ARMONDI W,Te Notary Public - State of Florida Commission # FF 989446 My Comm F,wnes May 4, 2020 Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: ENGINEERING: FIRE: BUILDING: 4—oZ 9 - JLL SErit 851 Central Park Drive Sanford. FL 32771 Tech Ph. 407.682.9881 Fax 407.682.9882 krvices www.STSI-FLA.com CMCO57187 inc Date: 3.'26.2018 Proposal to Replace RTU's 1 and 2 STSI is submitting a proposal to perform the following scone of work: • Turn off RTU -1 & RTU -2. • Disconnect all electrical, controls and duct work from RTUs. • Provide a crane to remove units off the roof and dispose of to E.P.A. standards. • Provide and install up to 2 curb adapters. SCANNED • Provide and install one new 4 ton RTU. V • Provide and install one new 5 ton RTU. • Provide and install two outside air dampers. • Provide and install two electric heaters. • Provide and install two new thermostats. • Reconnect electrical, controls, and seal all duct connections. • Perform start up and verify proper operation. • Clean jobsite of all debris. Scope / Proposal does not include: • Overtime. • Fire Alarm or Life Safety Controls. • Patching or Painting. • Permitting or Engineered Drawings. Project / Job Cost Using Goodman Equipment - — �S 12 5 5 Project / Job Cost Using Trane Equipment — —_ g—F 16.450 J VII lluc. IHClu(lal in PI1i i:ac -ALv,e This proposal is valid until April 26, 2018 (Bv accentance of this nronnsaV'F)lstnmer aareee to thn nft.A .d Tem. � 7 osal) Accepted b - V Purchase order/ credit card #: y�� Print Name: 'aV I Q'VI Sales Engineer: Ricky Baran Position / Title ; O WYItY Technician: Scan McKinley Company Name: Sport Clips Sanford Pro osal # : 137218 Address : 1649 WP Ball Blvd, Sanford FL 32771 STSI Manager: Phone :;%i1 '%.%i-71011Fax : (This proposal not valid until signed by STSI manager) Date: March 26, 2018 Terms: 50% Down & 50% Upon Completion LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, /j Seminole County, Winter Springs Date: "I ZI I I p p �� I hereby name and appoint: m� 1! uA� an agent of: (Name to be my lawful attomey-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): ❑ The specific permit and application for work located at: (Street Address) ,/Expiration Date for This License Holder State License Number Signature of License } Power of Attorney: N1W STATE OF FLORIDA COUNTY OF %dnO IC The foregoing instrument was acknowledged before me this ( day ofb�MLrt/ 20A1o" by lZabeI& ICX j who is ❑ personally known to me or ❑ who has produced identification and who did (did not) take an oath. (Notary Seal) Notary Public - State of O)"A4- Commission No. O My Commission Expires: ':JENINIFEFI ARMONDI blic State of Florioa(Rev. 08.12) +'sion # FF 989446 `cpo`'MExpires May 4. 2020 i. y A Grant Maloy Clerk Of The Circuit Court & Comptroller Seminole County FL Inst #2018169240 Book:9217 Page:948; (1 PAGES) RCD: 9/24/2018 9: 5:29 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: Jansen Scutt Address: 851 Central Park Dr. Sanford, FL 32771 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: agl! [000)I GgANT"I IGY 5UVN—';iLFti_^ , CLERK SE— :p�D1a Parcel ID Number. 32-19-30-507-0000-0090 The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) GENERAL DESCRIPTION OF IMPROVEMENT: Replace RTU 1 & RTU 2 -Like for Like OWNER INFORMATION: Name: Register Enterprises dba Sport Clips Address: PO BOX 924133 Houston, TX 77292-4133 Fee Simple Title Holder (if other than owner) Name: WRI Seminole Marketplace, LLC CONTRACTOR: Name: System Tech Services Address: 851 Central Park Dr. Sanford, FL 32771 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates 71 To receive a copy of the Lienors Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Un r penalties of perjury, I declare that I have read the foregoing and that the facts stated In It are true to be f MJ 1crtfledgd and belief. wn a 519 ure Owners Printed Nam" Florida Statute 713 13(1)(g): - The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of - 1-) r)Yi Gz County of The foregoing. Instrument acknowledged before me this 12 day of . T ,P� Vr ,-Y'I01nr .2012- by 0aVYI�i��.amr-GI l C }rn Who Is personally known to me ElNe o/ person hWng state enI OR who has produced Identification type of Identification produced: Orivets 1 l icer -,1-e d•o„ .JENNIFER aRMONeI Notary Pr31110a 0 FF o1 Florida •*F,i: Commission • FF 909748 �6*1 M Comm. E Ira v Notary Signature •.,p;,•,tS••" Y ap s May7, 2020 l�nums of Florida Incorporated POST OFFICE BOX 1890, PIN ELLIS PARK, FLORIDA 33780-1890 PHONE 800- 237-2275 I FAX 800-238-1819 ONLINE CATALOG AVAILABLE@ W W W.PLEN UMS.COM E-MAIL: admin0plenums.com 7— WIND LOAD CERTIFICATION CODE FBC 2017 /ASCE 7 OFFICE" DATE: September 19, 2018 PO: JOB ADDRESS: JOB REFERENCE: 1649 WP Ball Blvd Sport Clips Sanford Sanford, FL 32771 UNITMODEL#: TSC060G, CURBMODEL#: TC42ACDKC60 ROOF HEIGHT: 18FT UNIT TAG: Velocity Pressure Determination Risk Category: II Wind Speed: 135mph 1 second peak gust Exposure: C Wind Directionality Facto(Kd): 0.9 Topographic Factor (Kzt): 1 Velocity Pressure E) . .. Coeff (Kz): 0.88 Velocity Pressure (Eq 29.3-1 ASCE 7-10) Allowable Stress Design IASD = 0.6 This Item has been electronically signed and sealed by STEPHEN W ELTY using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature mug be verified on any electronic copies. Page 1 of 9 q, = 0.00256 x KZ x Kd x Kt x Vwlnd2 x ASD = I22.181b/ftA2 Stephen Welty C=US, st=Florida, 1=Pinellas Park, o=Plenums of Florida, ou=Plenums of Florida, cn=Stephen Welty, email=stephen.welty@ plenums.com 2018.09.19 11:31:03 -04'00' Designed By: Stephen Welty Florida PE #: 76091 LIC No: 31640 4179Xrida Incorporated POST OFFICE BOX 1890, PINELLAS PARK, FLORIDA 33780-1890 PHONE 800-237-2275 FAX 800-238-1819 ONLINE CATALOG AVAILABLE@ WWW.PLENUMS.COM E-MAIL: admiriftlenums.com Unit Characteristics and Force Calculations L. (in): 69.9in Length M,,: 518LBS Mass Ar a: 21.48sq it Top Area Fl = qz * GCrh * Af u Long Side Fl = 8361bs Fs = qZ * GCrh * As_u Short Side F,s = 529lbs F„ = qz * GC, * Ar_u Vertical F,= 715lbs W. (in):44.25in Width Ar a: 19.84sq ft Long Side Area GCeh: 1.9 L,g:31in W,g:19in H„ (in): 40.88in Height k,: 12.56sq ft Short Side Area GC,,,: 1.5 Moment About Downstream Point from lateral wind force H. a EMi= zz *Fl+*F,7—Wig*Mu EMS= Hu L, �M=27002in-Ib JIM, =26167in-Ib Minimum 16 ga curb and minimum 16 ga rail Safety Factor SF = 2 T3/8,,,, = 700 Ib Shear+ Bending Load Short Side and Long Side Reaction Forces and corresponding fastener count (Up to 0.5" Gap) EM, Freac-long =-Wu- * SF = 12201b FraacJang Nreac-long= rglz«rew = 2 screws Page 2 of 9 EM, Freac-short = La * SF = 7491bs Freacihort Nreac short = rp,v rew — 2 screws mon 417j Fulorida Incorporated POST OFFICE BOX 1890, PINELLAS PARK, FLORIDA 33780-1890 PHONE 800- 237-2275 FAX 800-238-1819 ONLINE CATALOG AVAILABLE@ WWW.PLENUMS.COM E-MAIL: adminCdolenums.com Adapter Characteristics and Force Calculations Hry,s (in): 14 Height M,c: 184lbs Mass Curb L,,_,, (in): 21in CG to End W„_cg (in): 19in CG to Side Af Ac: 26.64sq ft Long Side Area As Ac: 16.86sq ft Short Side Area ArAc: 21.48sq ft Top Area GCrh: 1.9 FiAc=qz*GCrh*ApAc Long Side FIAC = 1123lbs FsAc = qz * GCrh * AsAc Short Side Fs = 711lbs F,rAC = qz * GCry * ArAc Vertical F„Ac = 715lbs GCS,: 1.5 F Calculation of Moments from Overturning and Uplift (Adapter Curb and Unit) Moment About Downstream Point from lateral wind force EMIAC = 2a * FIAC + yu * FVAC — Wcg * MTot EMsAc = g * FsAc + 2 * F, — Lcg * MTot JMi_Ac=38632in-Ib IM,_Ac=35654in-Ib Minimum 16 ga curb and minimum 16 ga rail Safety Factor SF = 2 T3/8 screw= 700 lb Shear + Bending Load Short Side and Long Side Reaction Forces and corresponding fastener count (Up to 0.5” Gap) EMIAC Freac long AC SF = 1746lbs U Frear-ImoAt Nreac_longAC = T = 3 screws pl2smery Page 3 of 9 EMsAC Freac shortAC = L* SF = 1020lbs u Nreac Freac-shorrAC short AC = Ta12s . = 2 screws i r1enums of Florida Summary of Restraint O POSTPFFICE BOX 1890, PINELLAS PARK, FLORIDA 33780-1890 PHONE 800- 237-2275 FAX 800-238-1819 ONLINE CATALOG AVAILABLE@ WWW.PLENUMS.COM E -MAL: admin@plenums.com 1. This case requires 2 screws (Grade 5 3/8" E the unit to the adaptercurb and 2 screws each short side of the unit to the adapter c inches from the edge of the adapter curb. curb flange and curb perimeter. This analy between the curb and metal on the Unit Bi Curb NH Self Drilling) evenly spaced on each long side of grade 5 3/8" HWH Self Drilling) evenly spaced on orb with the end screws being no further than 3 Screws must be long enough to penetrate base rail, is assumes that a maximum gap of 0.5 inches exists ;e rail where the screws are placed. If the gap is larger than this, use wind restraints or contact Plenums. 2. Plenums provides wind restraints (TCSR43)jfor this application which require 4 #12-14 screws per clip and are constructed of 14 gauge galvanized steel. This case requires 2 on each long side and 2 on each short side. In the case the restraint option iis used, the centerline of (2) long side and (2) short side restraints must be placed at a maximum distance of 7 inches from each corner of the adapter curb. The remainder shall be evenly spaced between them. ha Curb i This case requires 3 screws (Grade 5 3/8" HWH Self Drilling) evenly spaced on each long side of the adapter curb to the existing curb and 2 screws (Graf e 5 3/8" HWH Self Drilling) evenly spaced on each short side of the adapter curb to existing curb. S news must be long enough to penetrate curb flange, wood nailer and curb perimeter. The end screws ust be no further than 3 inches from the edge of the existing curb. This analysis assumes that a maximurn gap of 0.5 inches exists between the adapter curb and the existing curb where the screws are placed.,If the gap is larger than this, the above specification does not apply. Please contact Plenu rns. NOTE: All fasteners shall be Grade 5 3/8" HWH Sel Drilling Screws with corrosion resistant coating and minimum length of 1.5" unless otherwise specified. Recommended Climaseal or E -Zinc coating meeting corrosion resistance requirements of ASTM F1941�On all fasteners. Designed By: Stephen Welty Florida PE M 76091 CA LIC No: 31640 Page 4 of 9 417nums of Florida hrearporared POST OFFICE BOX 1890, PINiELLAS PARK, FLORIDA 33780-1880 PHONE 800- 237.2275 FAX 727.828.1819 -800.238.1819 ONLINE CATALOG AVAILABLE@ WWW.PLENUMS.COM OR E-MAIL: adminftlenums com PLENUMS WIND CERTIFICATION WORKSHEET PROJECTNAME., S a Gly S CONTACT NAMEt [z %c� .6040— CONTACT EMAIL: T ri C4. JOB ADDRESS: I(,qi VJQ &4 N ,San rt 3Z?Z r (IV) Essential Facility (hospitals, emergency power generation and water treatment facilities, emergency services, designated shelters, hazardous material storage or use) (Iii) Presents substantial Hazard to Human Life in case of failure (schools with - RiSK CATEGORY: capacity;,, 249, structure where X299 people congregate, healthcare facilities with X49 residents– non emergency, non -emergency utilities). (I) Non Essential Facility with low risk to human life or sodety functions (agricultural, mEnorstorage, etc.) tt All buildings -not Included in categories I, 111 or IV. (B) Urban, suburban and wooded areas (C) Open terrain with scattered obstructions having heights generally less than 30 ft. EXPOSURE includes flat open country and grasslands. CATEGORY: (D) Flat. unobstructed areas and water surfaces. includes smooth mud flats, salt flats and unbroken ice. BUILDING HEIGHT AT � FT MAX BUILDING 20 FT MOUNT LOCATION: HEIGHTt �; Sc•OM1�oi�3� RTU .. ., t. Ls1C FT' W=!L F%H=�)„ET RTU MAKE &MODEL: rAN• DIMENSIONS: RTU WEIGIiT: IN CURB MODEL#: T<: S P Ij APPLICABLE CODE-. OFBC 2014.00ther. ADDinIONAL COMMENTS: Plenums offers Wind Certification for the following aspects of an HVAC installation project: • Unit to Curb/Adapter attachment including the specification of the type, quantity and location of fasteners and restraining clips if necessary. • Adapter Curb to Existing Curb attachment Including the specification of the type, quantity and location of fasteners and restraining cups if necessary. • Curb Structural analysis Including the assembly details of knockdown curbs and strength evaluations of welded curbs. Plenums takes no responsibility for the attachment of the curb to the roof or any aspects of the Unit Itself. FL ONLY, ONE CALC PER MODEL # PER ROOF CoM 9/182018 ATC Hazards by Location ® This is a beta release of the new ATC Hazar by Location website. Please contact us with feedback. OTC Hazards by Location Search Information Address: 1649 WP Ball Blvd, Sanford, FL 32771, USA Coordinates: 28.7999886, -81.33427970000002 T'imestamp: 2018.09-18T16:42:59.9532 Hazard Type: Wind Map—ResuM 0 a Ocala Ocala National.' e' •Daytona Be ° Forest -- , NNOWSrrta 61 ft t Cryrstal Raver The Villages o .�K leeshur - AIp O �RdO " {III Spring p -. _ itusv ille ° ..� , Kis tree ertitft land�o }'ae3ch Google w. % in j ,' _-_e!!► ...._ _.. Map data 0201aGoogle, INEci ASCE 7-16 MRI 10 Year --------- - 80 mph - ---- .._._.._....----•-- f. . MRI25-Year-------------------•---------•---•--------------------------------------I 92 mph MR] 60 Year ----- -_.. ------ ---•-------• -------------- ---•-•--•---• ... ............. -- --. _.. 103 mph MRI 100 Year -- -- _--..._....... ..__...._................................................... 112 mph Risk Category l - ---- -....................... .......... .... --- ..---..._. --_• .. 126 mph Usk Category ll ---------- ............ .................................... ......... ............... ---•------- .............. ._........... A 134 mpl 'ou are in a wind-borne debris region if you are also within 1 mile of the co stal mean high water line. ....... �..... .................. ___._.-___•..............................•----•--..-_...__.....-._._..--•----•..__....._..-. ........... a� i-ry u}nr If the structure under consideration is a healthcare facility, you are in a win bome debris region. If other occupancy, use the Risk Category II basic wind speed contours to determine if you are in a vrind-bonne debris region. RlskCategorylV _.......... .... ..... .......................................... A 149 mph You are in a vrind-bome debris region. ASCE 74 0 MRI10Year ............... .............. ...... ...... ........................... !. •--._._......_ ....... _ ........... -----••---- .......... ...... ... 79 mph MR[ 25 Year .-- .... ................. ;•------- -- ---•----.....__._... .......... ......... ••-•--•------ ----- .......------- ....---- ------- - ... 93 mph MRI 50 Year _ 103 mph MRI 100 Year .._.... _... __......................... .. ... - _ -- - --.._• •--.. 112 mph https://hazards.atcouncil.orgt#1wind?address=1649%20WP%20Bali%20BIvd9 C%20Sanford%2C%20FL%2032771 %2C%20USA&Iat=28.7999886&1... 12 T 20" I 19' 61 4" I.D. PLAN VIEW 770.1). FRONT VIEW REVISION [E:CFIPIICN EWE WEIGHT: 184 LBS CURB NOTES: 1. 16 GA. GALV. STEEL CONSTRUCTION 2. INTERNALLY INSULATED WITH 1"-1.5 LB 404" O.D. DENSITY INSULATION 3. CONTINUOUS WELDED SEAMS AND CORNERS 4. 114!* X 1 1/4 GASKETING 5. SHIPPED FULLY ASSEMBLED ISOMETRIC VIEW 6. UNIT TO ADAPTER GASKET INCLUDED WAWCAHERMESPECQIEDALL GPSE161CYt SW�IYN AFY N Ncm u1N1Etnu A uL►it m REfEPE11C ady toltus0118yY1:E Mcoao laIpAtcls CH p N1:1E talism ! IOII� q il• IHfa a+ttf �[] INSTALLATION INSTRUCTIONS: —�a 14" • REMOVE OLD A/C UNIT. APPLY 1/4!* X 1 1/4" GASKETING ON EXISTING CURB. °IPV: • INSTALL & SECURE ADAPTER CURB ON 'AAIEPNt EXISTING CURB AS REQUIRED BY LOCAL 3 41' O.D. BUILDING CODES. APPLY 1/4" X 1 1/4" GASKETING ON ADAPTER CURB. • INSTALL & SECURE NEW A/C UNIT ON SIDE VIEW ADAPTER CURB AS REQUIRED BY LOCAL BUILDING CODE. APPROVED DATE WAWCAHERMESPECQIEDALL GPSE161CYt SW�IYN AFY N Ncm u1N1Etnu A uL►it m REfEPE11C ady toltus0118yY1:E Mcoao laIpAtcls CH p N1:1E talism ! IOII� q il• IHfa a+ttf �[] A141OXAu D:C acre °IPV: me fir -k 'AAIEPNt NtiCH EI+C. of F'lorida I TC42ACDKC60 GA c:qEvnvrioia ALE IN SHED 1 OF 1 CURB HOLD DOWNS FOR TRANE ROOFTOP UNITS B - - i - A E i C , rel F UNIT BASE RAIL - (4) #12 SHEET METAL SCREWS (4) #12 - (FIELD SUPPLIED) SHEET METAL SCREWS (FIELD SUPPLIED) CURB SIDE NOTES: 1. SCREW CENTERLINE TO BE MINIMUM OF 1 114" BELOW TOP 2.14 GAUGE GALVANIZED STEEL DIMENSIONAL DATA TRANE MODEL PLENUMS INC. MODEL A B C D E F QTY. REQUIRED TSCNSCO036-120EIF & YHCO92F TOSR43 TBD THCNHCO36-ME/F & WSC003"92E 13/47 314" 3 9/16" 1 718' 1314" 6" YHC120E/F & MCI 20E TCSR44 TBD P.O. BOX 1890 INELLAS PARK, FL 33780-1890 41'e ems PHONE: 800- 37-2275 • FAX: 800-238-1819 Incorporated www plenu s.com • admin@ptenums.com WY7rra%j%r71 W fYl9 P'LCNVIYIo 65M... MLL wlmr *l%jr4* oul" iaa I V lil'lAPIl3t7 1riuu I NV II" FVKM: Ilia K9.7�VlIJ.iIIOO.VIlC4N70 RAGE 1 co J m = p ui .. a . z c? o�Z ¢� e0. W �� �a J Za z co= w p N U a .. _. ca M F.. a H ~ :DJ = � Q V` w UQ x to, zUj = = J a Z Q N a _ Q c0 {N �t e M N i z left g CK 'iN =) Z coZ 0s o J oZ ° Ug Fa LL- :R �Q w u1i 000 J Q Z Q� Z� Z p a Q LLJ � Qm Jaott Qp Q� Q w W Q 0 m m m m cnUw pO jp zuj V UQ w O Z U- N�O �0!: R W 0 HZ ce W C W 2 ¢ 03:V m o Q z m U a o Q C Ow LLJ m z zaoc OC O ¢ m m �pQ Ix z �O 0 W n Z CL < U Q Z pp w m Q owl z Z=0 O UZ LU Lu N Q W