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209 Tech Dr - BC07-000984 (INTERIOR REMODEL) DOCUMENTSPERMIT ADDRESS 0 CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNE ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR e MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE voo SUBDIVISION PERMIT # 0 1!q DATE , O 67 PERMIT DESCRIPTION M/T* if &r Iffo"N PERMIT VALUATION SQUARE FOOTAGE 19 D d z to W cn 1' NOTICE OF COMMENCEMENT 171,.,v,.: Permit No. Tax Folio No. •: c: - Ic 'I ;, b!.gfte>a; State of Florida County of Seminole 13Y---+c cb-ct 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 p. 3 1. Description of p> erty: (legal description of the property and street address if available) ri( TE V F 5A-NV L LOT >a - N L G 66 5F'A'tSjjbLzv 2. General description of improvement: Aly'roG Awrlr-A lAL OFFrc&S- 3. Owner information a. Name and address G'1 3 =N VESTME-PIS Oi: aQTRgL. F LO R=)R Dic 5-AVE Q A DEL .RY , -L 3a70-7 b. Interest in property G e& '&o owP5 1OMr) SN•i ERFs i` 3:N r- c, R zti'Ua /4FPrS c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor a. Name and address GREG L) N b b. Phone number f7 5. Surety a. Name and address j•- Fax number 40-*- b. Phone number N lAr Fax number WA- { ` " c. Amount of bond a 6. Lender a. Name and address AEI a - ro b. Phone number Fax number V 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be sas provided by Section 713.13(lxa)7., Florida Statutes: w 2 a. Name and address b. Phone number .v IA- Fax number J47F 8. In addition to himself or herself, Owner designates tj 1A- of N i,a- to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes. a. Phone number Fax number N A 9. Expiration date of notice of commencement (the expiration date is 1 year from thole of rfco riling ess a dii% t date is specified) Opature of Owner Sworn to or affirmed) d su bed before me this _ day of C2 L' 20 by Personally Known OR Produced Identification Type of Identification Produced JANET E. LEE MY COMMISSION a DD394558 EXPIRES .larvory h 200P Sign `of Notary Public, State of Florida "ar ••••' RoMFd'.r' THIS INSTRUMENT PREP REO Co ion Expires: o,,;:ar.:.;—„-= - NAME. CCTV"" lai-,(= //1i Ihr'.; Ire ' BY: Y CITY OF SANFORD BUILDING DIVISION4POWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $ 25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, GREG 'got-y7 , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work alto by law on the permitted structure. Owner ilder Signature Date GR_;&- B90 Print Owner/Builder Name r; i •., JANET E. LEE MY COMMISSION h DD384558 F EXPIRES January 6 2009 of Notary —State of Florida a2g :"d 7. Bonded Thru Notary Public Unaerwnti Owner is " Personally Known to Me or has Produced ID October 31, 2006 Limited Power of Attorney W I giving Mike Yetman the authority to act on my behalf concerning any issues relating to the new offices being built at 209 Tech Drive, Sanford, Florida 32771. Sincerely. 4 Greg B 656 Sa o Ave Casselberry, FL 32707 407-252-9658 q E. My AISSI N # CID 3 8 E Ud P,onded Thru y Public Underwn CERTIFIED COPY NOTICE OF COMMENCEMENT WIARYA.MNE MORSE CLERK F CIRCUIT COURT Permit No. Tax Folio No. SEMI. FLORIDA State of Florida County of Seminole BY. D P CLER The undersigned hereby gives notice that improvement will be made to certain real property, and in accordanfWhi 42006 khapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description_ of roe (legal description of the property and street address if available) aOq . I EC- D — F 1•property: rh' (g P P Pe Y 5.A,NVCP =L LOT* 1 N , C % G General description of improvement: wner information Name and address b. Interest in property _ LL c. Name and address of R Contractor 2 a. Name and address* VB DNVEs /AiEJJTS CIi= '5NTRgL rl-ORTi-A Nt) Oys S jQD% TP-TERFS r 3- CG e P ZAWI'Sj MEL—ES titleholder (if other than Owner) <;484p al J- b. Phone number 4D, - B. Surety '`t6-7 Qa5(-,5i s: a. Name and address A- ao Fax number T b. Phone number N CLERK OF CIRr RTFax number aI A- c. Amount of bond SWINnis rnij 5. Lender 8 n r- C) rr IN a. Name and address NI o, D ... z 1 c a :c u b. Phone number Fax number 1A- o Persons within the State of Florida designated by Owner upon whom notices or other documents may be siry as provided by Section 713.13(1)(a)7., Florida Statutes: w u a. Name and address NCR- w z b. Phone number :y l,A- Fax number Nl f} k In addition to himself or herself, Owner designates NIA- of Q') N 1,4- to receive a copy of the Lienor's Notice as provided in Section S 713.13(1)(b), Florida Statutes. Cl a. Phone number N r' Fax number ,11 A Expiration date of notice of commencement (the expiration date is I year from th a of recording ess a differ t u date is specified) X f J i ature of Owner IA- CO 0 •» i Worn to or affirmed) d subs 'bed before me this S day of It 2 C , 20 by c w lai f ersonally Known OR Produced Identification 3 ape of Identification Produced z 1111 JANET E. LEE W MY CUMC4ISSIUN 000 351558 EXPIRES .13ruarv6 2009 of Notary Public, State on Expires: a,;.....•;' Fgno,.ri 'hm tin'-•... u.:n • i:.iu r:i.-:r; j.m• :u+%:r_ii•vM>^1gC A>t'i.w2lW a L:WM.oO/ THIS INSTRUMENT PR ED BY: IIII I III I111 1111111110 11111111111111111111111111111111111 ADgR. Permit #: -U I Job Address: CITY OF SANFORD PER11iIT APPLICATION Date:- — lotr, NOV 1 4 2006 RECEIVEp. Description of Work: 3U-bt1% &U T OEFICCS Total Square Footh6 ageIn `tU ,,- Historic District: Zoning: Value of Work: $ plex eO 11111111110 Permit Type: Building _x__ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Add ition/AIteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy talc. Kequtrecl) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Litres # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial 4— Construction Type: -A- # of Stories:-4— # of Dwelling Units: Flood Zone: (FEMeA form required ) Owners Name & Address: G D WE S M rf )TS o (fEIJTA4L FLORIM/7 )Jc do SA-0 WR3LO 4VE- - : Sne: lzl_ - /- - 3.2 7 q07 a--y&s8 Contractor Name & Address: L7 ft1 P Aa1Y1 n i `\G1 r in0% "'Ir Phone & Fax: '1 U Bonding Company: Address: Mortgage Leader: Address: Zh k--- State License Number: PT Contact Person: GR t3DND1Phone: 4 3 Architect(Engineer: r '- ISI W,- QesIhm SPrvitrl LnC Phone: 140 1 3a7" j 1Y3`/ Address: ? C^•`^+- • L 3a,)o Fa:: Y07 X17- qW Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as wate management districts, state agencies, or federal agencies. Acceptance of t is verice o that 1 notify he owner of the property of the requirements ride Li Signature o er/Agent Date Signature of C for/Agent Date Print Owner/Agent's Nark-- r f n.•: i / JAivET E. 4EE Signature Owner/Agent is_ Produced ID r t.11b v 8 UD384558 Frid EXPIRES JaniDate; ZU119 i`5t, 3ondeo Thru Notary Public u-i0erwrlti Personally Known to Me or APPROVALS: ZONING: £% k('10•0V UTIL: ED: Special Conditions: Rev 03/2006 Print Co for/ Agent's Name, a SEE JAN. iiH!.. . 0 '^ION 9 OD384558Signature o -State of F da A. E. tS Janua y 6 2tt69 a 1'ru Notary Public UnCerrrta0r5 Contractor/Agent is = Personally Known to Me or _Produced ID 166 ENG: BLDG LMLIW IMPACT FEES WD - $ G zr W's$ ' CITY OF SANFORD PERMIT APPLICATION Permit # : - OC I " n Job Address: nq Description of Work: Historic District: r a/o,V/o'7 Total Square Footage Zoning: ValucofWork: S Petvrit Type: Building Electrical Mechanical Plumbing Fire Sprinkler Alarm Pool Electrical: New Service — = of AMPS Addition Alteration Change of Service Temporur• Pile Mechanical: Residential Non -Residential Replacement New (Duc( Lavout & Energy Calc. Required) Plwnhing/ New Commercial: = of Fixtures = of Water & Setter Lines = ol'Gas Lines Plumbing/New Residential: = ol'WaterC"losets Occupant-• Type: Residential Commercial Industrial _ Construction Type: # of Stories: = of Dwellin- Units: Plumbing Repair— Residential or Commercial Flood Zone: (FEnIA form required Bonding Company: N' A t Address: Mortgage Lender: N I A Address: Arch it ect/En gi neer: N A Phone: Address: Fa:: e: 40'7— 83a _i ai U 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and th d all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be 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 it is verification a I ill r y the ow of the property of the req\ ' ants of Florida en law, FS 713. P- 97 C21 l Signature o n /Agent _ A $tg4itlif ofJton c r/ ant Date al_/a/ 07 Owner/Agent is = Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 03/2006 0........0.................. N 62RUTHE. TOWERY1.rYP((q 4y' Commission 0 OD0203476 q ttptres 4/15/2007 fp n, Bonded through CO-432-4254) Florida Notary Assn., Inc. Contractor/Agent is _Personally Known to Me or Produced ID ENG: BLDG: l ..............RUTH E. TOWERY 4 k Commission # OD0203476 EOres M15/2007 Bonded through 32.4254 Florida Notary Assn.. Inc. - CITY OF SANFORD PERMIT APPLICATION Application # : 02-40099130 98`1 Submittal Date: Job Address: a Q, 7`2G, ZZ Value of Work: S _2 C7V 0 Parcel ID: ;Z `K / 9 3 _0_ Description of Work: ing: Historic District: Square Footage: Permit Type: Building Electrical Mechanical Plumbing 19 Fire Sprinkler/Alarm Pool Sign Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines-0— # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential Commercial Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) r' .......... ..... Property Owner: cl-,(3 —Z;il cf m > /Contractor: Address: Address: C a f_ e/J,t+s2i Phone: E-mail: Phone: W Yt_'" .i ate License Number: Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water manageTDpit districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTIL: FD: FS 713. of P ' Contractor/Agent's Name mgnature o No ry- mate of Florida Date DEBBIE BLA aor:ir N1'OIV MY COMMISSION # DD629096 EXPIRES: F 20 1 Contractor/Agen s4m,.N RrjonallX1 mt Produced 1 ENG: BLDG: Permit #: O 1 — C18q Job Address: Description of Work: Historic District: CITY OF SANFORD PERMITAPPLICATION Date: tWtON_ o Total Square Footage 1y ,u 6 Zoning: Value of Work: S % a , oc> Permit Type: Building Electrical Mechanical _ < Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/ Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Construction - Type: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required ) Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TOOBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entunaofcontrYclor/ Agent agement districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the rLi n La 13. Signature of Owner/Agent Date Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Produced ID APPROVALS: " ZONING: Special Conditions: Rev 03/2006 Personally Known to Me or UI' IL: FD: Pr= tr/'s Name ignaature of Notary -State of Florida Date tT Contractor/ Agent is ersonaI o S N # DD629096 Produced ID . IFruary25, 2011 1- 80O-PNOTARY FI. Notary nist aunt /lssOt:, Co. ENG: BLDG: os 4$ I)0 A C©biqCWEswirls 1335 Bennett Drive Ste 115 Longwood, FL, 32750 407-330-5953 407-339-3005 Power of Attorney I hereby name and appoint: Kristie De Loach of Air Concepts of Mid -Florida, Inc., to be my lawful attorney -in -fact to act for me in applying to Building Department for a permit enabling work to be performed at the location below described and to sign my name and do all things necessary to this appointment. Legal Description:28-19-30-53B-0000-0250 Physical Address: 201 Tech Drive, Sanford, FL 32771 Owner: G&B Inv Of Central FIA. Address: 656 San Pablo Ave, Casselberry, FL 32707 Signed Date: 1/ Certified Contractor: David W. Hulker Contractor License: CAC1814608 State of Florida County of Worn to and subscribed before me this day of V60 • A D by bo"I k-0 (name of person acknowledged) who i erso to me or has produced (identification) vr^- Q. Ubj SEAL Notary Public Commission Expires(i1 ERINA.WARD Print Name: O 1 MY COMMISSION#DD572995 EXPIRES: July 11,2010 407) 398-0153 Florida Notary SWee.00m Seminole County Property Appraiser Get Information by Parcel Num... Page 1 of 2 RARICIEL EN"Alt DAvno JOHN6aN,,CFA, ASA PROPERTY APPRAISER SEMINOLEOOUN7T.F' . 1 101 "E. FIRST,s-r sANFoim. m 3=1.1468 4W-w5w 2007 WORKING VALUE SUMMARY Value Method: Income GENERAL Number of Buildings: 2 Parcel Id: 28-19-30-5J6-0000-0250 Depreciated Bldg Value: $0 Owner: G & B INV OF CENTRAL FLA INC Depreciated EXFT Value: $0 Mailing Address: 656 SAN PABLO AVE Land Value (Market): $0 City,State,ZipCode: CASSELBERRY FL 32707 Land Value Ag: $0 Property Address: 201 TECH (& 209) DR SANFORD 32771 Just/MarketValue: $2,475,333' Facility Name: 201 TECH DRIVE BUILDING Assessed Value (SOH): $2,475,333' Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $2,475,333 Dor: 41-LIGHT MANUFACTURING Tax Estimator Income Approach used.) SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vaclimp Qualified 2006 Tax Bill Amount: $48,571 WARRANTY DEED 05/1994 02766 0894 $285,600 Vacant No 2006 Taxable Value: $2,467,516 WARRANTY DEED 09/1993 02648 1124 $165,600 Vacant Yes DOES NOT INCLUDE NON -AD VALOREM Find Sales within this DOR Code ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... IO Method Frontage Depth Units Price Value LOTS 25 & 26 SANFORD CENTRAL PARK PB SQUARE FEET 0 0 154,006 4.00 S616,024 33 PGS 64-66 BUILDING INFORMATION Bid Year Gross Est. Cost Num Bid Class Bit Fixtures SF Stories Ext Wall Bid Value New 1 MASONRY 1994 17 14,415 1 CONCRETE BLOCK - $ 733,204 $875,467PILASMASONRY Subsection / Sgft OPEN PORCH FINISHED / 554 Subsection / Sgft CARPORT FINISHED / 2440 2 MASONRY 2001 4 45,480 1 CONCRETE BLOCK- $ 1,477,995 $1,597,832PILASMASONRY Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New COMMERCIAL CONCRETE DR 4 IN 1994 19,080 $25,758 $38,160 6' CHAIN LINK FENCE 1994 380 $1,293 $2,280 LOAD WELL 1994 864 $875 $1,296 COMMERCIAL CONCRETE DR 4 IN 2001 33,684 $57,263 $67,368 4' CHAIN LINK FENCE 2001 162 $454 $567 LOAD WELL 2001 972 $1,239 $1,458 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. http://www.scpafl.org/web/re_web.seminole_county_title?PARCEL=2... 2/8/2007 BP200I01 CITY OF SANFORD 4/11/07 Application Inquiry 16:04:57 Application number . . . . Application status, date . Property . . . . . . . . . Parcel Number. . . . . . . Old CID . . . . . . . . . . 07 00000984 CERTIFICATE ISSUED 209 TECH DR 28.19.30.5JB-0000-0250 4/11/07 Zoning . . . . . . . . . . . RI1 RESTRICTED INDUSTRIAL Application type . . . . . . INCM INTERIOR COMMERCIAL REMODELING Application date . . . . . . 1/31/07 Tenant number, name . . . . . Master plan number, rev'wd by: 138 Estimated valuation . . . . . 23000 Total square footage . . . . . 1940 Public building . . . . . . . NO Work description, qty . . . . Pin number . . . . . . . . . . 447056 Application desc . . . . . . . Press Enter to continue. F3=Exit FS=Land inq F7=Appl names F8=Tracking inq F9=Bond inquiry Fll=Receipts F12=Cancel F13=Val calcs F14=Misc info F24=More keys Cr) I F10=Fees BP200IO2 CITY OF SANFORD 4/11/07 Application Miscellaneous Information Inquiry 16:03:53 Application number: 07 00000984 Property . . . . : 209 TECH DR Display note at Print Code Freeform information Date Permit Insp C.O. flag HISB noc on file exp 11/14/07 1/31/07 Y Y Y Y HISB RIS $0 1/31/07 Y Y Y Y HISB co sign Off: 4/03/07 Y Y Y Y HISB P&Z:OK PER DR 04.09.07 4/03/07 Y Y Y Y HISB PW: NA 4/03/07 Y Y Y Y HISB Util: RB 04.04.07 4/03/07 Y Y Y Y HISB Fire: MJ 04.11.07 4/03/07 Y Y Y Y Bottom Press Enter to continue. F3=Exit F12=Cancel 4ox,rw CUP mAAaq)p43oxuD XMS3P3M40WX0lM C196. PLEASE CALL 401-330i.5659 TO- REQUEST INSPECTIONS PERMIT #01 12-7 ADDRESSC110 C. CONTRACTOR fla OWNER DESCREMON OF WORK 1B IU X MMO jr'PZdr4. - 1M3LAM4CW3E"401&X.a ROUGH OTHER I *' POOL 408ALls"Cilmd ROUGH IN GAS PIPING CEILING OTHER FINAL SERVICE FINAL INSP-ECTION-CARDSHALL BE-IDI&PL*-YEDIONS-IMET-SIDLiL-OFI;M DO NOT REMOVE CARD UNTEL FINAL INSPECTION IS APPROVED SANITARY FACILITIES REQUIRED ON. SITE b&4 L/ DEVELOPMENT FEE WORKSHEET ' T Utility Department Project M Date t Owner/Contact Person: Phone - Address: 2 D 9 -TA c /4 nj 1) TYPE OF DEVELOPMENT: Residential Non -Residential Y- 2) TYPE OF UNIT(s): Single Family Multi -Family Commercial, Industrial d 3) TOTAL NUMBER OF UNITS or BUILDINGS: 4) TYPE OF UTILITY CONNECPION: a) Meter: Individual El Master Tap Required Tap Existing D b) Sewer Tap: Individual Common Tap Required D T Existingg 5) WATER METER SIZE: 3,i inch 1-inch 1 Y2-inch 2-inch Supplied by Contractor 6) AWS METER: None ElIndividual Master Supplied byAlternativewatersupply) Meter Meter DPP . ElCOntCdCtOr a) Meter Size: %-inch 1-inch 1 '/s-inch E] 2-inch Supplied by Contractor Water impact fees........ $ Sewer impact fees........ $^ Water Meter set.......... $ Water Meter set and tap $ Meter deposit and S/C.. $ Sewer tap ................ $ AWS Meter Set .........$ AWS Meter Tap & Set..$ TOTAL DUE .......... $ . Signature - Utility Director or Engineer Date: , fw l 2/6_1 Updated: October 1, 2006 Page 1 of 2 COMMENTS: City of Sanford Utility Department P.O. Box 1788, Sanford, Fl. 32772 Phone (407) 330-5641 Water yal Impact F„pQ Equivalent Residential (ERC) — 300 Gallons PerResidentiallCDay ( GPD) 1242/ Unit - Single family structure, or multi- 931.50/Unit -Multi-famil lY unit containing three (3) bedrooms or,more. yunitorMobileHomeunitcontaininglessthanthree3judgment/assum o ()bedrooms. (This category is based on Commercial — Industrial — Institutional ation that such family units on average regnire 75% - 225 GPD.single fiery unit,) 1242 /ERU - Fixhu+e.unit schedule from Southern Plumbing Code will be used. One ERU will be to• twenty (2) fixture units. For projects having more than twee charged for connection and up determinedbyincrementsof25% based on multiples of five (5) fixture u bo he ttwethe Impact ty p fi t base forthefirstERU. (Example: twenty-five (25) fixture units will be rated as 1.25 ERU, twenty six (26) fixture units willberatedas1.5ERU.) Sewer Sv e^• Tm -rt Fees .. Residential Equivalent Residential Connections = 300 Gallons Per Day (GPD) 2798./ 209850SO/- Single family structure or multi -family unit con Unit _ containingthree (3) bedrooms or more. Multi -family • y unitor Mobile Rome unit containing less than three (3) bedrooms, judgmentlassumption/estimationthatsuchfamilyunitsonaversereogoryis based on average single fatni ly .unit,) $ quire 75 /o of water and sewer service of an Commercial — Industrial — Institutional 2798/ERU - Fixture unit schedule from Southern Plumbing Code will be used. One ERU will be c to twenty (20) fixture units. For projects having more than twentybunged for connection and up increments of25% based on multiples of five (5) fixture units above the twenty 20 Units e Impact Fee will be ty ( ) fixture unit base for the first ERU. (Example: twenty-five (25) fixture units will be rated as 1.25 ERU; twenty-six (26) fixture units will be rated as 1.5 ERU. TARI N7nutiliAnrA -- —_— ) Jucuu ever a oatntub or whirlpool bathtub attachments does not increase the drainage fixture unit value. 785 L. See section 709.2 through 709.4 for methods of compuog unit value of fixtures not listed in Table 709.1 or for rating of devices intermittent e flows. TmP size will be consistent with the fixture outlet size. ° For the purpose of computing lo e urinalsshallnotberatedatalowerdrainagefixtureunitunlesstheladsonbuildinower values are confirmedbyteshnandtee' water closets or For the purposeofcomputingloadsonbuildingdrainsandsewers, water closets or urinals shall not be rated at a lower unless the lowervaluesareconfirmedbytesting. drainage fixture unit FOR FIXTURE DRAINS OR TRAPS 2Z F. U, , Lf 1=. J - rx'l S fib FD COMMERCIAL — INDUSTRIAJ — TNSTITUTIONAL FEE CALCULATION: Total Fixture Units (F.U.): ZL F Total ERU(s) : Total F.U._ divide b = , , S Y 20 ERU(s) (F.U. / 20 =ERU) F.U. Water Impact Fee: $ 1242 x ERU(s) = $ Sewer Impact Fee: $ 2798 x S' ERU(s) _ $ Updated: October 1, 2006 Page 2 or 7. 4 Use fih15 Y IT'S CONTRACTOR -FRIENDLY. The end sections can be trimmed onsite. Qy gob! cfieckth1s put o(Amb,09 through here IT SAVES MONEY AND TIME. With strut -webbing, there' s no need for subcontractors to cut holes. IT'S STRONGER. You don't weaken the joist with holes. Wide , f IQnges Trirrn to fit onsite IT HAS WIDE FLANGES. With 3.5-inch flanges on the top and bottom, subfloor application is simple. Nailing and gluing are easier. IT COMES WITH A TEAM OF ENGINEERS. Just call our toll - free num- ber for custom engineering. Tie0 lln.140*1% st ENGINEERED WOOD PRODUCTS 1 800 844-8281 www. tpimjoist.com U.S. Patent 5,761, 872 • U.S. Patent 6.139,667 • Additional Patents Pending The uniform load span charts below indicate the maximum design spans (including a 1 %" minimum bearing at each end) for each family of TrimJoist floor joists. Each chart is divided into columns which represent common design loadings and rows which show typical spacings. Most residential designs require a minimum of 55 psf loading. Floors used for heavy traffic and/or heavy floor coverings (e.g. Tile) should be designed at 60 psf minimum. All loads are broken down into Live, Top -dead and Bottom -dead components. For example, the 55 psf column is really 40 psf live plus 10 psf top -dead plus 5 psf bottom -dead for a total of 55 psf. Dead loads are the weight of construction materials and are always present for the whole life of the structure. Live loads, on the other hand, are transient and are never constant over the life of the structure. Select the appropriate column based on the dead loads of your construction materials. These charts are for uniformly loaded, clear span, simply supported joists. For special applications requiring concentrated loads, asymmetric continuous loads, cantilevers, or special bearing conditions please consult a TrimJoist representative or authorized dealer. The TPDS computer program can be used to analyze almost any loading and/or bearing condition. Q ma+ r Q mm 0 T Loading 55 PSF (40/10/5) 60 PSF 40/10/10) tr 12 24'- 0" L/497 24' - 0" L/497 D4 U 16 22' — 0" L/485 22' — 0" L/485 a, to 19.2 21' — 2" L/453 21' — 2" L/453 24 19' - 7" L/455 1 19' - 7" L/455 12 26' — 0" L/633 26' — 0" L/633 U 16 26' — 0" L/475 26' — 0" L/475 p 19.2 24' -10" L/453 24' -10" L/453 N 24 23' — 0" L/452 22' — 0" L/517 Notes on Span Charts: t2 mm 0 io o. d d 0 00 r Loading 55 PSF (40/10/5) 60 PSF 40/10/10) rn 12 28' - 0" L/676 28' - 0" L/676 0- 16 28' — 0" L/507 28' — 0" L/507 U 134 19.2 27' - 4" L/453 27' - 4" L/453 24 25' - 5" L/450 25' - 5" L/450 12 30' - 0" L/710 30' - 0" L/710 tr r- 16 30' — 0" L/532 30' — 0" L/532 U R. 19.2 29' -10" L/451 29' -10" L/451 24 27' — 7" L/468 27' — 3" L/473 1. Spans are based on uniformly loaded joists and include allowances for repetitive use members. 2. Live loads of 40 psf are assumed, Additional dead loads should be chosen based on construction materials. 3. All TrimJoist floor joists have a TOP orientation and should not be installed upside-down. 4. Stiffness factors (Uxxx) assume a minimum %-inch span -rated subfloor that has been both glued and nailed. 5. Limit total reaction (per end) to that indicated in the Maximum Reaction Table at the right. 6. Do not apply center supports, cantilevers, concentrated, or asymmetrical continuous loads without first consulting a TrimJoist representative. Opening Sizes J12 J14 J16 J18 H F111V; 14" 16" 18" D 5" 8" 9" 10" R1 8x16 10x24 12x24 14x24 R2 4x9 4x10 6x6 4x12 6x8 4x14 6x10 8x8 Good Framing Practice... Maximum Reaction Table Width 1% 3'/s 51/2 Max 3000 3500 4000 Width is the width of the loaded wall above, or the bearing wall width whichever is less. 1. All sizes given are in inches and denote maximum expected clearance 2. Rectangular opening (R1) is provided at centerline of stock length. 3. Only opening D available in 4' stock length (one opening only). 4. Only opening R1 available in 6' and 8' stock length. 5. Openings R2 & D not applicable in shaded areas (s). DO Install TrimJoists right side up. TOP is stamped on the top of each joist. DO Make sure that each TrimJoist bears on the bottom flange beneath the TrimEnd section or beneath the first metal plate if the TrimEnd section has been removed. DO Use strongback stiffeners. Although not required for structural performance, strongback adds additional resistance to impact loadings. DO Provide appropriate bearing width at each end of the TrimJoist. The required width can be found in the Maximum Reaction Table above. Use vertical web stiffeners where reactions exceed these values. DO Use TrimJoist approved hangers for flush -mounted bearing conditions. These may be purchased from your local TrimJoist dealer. DO Use an appropriately rated sub -floor that has been both glued and nailed/screwed to the top flange of the TrimJoist. DO Consult your TrimJoist dealer or representative about special loading or bearing conditions not addressed in thisApplication Guide. DO NOT cut any part of the TrimJoist except for the TrimEnd sections which are specifically designed to be field cut. DO NOT remove, cut or alter any metal plate connector on the TrimJoist withoutfirst consulting a factory engineer. DO NOT install the TrimJoist upside down without first consulting a TrimJoist factory engineer. DO NOT use a TrimJoist as a header or beam except as may be instructed by a TrimJoist engineer. DO NOT allow the TrimJoist to be supported by the top flange. All support must be from under the bottom flange. DO NOT depend on "toe nailing" to provide adequate support capacity for flush -mounted framing. Consult your local TrimJoist dealer or a TrimJoist factory engineer for proper hanger selection. DO NOT apply special support or load conditions without first consulting a TrimJoist representative. Copyright ©1997- 2004-TrimJoist Corporation - USA - All Rights Reserved TrtrlMal, TrimJoist and TrimEnd are trademarks of the TrimJoist Corporation. COUNTY OF SEMINOLE . IMPACT FEE STATEMENT:'. STATEMENT NUMBER: 07100000 DATE: February 02, 2007 BUILDING APPLICATION #: 07-10000050 BUILDING PERMIT NUMBER: 07-10000050 UNIT ADDRESS: TECH DR 209 28-19-30-5JB-0000-0250 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: G & B INVESTMENTS ADDRESS: 656 SAN PABLO AVE CASSELBERRY FL 32707 LAND USE: WARHOUSE/OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: ADDED OFFICE LESS THAN 10%. FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS N/A ROADS -COLLECTORS N/A 00 FIRE RESCUE N/A 00 LIBRARY N/A 00 SCHOOLS N/A 00 00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A i' . 00 AMOUNT D .00 STATEMENT GRE 'BONDRECEIVEDBY: I L9 J `Y SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED.THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY A\TD/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF,THE ABOVE MENQ!IONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE 'BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THk REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF.THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PIC(ED UP., OR RE?UESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STRE T, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY ' OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL :32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT`:t.OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-2516 - FAX # 407-302-2526 DATE: PE IT #: D BUSINESS NAME / PROJECT: us M ADDRESS: ot PHONE NO . L S%QNo6 CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] , PLANS REVIEW F. A. [ ] F.S. [ ] HOOD (J PAINT BOOTH [ ] BURN PEPVZ [ TENT PERMIT ] TANK PERMIT (] OTHER Fr.f e'_j n _ TOTAL FEES: $ . aif--> ( PER UNIT SEE BELO n.S 1.,AfAC^460SQ' COMMENTS: Address / Bldg. # / Unit # Square Footage Cees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I a:rtify that the above is true and correct and that will comply with all applicable codes and ordinances n of the City of Sanford, Florida. Sanford Fire Pre,4Vrt—ion Division Applicant's Signature Qry ay Run TimeProjectUNIVERSALMAPIJ1626DescriptionCEILINGJOISTWITHACUNIT3JMA2007-01-30 14:56:08 1 3 4 6 9 10 12 14 17 19 21 23 25 26 29 31 33 35 0 2 5 7 8 11 13 15 16 18 20 22 24 27 28 30 32 34 TrimJoist Project Design System 5.1 _ ------Build 2006.10.6.140 Joist Data Span: 26' Trim(L): 0 Trim(R): 0 Depth: 16.00 Spacing: 24.00 Supports Simple Supports [Brg:3.5",Inset: 0] Loads Uniform [0 to 10' from left on top chord] Live:100 psf. Dead:20 psf Uniform (10' to 26' from left on top chord] Live:20 psf. Dead:15 psf Reactions Total 0.00": Y: 2296.10 fbrg: 93.72 psi 312.00": Y: 1245.15 fbrg: 50.82 psi Live 0.00": Y: 1824.57 312.00": Y: 835.43 Dead 0.00": Y: 471.54 312.00": Y: 409.71 Max. Axial Forces, CSIs 6 Deflections Def Dead: 0.19 (L/1668) mbr[17-19], 147" Def Live: 0.58 (L/536) mbr[14-17], 138" Def Total: 0.77 (L/407) mbr[14-17], 138" P Top:-8998.36 mbr[12-14], 109.50" P Bottom: 9104.51 mbr[13-15], 121.50" P Web:-2564.59 mbr[ 2- 4], 19.12" 2019.90 mbr[ 4- 5), 31.50" CSI Top: 0.44 mbr[17-19], 169.25" CSI Bottom: 0.76 mbr[15-16], 142.75" SI Web: 0.37 mbr[ 4- 5], 25.50" Max fv: 46.08 mbr[18-20], 169.25" Max. Plate Ratios Chord Embedment 0.46 @ 2 Web Embedment 0.72 @ 20 (19-20] Shear 0.38 @ 4 Tension 0.35 @ 2 Splice Embedment 0.67 @ 8 Splice Tension 0.64 @ 8 Glue Shear Ratios Left End 0.60 Right End 0.35 Eesign Considerations Project:UNIVERSAL MAP Description:CEILING JOIST WITH AC UNIT Product application conforms to NDS 2005 Product application conforms to IBC 2006 for residential construction Product application conforms to ANSI/TPI 1-2002 Truss Plate Institute) 2 MULTIPLE PLIES HAVE BEEN CONSIDERED No Cantilevers have been considered No Concentrated Loads have been considered ANSI/TPI 1-2002 Repetitive Member Factor Applied Fb):1.15 ANSI/TPI 1-2002 Repetitive Member Factor Applied Ft):1.1 ANSI/TPI 1-2002 Repetitive Member Factor Applied Fc):1.1 200 This design is for an individual component only and is based upon information supplied to Trim,loist Corporation and the truss design professional by others. This information has not been independently verified. TrimJoist Corporation and the truss design professional expressly disclaim any responsibility for damages as the result of faulty, incorrect, or incomplete specifications, loadings or designs supplied by others. The loads shown herein, and other design assumptions, must be verified by the owner or his agent. Trusses are to be handled and erected in accordance with BCSI 1-03. Specifically, see SCSI-B7 titled Temporary and Permanent Bracing for Parallel Chord Trusses. Contractor must prevent excessive loads during construction. All temporary and permanent bracing that may be required must be supplied by others with the exception of the "strongback" requirement referenced in Trim,loist Corporation literature. All chord material is 4x2 NI Grade SP, or better. All web material is 4x2 N3 Grade SP, or better. Any design considerations marked "U:" were inserted by the user of the Trim,loist Project Design System, or their agent, and not by TrimJoist Corporation or the truss design professional. Any seal, impression, or stamp affixed hereto by any engineer or architect indicates that this analysis was made under the oversight of said engineer or architect. Design Copyright 0 199..1 2007 by TrimJoist Corporation, USA - All Rights Reserved - Phone (800)-844-8281 Stock project UNIVERSAL MAP J1612 Description CEILING JOIST 12' Qty By Run Time 3 JMA 2007-01-30 14:56:20 1 3 4 6 8 10 11 13 15 17 U 0 2 5 7 9 12 14 16 TrimJoist Project Desian Svstem 5.1 Build 2006.10.6.140 Joist Data Span: 12' Trim(L): 0 Trim(R): 0 Depth: 16.00 Spacing: 24.00 Supports Simple Supports (Brg:1.75",Inset: 0"] Loads Standard Loads (Entire Span] Live:10 psf top, 0 bottom. Dead:10 psf top, 5 bottom Reactions Total 0.00": Y: 300.00 144.00": Y: 300.00 Live 0.00": Y: 120.00 144.00": Y: 120.00 Dead 0.00": Y: 180.00 144.00": Y: 180.00 fbrg: 48.98 psi fbrg: 48.98 psi Max. Axial Forces, CSIs 6 Deflections Def Dead: 0.02 (L/7205) mbr(8-10], 72" Def Live: 0.01 (L/10194) mbr(8-10], 72" Def Total: 0.03 (L/4222) mbr(8-10], 72" P Top:-729.99 mbr[10-11], 89.88" P Bottom: 729.99 mbr( 7- 9], 72.00" P Web:-294.16 mbr[13-14], 124.88" 198.35 mbr[12-13], 112.501, CSI Top: 0.05 mbr[ 8-10], 72.05" CSI Bottom: 0.11 mbr[ 7- 9], 72.05" SI Web: 0.07 mbr[12-13], 106.50" Max fv: 12.62 mbr(B-10], 58.75" Rax. Plate Ratios Chord Embedment Web Embedment Shear Tension Glue Shear Ratios Left End 0.15 Right End 0.15 0.13 @ 14 0.24 @ 11 (11-12] 0.10 @ 13 0.10 @ 14 Lesign Considerations Project:UNIVERSAL MAP Description:CEILING JOIST 12' Product application conforms to NDS 2005 Product application conforms to IBC 2006 for residential construction Product application conforms to ANSI/TPI 1-2002 Truss Plate Institute) No Cantilevers have been considered No Concentrated Loads have been considered ANSI/TPI 1-2002 Repetitive Member Factor Applied Fb):1.15 ANSI/TPI 1-2002 Repetitive Member Factor Applied Ft):1.1 ANSI/TPI 1-2002 Repetitive Member Factor Applied Fc):1.1 This design is for an individual component only and is based upon information supplied to TrimJoist Corporation and the truss design professional by others. This information has not been independently verified. TrimJoist Corporation and the truss design professional expressly disclaim any responsibility for damages as the result of faulty, incorrect, or incomplete specifications, loadings or designs supplied by others. The loads shown herein, and other design assumptions, must be verified by the owner or his agent. Trusses are to be handled and erected in accordance with BCSI 1-03. Specifically, see BCSI-B7 titled Temporary and Permanent Bracing for Parallel Chord Trusses. Contractor must prevent excessive loads during construction. All temporary and permanent bracing that may be required must be supplied by others with the exception of the "strongback" requirement referenced in TrimJoist Corporation literature. All chord material is 4x2 #1 Grade SP, or better. All web material is 4x2 #3 Grade SP, or better. Any design considerations marked "U:" were inserted by the user of the TrimJoist Project Design System, or their agent, and not by TrimJoist Corporation or the truss design professional. Any seal, impression, or stamp affixed hereto by any engineer or architect indicates that this analysis was made under the oversight of said engineer or architect. Design Copyright © 1995-2007 by TrimJoist Corporation, USA - All Rights Reserved - Phone (800)-844-8281 tock Project UNIVERSAL MAP Qty By Run Time 11626 Description CEILING JOIST 3 JMA2007-01-30 14:56:33 1 3 4 6 9 10 12 2 5 7 8 11 14 17 19 21 13 15 16 18 20 TrimJoist Proiect Design Svstem 5. Joist Data Span: 26' Trim(L): 0 Trim(R): 0 Depth: 16.00 Spacing: 24.00 Supports Simple Supports (Brg:1.75",Inset: 0"] Loads Standard Loads (Entire Span] Live:10 psf top, 0 bottom. Dead:10 psf top, 5 bottom Reactions Total 0.00": Y: 650.00 fbrg: 106.12 psi 312.00": Y: 650.00 fbrg: 106.12 psi Live 0.00": Y: 260.00 312.00": Y: 260.00 Dead 0.00": Y: 390.00 312.00": Y: 390.00 Max. Axial Forces, CSrs 6 Deflections Def Dead: 0.33 (L/935) mbr(17-19), 156" Def Live: 0.22 (L/1399) mbr(17-19], 156" Def Total: 0.56 (L/560) mbr(17-19], 156" P Top:-3472.89 mbr[17-19], 156.00" P Bottom: 3472.89 mbr[15-16], 138.12" P Web:-749.54 mbr[ 2- 4], 19.12" 656.20 mbr[ 4- 51, 31.50" CSI Top: 0.17 mbr[17-19], 155.95" CSI Bottom: 0.40 mbr[16-18], 155.95" SI Web: 0.24 mbr[ 4- 5], 25.50" Max fv: 12.62 mbr[17-19], 169.25" 23 25 26 29 31 33 35 22 24 27 28 30 32 Build 2006.10.6.140 Max. Plate Ratios Chord Embedment 0.27 @ 2 Web Embedment 0.38 @ 4 [2-4) Shear 0.23 @ 4 Tension 0.20 @ 2 Splice Embedment 0.42 @ 8 Splice Tension 0.41 @ 8 Glue Shear Ratios Left End 0.35 Right End 0.35 Design Considerations Project:UNIVERSAL MAP Description:CEILING JOIST Product application conforms to NDS 2005 Product application conforms to IBC 2006 for residential construction Product application conforms to ANSI/TPI 1-2002 Truss Plate Institute) No Cantilevers have been considered No Concentrated Loads have been considered ANSI/TPI 1-2002 Repetitive Member Factor Applied Fb):1.15 ANSI/TPI 1-2002 Repetitive Member Factor Applied Ft):1.1 ANSI/TPI 1-2002 Repetitive Member Factor Applied Fc):1.1 Y, I/V 114 This design is for an individual component only and is based upon information supplied to TrimJoist Corporation and the truss design professional by others. This information has not been independently verified. rrimJoist Corporation and the truss design professional expressly disclaim any responsibility for damages as the result of faulty, incorrect, or incomplete specifications, loadings or designs supplied by others. The loads shown herein, and other design assumptions, must be verified by the owner or his agent. Trusses are to be handled and erected in accordance with BCSI 1-03. Specifically, see BCSI-B7 titled Temporary and Permanent Bracing for Parallel Chord Trusses. Contractor must prevent excessive loads during construction. All temporary and permanent bracing that may be required must be supplied by others with the exception of the "strongback" requirement referenced in TrimJoist Corporation literature. All chord material is 4x2 NI Grade SP, or better. All web material is 4x2 N3 Grade SP, or better. Any design considerations marked "U:" were inserted by the user of the TrimJoist Project Design System, or their agent, and not by TrimJoist Corporation or the truss design professional. Any seal, impression, or stamp affixed hereto by any, engineer or architect indicates that this analysis was made under the oversight of said engineer or architect. Design Copyright 0 1995-2007 by Trim.loist Corporation, USA - All Rights Reserved - Phone (800)-844-8281 DEVELOPMENT FEE WORKSEEET Utility Department Project NaM6-._ Y Date VOwner/Contact Person Phone: C 9 Tii e- 1) TYPE OF DEVELOPMENT: Residential Non -Residential E 2) TYPE OF UNIT(s): Single Family Multi -Family Commercial, Industrial d 3) TOTAL NUMBER OF UNITS or BUILDINGS: 4) TYPE OF UTYLITY EONNECMON: a) Meter: Individual Master * Tap Required Tap Existing b) Sewer Tap: Individual Common El Tap Required Tap Existing 5) WATER METER SIZE: %-inch[] 1-inch 1 V inch 2-inch Supplied by. Contractor 6) AWS METER: None Individual MasterAltSupplied b esWvewatersupply) Meter Meter F-1 y Contractor. a) Meter Size: 3/4-inch 1-inch 1 %2-inch 2-inch Supplied by Contractor SIJrMMARY OF IMPACT FEES,TER SET and TAP CHARGES Water impact fees........ $ /S6Z 6 0Sewer impact fees........ $ J 7 / / CC, Water Meter set .......... $ Water Meter set and tap $ Meter deposit and S/C.. $ Sewer tap ................ $ AWS Meter Set .........$ AWS Meter Tap & Set,.$ TOTAL DUE .......... $ Signature _ Utility Director or Engineer Date: a ole COMMENTS: Updated: October 1, 2006 Page 1 of 2 City of Sanford util4 Department P. O. Box 1788, Sanford, FL 32772 Water System Imn r* Fees Equivalent Residential Connection (ERC) — 300 Gallons Per Day (GPD) Residential 1242/Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more. 931.50/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms This categoryjudgment/assumption, estimation that such family waits on avers ere ( g ry is based on Commercial — Industrial — Institutional g , q 75% - 225 GPD.single family unit.) 1242 /ERU - Fixture.unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and upto, twenty (2) fixture units. For projects having more than twentydeterminedbyincrementsof25% based on multiples of five (5) fixture h'e tweenmpty 0 &btbaseforthefirstERU. (Example: twenty-five (25) fixture units will be rated as 1.25 ERU; twe ( ) units will be rated as 1.5ERU.) Y-six (2 fixture Sewer Residentialine mast. Fees Equivalent Residential Connections = 300 Gallons Per Day (GPD) 2798/Unit - Single family structure or multi -family unit containing three (3) bedrooms or more. 2098.50/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms (This category is based onjudgment/assumption/estimation that such family units on average require 75% of water and sewer service of anaveragesinglefamily .unit.) Commercial — industrial — institutional2798/ERU - Fixture unit schedule from Southern Plumbing Code will be used One ERU will be chargedtotwenty (20) fixture units. For projects having more than twenty (20) fixture U theor connection and upincrementsof25% based on multiples of five (5) fixture units above the twenty (20) fixture a base I thewillERU. (Example: twenty-five (25) fixture units 'llwt be rated as 1.25 ERU; twenty-six (26) fixture units will be rated as 1.5 ERU.) TABLE 709.I DRFUCnJREN FIXTURE UNITS FOR FYXTURESNDAGROUPS DRAINAGE FIXTURE UNIT INII IUN1 AutomaticclotheswasherscoVALUELOADFACTORSSIZEOF TRAP inches Automatic clothes washers residential 3 2 Bathroom groupconsisting of water closet, lavatory, bidet and bathtub prShower22 Bathtub (with or without overhead shower or whirlpool 6 attachments 2 Bidet 1Combination sink and tra 2 1 '/4 Dental Lavato 2 1 y2 Dental unit of cus idor 1 1 %4 Dishwashin machine° domestic 1 1 '/4 Drinkin fountain 2 1 %2 Eme en floor drain 1 %4 Standard Floor drains 0 2 Kitchen sdomestic 2 2 Footnote' Kitchen s' domesticwithfoodwastegrinderand/or dishwasher Laun 2 1 'h 1 or 2 com artments 2 1 y: Lavato L 2 1 y2 Shower compartment,domestic 1 1 %4 Sink 2 2Urinal21 y2 Urinal 1 onerflushorless4FootnoteNashsinkcircular or multi le each set of faucets Water 2e Footnoteclose flush-o- meter ublic or rivate Water close rivateinstallation24cT '/ 2. Footnote Water clo ublicinstallation ( 4 Footnote rootnote - For traps larger than 2 inche s, trench typedrains and floor sinks use Table 709.2. For SI: 1 inch - 25.4 mm, I gallon v 3.785 L. A showerhead overabathtuborwhirlpoolbathtubattachmentsdoesnotincreasetheSeesection709.2 through 709.4 for methods of co ua8e fixture unit value. e flows mP ting unit value of fixtures not listed in Table 709.1 or for rating of devices intermittent Trap size willbeconsistentwiththefixtureoutletsize. ° For the purpose of computing urinals shall notberatedatalowerPtingloadsonbuilding drains and For the nage t unit unless the lower values are confirmed by testing sewers, water closets or Purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower unless the lowervaluesareconfirmedbytesting, drainage fixture unit FOR FIXTURE DRAINS OR TRAPS FD COMMERCIAL — INDUSTRIAL — INSTITUTIONAL FEE CAL Total ERU(s) : Total F.U. 2 t}ivide by 20 = /, Z CULATION: Total Fixqu a Units (F.U.): ZL Water b" act Fee: $1242 x ! . 2 !>' ERU(s) (F. U. / 20 n ERU) ---- F U Sao Sewer Impact Fee: $ 2798 x ERU(s) _ $ 3 Updated: October 1, 2006 Page 2 or 2 Standard Phamh: t-- A- 01/26/2007 11.23 FAX G622450040 TRIMJOIST 0 003/005 Sfrn'k Pr0/ecr UNIVERSAL MAP J1626 Ur.uri,,fi„n CEILING JOIST Qn, av Run 7iu,e 3 ??? 2007-01-26 10:44:55 ntJL)1st IJIOjec:l-. Dt-sigrl Syst.t,.rtt h.1 Build 200G.10.6.110 Joiot Data Max. Plate Ratios Span: 261 Cyord Embedment 0.18 z 2 Trim(L): D.0000 web Embedment 0.53 e 4 (2-4) Trim (R): 0.0000 Shear 0.32 w 4 Depth: 16.00 Tension 0.26 2 Spacing: 24.00 Splice Embedment 0.59 a e Splice Tension 0.57 v 6 Support* Simple Supporca (Br9:1.7511.Inset: 0") Los do Standard Loads (Entire Span) Live:20 psi top, 0 bottom. Dead:10 psf top, 5 bottom Reactions Total 0.00": Y: 910.00 fbrg: 148.57 psi 312.00": Y: 910.00 fbrg:-148.57 psi Live 0.00": Y: 520.00 312.00": Y: 520.00 Dead 0.00": Y: 390.00 312.00": Y: 390.00 Max. Axial Force@, CSI@ i Deflections Def Dead: 0.33 ;L/93S) mbr(17-.19), 156" Def Live: 0.45 (L/699) mbr117-19). 156" Def Totul: 0.78 (L/400) mbr(17-19). 156" P Top:-4862.15 mbr(17.191, 156.00" P Bottom: 4662.25 mbr(16-16), 156.001, F Web: -1053.00 mbr( 2. 41, 19.12" 913.47 mbr( 4. 5). 31.50" CSI Top: o.31 mbr(17-19), 155.951, CSI Bottom: 0.56 mbr(16-18), 155.95" SI Web: 0.33 mbr( 4- 5), 25.50" Max fv: 18.93 mbr (37-19), 169,25" Glue Shear Ratios Left End 0.49 Right End 0.49 Desi,;n Considerations Projcct:UNIVERSAL MAP Description:CEILING JOIST Product dopliehtion conforms to IeDS 2005 roducc application conforms to IBC 2006 for rz;idtntial construction roducc application conforms to ANSI/TPI 1-2002 T:rues Plate Institute) Ho Cantilevere have been considered No Concei=ated Loads have been considered ANSI/TPI 1-2002 Repetitive Member Factor Applied F))) :1.15 ANSI/TPI 1-2002 Repetitive Member Factor Applied Ft.) :1.1 1,14SI/TPI 1-2002 Repetitive Member Factor Applied FC):1.I oANSOiF pt4rr®RID This de5igd it for ten individual component only and it bared up n information supplied to TrimJoict Cnrpurutiun and the Iruts design prnfettinnel by uthtra. T,hl& information huv not been independently verified. Trim,161 Corporation and the Irutt d";Rn professional expressly disclaim any rttpuMibiliiy fur damages at tht result of laulty, incorrect, or incomplete tpecirtuliunv. loadings or designs suppCtd by others. The loads shown herein, and olher detixn aseumptiont. mull be verified by the owner or his agent. Trusses dre a, hr handkd and erected in accordance with HCSI 1.03. Specifically, see BCSI-97 titk•d Temporary and Permanent Bracinir for Parallel Chord Trusses. Conlvactar must preverd cxcauve loads during cnntlrttttiot All temporary and permanenthrdeinathatmayberequiredmuttbetupplicdbyotherswiththeexceptionofthe "tt,unabnck" requirtmrm rvtfrreuced in Trim.lui)t Corporation literature, All chord mnccriel is 4x2 at Grade SP. or Letter. All wch mnccrial it 4i2 03 Grade SP. ter better. Any design Onliderationt marked "(I:" were inserted bytheuserofthe '1'rimJoisl Project Detijin $)stem, or thtir ugcni. and not by Trimfriiit Corpurnlion or the outs design prdfestionnl. Any &cal. impreftion. or stamp affixed herein by any engineer or archi(ect indkairt abut this unalysit was made under the oversight of raid engineer or nrehiircl. Design Copyright 0 1995-21107 ny 'rrim.loi&I Corporailon, USA - All Riahu kc%crvcd - Phone (800)-844-8281 01/26/2007 11.23 FAX G622450040 TRIMJOISI @ 004/005 51ock yrojerf- UNIVERSAL MAP J1612 Dett ri()lir" ) CEILING JOIST 12' T'LimJoist Project Design System S.1 Joist Data Max. place Ratios Span: 12, Ch3rd Embedment Trim(L): 0.0000 web Embedment; Trim(R): 0.0000 Sh5ar Depth: 16.00 Tension Spacing: 24.00 supports Simple Supports (erg:1.75^,Inset- 01,) Loada Standard Loads (Enr.ire Span) Live:20 pef cop, 0 bottom. Oead:lo psf cop, 5 bottom Reactions Total 0.00": Y: 420.00 fbL-g: 6e.57 psi 144.00": Y: 420.00 fbrg: 60.51 psi Live 0.00": Y: 240.00 144.00": Y: 240.00 Dead 0.00": Y: 180.00 144.00": Y: 180.00 etax. Axial Forcea, CSZe A Dellect.Lone Def Dead: 0.02 (L/7205) mbrle-101, 72" Def Live: 0.03 IL/5097) mbrle-10), 72" Def Total: 0.05 (L/2985) mbr(e-10). 72" P Top:-1021.88 mbr( 6- 8), 54.12" P Bottom: 1021.80 mbr( 7- 9), 72.00" P web:-415.97 mbr(13-14), 124.08" 272.26 mbr(12-13), 112.50" CSI Top: 0.07 mbrl 8.10), 72.05" CSI Bottom: 0.15 mbr( 7- 91, 72.05" SI web: 0.10 mbr112-131, 106.50" Max fv: 18 93 mbr(8-10). 58.75', Glue Shear Racioa Le::t End : 0.20 Right End : 0.20 Qry Uy nun lime 3 ??? 2007-01-2610:50:04 j Ruild 2006.10.6.140 0.19 w 14 0.34 !0 6 (5-6) 0.14 tV 13 0.13 ' 14 Design Considerations Project:UNIVERSAL MAP Description:CEILING JOIST 12, Product application conforms to NDS 2005 Product application conforms t0 IBC 2006 for reoldentietl con3truction Product application conforms to ANSI/TPI 1-2002 TruOr.• Plate Institute) Ho Cantilevers have been considered No Concentrated Loadb have been considered F.NSI/TPI 1-2002 Repetitive Member Factor Applied Fb):1.15 1NSI1TPI 1-2002 Repetitive Member Factor Applied Ft):l.i PNSI/TPI 1-2002 Repetitive Member Factor Applied Fc):1.1 ANC REVIEWEDP CITY 0F CANFORp Thisdetirn r fnr as individual component only &-nd is based apvn information suppliedto Trienjoitl Corporation and the truss design prortssional by oihert. Thisinformallonhasnotheen ,ndcpcndcntly verlfled. Trim,loitt Curpprnlion and the Irtce de%ixn profeshional expressly disclaim any responsibility for dumrxesnstheresultoffaulty, incorrect, ar incnmplrte sperifleatlant. loading% nr designs supplied by other.. Thu loads shown herein, and other design assumplions, mu,t he verified by thr owner or his agent. Trusecs nee to be handled and erected in accordance with BC91 1•10. ypccifically. gee BCSI.81 iiilcdTemporaryandPermuocnt [!racing for Parallel Chord Trusses. Contractor mull prevent e Letsivc losds durinc camiruuinn. All temporary and permanent bracing that may he required must be supplied h1 others with the excepLion of the "stronlibuck" requirement referenced in TrinsJoist Corporadns literature. Allchordmsierbslis4c2klGradeSP, nr hexe, all web matcrinl is 4aI 43 Grade SP, ur bcUrr. Any det;gn coneidcnttions marked "U:" were inicelcel by the user of thv TrinsJoitt Project Desig,t 9y.tcm, t,r their agent, and not by TrimJuist Corporation or the truss design profenlonel. Any %eal, imprescion. or sumo afNed herd,) by any cnrinccr or architect indicates that this analysis was made under the nrtmixht or said engineer or. architect. Design Copyright 0 1995.2007 by Trim,luist Corporstlon. USA - all Rights Reerrvcd • Phone (600)444.8281 01/26/2007 11 24 FAX 6622450040 TRIminisi m 005/005 Stock Pol.irrM tUNIVERSALAP 0j626fi-stunt- CEILING JOIST WITH AC UNIT 0 2 5 7 8 11 13 15 16 TrimJoi t Projet:_t- De:liyn-5 51.rm 5.'1 Joist Data Span: 26, Trim ( LI : 0 TrimIR1 : 0 Depth: 16.00 Spacing: 24.00 Bupporte Simple Supports (Brg:3.5e,Inset: 01 Loads Uniform ( 0 to 10, from left on top chord) Live.: 100 psi. De.ad:20 pof Uniform ( 10, to 26, from left on cop chord) Live: 20 pef. Dead:15 pelf Reaeeiona total 0. 0011: Y: 2296.10 fbrg: 93.72 Pei 312. 001: Y: 1245.15 fbrg: 50.62 psi Live 0. 00": Y: 1624.57 312. 00": Y: 835.43 Dead 0. 00": Y: 471.54 312. 00": Y: 409.71 Max. Axial Forces, Csis A Deflection$ Def Dead: 0.19 (L/1666) mbr(17-19). 147" Def Live: O.SS (L/536) mbr(14-17), 138', Def Total: 0.77 (L/407) mbr(14-17), 138" P Top:-8990.36 mbr(12-14), 10q.50" P Bottom: 9104.51 mbr(13-15), 121.50" P Web:-2564.59 inbr( 2- 4), 19.12" 2019. 90 mbr( 4- 5), 31.50" CSI Top: 0.44 mbr(17-19), 169.251, CSI Bottom: 0.76 mbl•(15-16), 142.75" 9I Web: 0.37 mbr( 4- 5), 25.50" Max fv: 46.0e mbr(18-20), 169.25" Q7 . dy (tun Tone ....------ 3 ??? 2007.01-26 11:03.22 1. 9 21 23 25 26 29 31 33 35 18 20 22 24 27 26 30 32 4 Build 2006.10.6.190 Max. Plate Ratio$ Chord Embedment 0.46 u 3 web Embedment 0.72 w 20 (19-20) Shear 0.38 tt 4 Tension 0.35 u7 2 Splice Embedment 0.67 w 8 Splice Tension 0.64 tq 8 Clue Shear Rados Left End 0.60 Right End 0.35 Deeicrn Conelderaelone 1? ro]ect:UNTVERSAL MAP Ileecription: CEII•LNG JOIST WITH AC UNIT Product application conforms to NDS 3005 Product application conforms to IBC 2006 for re: tidenciel construction Product application conforms to ANSI/TPI 1-2002 Truce Place Institute) MULTIPLE PLIES HAVE BEEN CONSIDERED No Cantilevers have been considered No Concentrated Loads have been considered t. NSI/TPI 1-2002 Repetitive Member Factor Applied Wk.): 1.15 PNSI1TP1 1-2002 Repetitive Member Factor Applied Fc): 1.1 ANSI/ TPI 1-2002 Repetitive Member Factor Applied N' c) :1.1 IEW® p A OF SANFORD This doiEn is for an Individual euenpnnent unly and is based upon Information tupplicd to Trim,loiot Corporot)nn roll the Iruse dmign profetdonel by )then. Thisinformationhasnotbeenindependently ,criftd. Trimloiet Corporation and the truss detlen profettinnal eapretsly disclaim ant rttp0lHibility Air dinaie_, os the result of faulty, inenrmcs. Vr iac)mplet) specifications. losdings or desiKn, supplied by others. The Iurd% shown hcrain. slid othte dalgn attumpti) ns, must be vcrified b) the owner or his ogrnt. 'Trusses are to he handled and erected In accordance wilh 601 1.01 Specifically. tee RC91.07 WellTemporaryandPermanentBracingforParalltlChordTrusses. Contractor tntat pri:vcnl eacersive Ios(lt during construction. All lemporar) and pvrmancne brmingthatmayberequiredmuNIn: supplied by others with the esceptiva of the 'ltrongbsck" requiremcnl referenced in TrlmJoat C.orpuri lion literature. 411churlmaterialis4a201GradeSP, or boles. All web material It dal 03 Grade SP. or better. Any detien eonsidetationt marked "U:" were insertad by she user of the Trim.loisl Project Design Syalem, ar their aecnt, and not b) TrimJnist Corporation or the trust deign professional. .Ally seal. intprt%li ,, orslamsaffieedheretobyanyvngineerorarchitectIndieale+ )hat this ona_y.is wits made under the 0-ers7Ohl of said engineer or architect. floelgm 07 CopyrightO1995.20by TrimJebl Corpora _ Corporation, IISAA0 Rights Rcscrved - Phone (900)4444281 01/26/2007 11:23 FAX 6622450040 TRIMJOISi 0 002/005 PRODUCT APPROVAL In regards to the TrimJoist product, and its compliance with governing building codes. All TrimJoist have been designed in accordance with the recommendations of the Truss Plate Institute (TPI). Section 2306.1 of the IBC 2003 references TPI in the area of metal -plate - connected wood trusses, The metal plates that we use have been tested and certified under the following: ANSI/TPI 1 -2002 ICC-ES Legacy Report NER-691 Section 2306.1 also references the American Forest & Paper Association which publishes the NDS National Design Specifications for Wood Construction that covers the chord and web materials used in the fabrications of the TriWoist. Chapter 35 of the IBC-2003 "REFERENCED STANDARDS" also references the APA American Plywood Association that covers the materials used in the solid "I" section of the Trimdoist. Additional measures for in-house quality control such as periodic random stress test, help to assure the materials used in a TrimJoist are meeting the criteria under which they were designed. Chapter 17 of the IBC-2003 "STRUCTURAL TEST'S AND SPECIAL INSPECTIONS" 1702.1 "APPROVED AGENCY" TrimJoist is tested by PITS; a third party independent testing organization for wood products. PFS # 955 and Mill it 510 are the PFS identifying numbers for Trimbist. Any questions regarding the use of TrinUoist can be directed to 1 - 800 - 844. 8281. TrimJoist Corporation PO Drawer 2286 Columbus, Ms. 39704 F_sN E R-691 LEGACY REPORT Reissued November 1, 2004 ICC Evaluation Service, Inc. I BusinesslRegional Office 5360 Workman Mill Road, Whittier, California 90601 (562) 699-0543 Regional Office E 00 Montclair Road, Suite A, Birmingham, Alabama 35213 (205) 599-9800 WWW.ICC-@S.OiQ Regional Office m 4351 West Rossmoor Road, Country Club Hills, Illinois 60478 m (708) 799-2305 Legacy report on 2000 International Building Code®, the 2000 International Residential Code for One- and Two - Family Dwellings', the 2002 Accumulative Supplement to the International Codes TM, the BOCA® National Building Code/1999, the 1999 Standard Building Code' and the 1997 tiniform Building Code TM" DIVISION 06 — WOOD AND PLASTICS Section 06090 — Wood and Plastic Fastenings ROBBINS ENGINEERING, INC. 13025 N. NEBRASKA AVENUE TAMPA, FLORIDA 33612 1.0 SUBJECT 1.1 Robbins Lock (RL) Metal Plate Connector 1.2 Robbins High Strength (RHS) Metal Plate Connector 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural 3.0 DESCRIPTION Robbins Lock (RL) and Robbins High Strength (RHS) truss connector plates are used as connector plates in the construction of metal plate connected wood roof and floor trusses. Robbins Lock (RL) and Robbins High Strength (RHS) metal plate connectors are toothed metal plates punched from 20 gauge sheet steel. The sheet steel conforms to ASTM A 653, Grade 40 minimum steel for RL connectors, and ASTM A 653 SO, HSLA Type I, Grade 60 for RHS connectors, and is galvanized in accordance with ASTM A 924 with a coating designation G60. The teeth are 3/, inch (9.5 mm) long, formed in pairs from slots ,, by'/e inch (12.7 by 3.2 mm) in size, spaced at 1 inch (25.4 mm) on center in the A direction parallel to slot direction) and '/, inch (6.35 mm) on center in the E direction (perpendicular to the slot orientation). The slots are fully staggered. This pattern produces eight teeth per square inch (0.0124 teeth per mm2). The RL connectors are identified by the indentation marks ROBBINS" on the surface while the RHS connectors are identified by a coat of green paint and the indentation marks ROBBINS" on the surface. The RL and the RHS connector plates are available in lengths side parallel to the longer side of holes) of 2 to 24 inches (51 to 610 mm) and widths (side perpendicular to the longer side of holes) of 1 to 12 inches (25 to 305 mm). Design values for the RL and RHS connector plates have been obtained from tests conducted in accordance with ANSI/TPI 1 and are set forth in Section 4 of this report. 4.0 INSTALLATION 4.1 General The manufacturer's published installation instructions and this report shall be adhered to and a copy of these instructions shall be available at all times on the job site during installation. 4.2 Design Values Design values for the Robbins Lock and the Robbins High Strength connector plates to be used in the design of metal plate connected wood roof and floor trusses are as follows: Wide Face Lateral Resistance (lb/in' of gross plate area)','-' RL Plate Grain/Load Orientation Lumber AA EA AE EE Species Southern Pine 253 171 178 125 Spruce Pine Fir 224 138 116 109 Douglas Fir 243 141 140 101 Hem Fir 219 128 120 108 LVL5 214 135 152 87 ICC-ES legacy reports arc not to be construed as representing aesthetics or airy other attribute; not specifically addressed, nor are thev to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warrant), by ICC Evaluation Service. Inc.. erpress or implied, as to 0"P.11amfindingorothermatterinthisreport, or as to anv product covered by the report Copyright © 2004 Page 1 of 2 Page 2 of 2 RHS Plate Grain/Load Orientation" Lumber AA EA AE EE Species Southern Pine 266 157 192 119 Spruce Pine Fir 227 139 123 104 Douglas Fir 246 128 148 107 Hem Fir 211 149 132 115 LVL5 203 120 156 91 Notes: 1. Values for narrow face lateral resistance shall be determined by reducing the wide face lateral resistance values by 15%. 2. Values valid for hydraulically embedded plates only. 3. Multiply values reported Ib/in2 by 0.006897 to obtain values in terms of N/mm2. 4. Orientations are defined as follows: AA = Load parallel to grain, metal connector plate length parallel to load. EA = Load parallel to grain, metal plate connector length perpendicular to load. AE = load perpendicular to grain, metal connector plate length parallel to load. EE = load perpendicular to grain, metal connector plate length perpendicular to load. 5. LVL is 2.OE/2850Fp of Georgia-Pacific Corporation. Tension Effectiveness Ratio (%) Plate Direction Strength Ratio RL 0° 75.7 90° 26.3 RHS 0° 69.5 90° 23.7 Shear Resistance Effectiveness Ratio (%) Strength Ratio Plate Plate Direction RL RHS 0° 55.8 51.2 30° 60.0 53.5 60° 66.5 60.4 90° 60.3 58.8 120° 47.5 45.4 150° 42.9 39.0 NER-691 This evaluation report is limited to the evaluation of onnection capacity of the Robins RL and RHS connector plates. The design, manufacture, and installation of trusses employing the RL and RHS plates has not been evaluated. 5.0 IDENTIFICATION ach RL and RHS connector 3 inches (76.2 mm) in width or wider and 25% of RL and RHS connectors less than 3 inches 76.2 mm) in width shall be identified by the indentation mark ROBBINS" on the surface. RHS connectors shall be dentified by a coat of green paint. Additionally, shipping containers of RL and RHS metal plate connectors plates shall contain the name of the manufacturer, the trademark of he connector (RL or RHS), the ICC-ES legacy report number or field identification. The phrase "Refer to this Evaluation Report for Code compliance" shall be printed in the manufacturer's literature and installation instructions referencing this ICC-ES legacy lumber. 6.0 EVIDENCE SUBMITTED 6.1 Report of tests conducted on the RL and RHS connector plates in accordance with the ANSI/TPI 1, prepared by PFS Corporation and Robbins Engineering Corporation, dated September 17, 1997, signed by Phillip J. O'Regan and Larry A. Beineke, Ph.D., P.E. 6.2 Robbins Manufacturing Company's Quality Control Manual for Truss Connector Plates, dated September 27, 1997, signed by representatives of Robbins Manufacturing Company and PFS Corporation. 7.0 CONDITIONS OF USE The ICC-ES Subcommittee for the National Evaluation Service finds that Robbins Manufacturing Company Truss Plate Connectors described in this report comply with the 2000 International Building Code®, the 2000 International Residential Code for One- and Two -Family Dwellings®, the 2002Accumulative Supplementto the International CodeSTM, the BOCA" National Building Code/1999, the 1999 Standard 3uilding Code® and the 1997 Uniform Building Code TM subject to the following conditions: 7.1 The design values (tooth values, tension ratios, shear ratios, plate strength, etc) used in the design of metal plate connected wood trusses using the RL and the RHS truss connector plates shall not exceed those listed in Section 4 of this report. 7.2 Design calculations and details for specific applications shall be furnished to the code official verifying compliance with this report and the applicable code. The individual preparing such documents shall possess the necessary credentials regarding competency and qualifications as required by the applicable code and the professional registration laws of the state where the construction is undertaken. 7.3 All lumber used in the fabrication of trusses using the RL and RHS truss connector plates shall be stress graded in compliance with the adopted building code and shall have a moisture content not to exceed 19% at the time of assembly. 7.4 Each connector plate shall be clearly identified as noted in Section 5 above. 7.5 This report is subject to periodic re-examination. For information on the current status of this report, contact the ICC-ES. Florida Energy Efficiency Code For Building Construction Florida Department of Community Affairs EnergyGauge FlaCom v 2.11 FORM 40OA-2004 Whole Building Performance Method for Commercial Buildings Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Short Dese: Office Project: Universal Maps Office Owner: Address: 209 'tech Drive City: Sanford State: FI PermitNo: 0 Zip: 0 Storeys: I Type: Office *Conditioned Area: 1842 • denotes lighted Class: Renovation to existing buildin*g Cond + UnCond Area: 1842 area. Does not include wall croseclion areas Max Tonnage: 5.0 (if different, write in) Compliance Summary Component Design Criteria Result Gross Energy Use 1,165.69 1,310.29 PASSES LIGHTING CONTROLS EXTERNAL LIGHTFNG PLANS RE -VIEWEDI-IVAC SYSTEM PLANT C!"tY A A F WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES None Entered PASSES None Entered PASSES PASSES Yes/No/NA IMPORTANT NOTE: An input report .Print -Out from EnergyGauge Com of this design building must be submitted along with this Compliance Report. 10/4/2006 EnergyGauge FlaCom v 2.11 FORM 40OA-2004 I I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Effie ncy Code. PREPAR D BY: D. Adams DATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: OWNER AGENT - DATE: If required by Florida law, I hereby certify (") that the system design is in REGISTRATIONcompliancewiththeFloridaEnergyCode. No. ARCHITECT: ELECTRICAL SYSTEM DESIGNER: Darius Adams 53236 LIGHTING SYSTEM DESIGNER: Darius Adams 53236 MECHANICAL SYSTEM DESIGNER: R Diaz 60056 PLUMBING SYSTEM DESIGNER: Signature is required•where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 10/4/2006 EnergyGauge FlaCom v 2.11 FORM 400A-2004 2 0 Project: Office Title: Universal Maps Office Type: Office WEA File: Orlando.TMY) Whole Building Compliance Design Reference Total 89.34 100.00 1,165.69 1,310.29 ELECTRICITY(MBtulkWhl$ 89.34 100.00 23,083.00 25,844.00 1,165.69 1,310.29 AREA LIGHTS 18.59 24.49 4,814.00 6,321.00 243.11 320.47 MISC EQUIPMT 11.79 11.79 3,043.00 3,043.00 153.67 154.28 PUMPS & MISC 0.11 0.11 32.00 32.00 1.62 1.62 SPACE COOL 26.30 26.98 6,785.00 6,987.00 342.64 354.24 VENT FANS 32.54 36.62 8,409.00 9,461.00 424.65 479.67 Credits & Penalties (if any): Modified Points: 139.35 PASSES External Lighting Compliance Description Category Allowance Area or Length ELPA CLIP W/Unit) or No. of Units (W) (W) Sgft or ft) None 10/4/2006 EnergyGauge FlaCom v 2.11 FORM 40OA-2004 Project: Office Title: Universal Maps Office Type: Office WEA File: Orlando.TMY) Lighting Controls Compliance Acronym Ashrae Description Area No. of Design Min Compli- ID sq.ft) Tasks CP CP ance PrOZo I Sp 1 17 Office - Enclosed 138 1 8 4 PASSES PrOZoI Sp3 15 Conference/meeting (Multiple 240 1 2 1 PASSES Functions) PrOZo ISp4 6 Toilet and Washroom 75 1 4 2 PASSES PrOZo 1 Sp6 16 Office - Open Plan 800 1 2 1 PASSES PrOZo ISp6 15 Conference/meeting (Multiple 50 1 2 1 PASSES Functions) PrOZo ISp7 15 Conference/meeting(Multiple 50 1 2 1 PASSES Functions) PASSES Project: Office Title: Universal Maps Office Type: Office WEA File: Orlando.TMY) System Report Compliance PrOSyl System 1 Constant Volume Air Cooled No. of Units Single Package System < 1 65000 Btu/hr Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled < 65000 Btu/h 10.00 9.70 10.00 PASSES Cooling Capacity Air Handling Air Handler (Supply) - 0.80 0.90 PASSES System -Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None 10/4/2006 EnergyGauge FlaCom v 2.11 FORM 400A-2004 Project: Office Title: Universal Maps Office Type: Office WEA File: Orlando.TMY) Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance Water Heater 2 Electric water heater > 12 (kW] 1.00 211.7( PASSES PASSES Project: Office Title: Universal Maps Office Type: Office WEA File: Orlando.TMY) Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance linchesl Runout? Temp Btu-in/hr Thick linj Thick linj JFJ SF.FJ Heating System (Steam, Steam 0.25 False 105.00 0.28 2.00 0.50 PASSES Condensate, & 1-lot Water) PASSES 10/4/2006 EnergyGauge FlaCorn v 2.11 FORM 400A-2004 Project: Office Title: Universal Maps Office Type: Office WEA File: Orlando.TMY) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met System 407.1 HVAC Load sizing has been performed Ventilation 409.1 Ventilation criteria have been met ADS 410.1 Duct sizing and Design have been performed T & B 410.1 Testing and Balancing will be performed Motors 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met O & M 102.1 Operation/maintenance manual will be provided to owner Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it Report 101 Input Report Print -Out from EnergyGauge FlaCom attached? 10/4/2006 EnergyGauge FlaCom v 2.11 FORM 40OA-2004 6 Project Name: Office Project Title: Universal Maps Office Address: 209 Tech Drive State: Fl Owner: EnergyGauge FlaCom v 2.11 INPUT DATA REPORT Proiect Information Orientation: North Building Type: Office Building Classification: Renovation to existing building No.of Storeys: 1 GrossArea: 1842 Zones No Acronym Description Type Area Multiplier lsfl Total Area lsfl 1 PrOZoI Zone 1 SOUTH CONDITIONED 1842.0 1 1842.0 Spaces No Acronym Description Type Depth iftl Width Height Multi Total Area iftl iftl plier lsfl Total Volume lcfl 10/4/2006 EnergyGauge FlaCom v 2.11 In Zone: Pr0Zo1 1 PrOZOI Sp l office Office - Enclosed 1.00 138.00 10.00 4 552.0 5520.0 2 PrOZo ISp3 break rm Conference/meeting 1.00 240.00 10.00 1 240.0 2400.0 Multiple Functions) 3 PrOZo ISp4 Zo0Spl toilet Toilet and Washroom 1.00 75.00 10.00 2 150.0 1500.0 4 PrOZo I Sp6 open offices Office - Open Plan 1.00 800.00 10.00 1 800.0 8000.0 5 PrOZo 1 Sp6 mech nn Conference/meeting 1.00 50.00 10.00 1 50.0 500.0 Multiple Functions) 6 PrOZo I Sp7 storage Conference/meeting 1.00 50.00 10.00 1 50.0 500.0 Multiple Functions) Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire IWI Ctrl pts In Zone: PrOZol In Space: Pr0Zo1Sp1 I Compact Fluorescent General Lighting 1 96 96 Manual On/Off 2 In Space: PrOZoISp3 I Compact Fluorescent General Lighting 3 96 288 Manual On/Off 2 In Space: Pr0Zo1Sp4 1 Compact Fluorescent General Lighting 1 64 64 Manual On/Off 2 In Space: Pr0Zo1Sp6 1 Compact Fluorescent General Lighting 7 92 644 Manual On/Off 2 In Space: Pr0Zo1Sp6 1 Compact Fluorescent General Lighting 1 64 64 Manual On/Off 2 In Space: Pr0Zo1Sp7 I Compact Fluorescent General Lighting 1 64 64 Manual On/Off 2 10/4/2006 EnergyGauge FlaCom v 2.11 Walls No Description Type Width H (Effec) Multi Area DirectionConductance Heat Dens. R-Value Ifti Iftl plier jsfj jBtu/hr. sf. F] Capacity jib/cq jh.sf.F/Btuj Btu/sf.Fl In Zone: PrOZol I PrOZoI WaI north 8 in. I.w.conc. block, 50.00 12.00 1 600.0 North 0.1484 6.0444 35.57 6.74 1.36 in. insul, finish Windows No Description Type Shaded U SHG Vis.Tr W H (Effec) Multi Total Area Btu/hr sf F1 IN Iftl plier Is11 In Zone: In Wall: Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value Iftl Iftl plier Isfl Btu/hr. sf. Fj jib/cfl [Btu/sf. Fj jh.sf.F/Btuj In Zone: In Wall: Ell Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value iftl ifti plier Isfl Idegl Btu/hr. Sf. F1 Btu/sf. F1 jib/cfl jh.sf.F/Btuj In Zone: 10/4/2006 EnergyGauge FlaCom v 2.11 Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area Btu/hr sf Fj Ift1 A Isf1 IS11 In Zone: In Roof: Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value IN Iftl plier Isf] [Btu/hr. sf. Fj lBtu/sf. F1 jib/cf] Ih.sf.F/Btul In Zone: PrOZol I PrOZoIFlI Concrete floor, 43.00 43.00 1 1849.0 0.5987 9.33 140.00 1.67 carpet and rubber pad Systems PrOSyl System 1 Constant Volume Air Cooled Single No. Of Units 1 Package System < 65000 Btu/hr Component Category Capacity Efficiency IPLV I Cooling System (Air Cooled < 65000 Btu/h Cooling Capacity) 2 Air Handling System -Supply (Air Handler (Supply) - Constant Volume) 60000.00 10.00 10.00 1200.00 0.80 Plant Equipment Category Size Inst.No Eff. IPLV 10/4/2006 EnergyGauge FlaCom v 2.11 Water Heaters W-Heater Description Capacit Cap.Unit 1/P Rt. Efficient Loss I Electric water heater 30 [Gal] 45 [M] 1.0000 [Ef] [Btu/h] Ext-Lighting Description Category No. of Watts per Area/Len/No. of units Luminaires Luminaire Isf/ft/No] Control Type Wattage W] Piping No Type Operating Insulation Temperature Conductivity 1171 I Btu-in/h.sf.Fj Nomonal pipe Diameter linj Insulation Thickness linj Is Runout? I Heating System (Steam, Steam Condensate, & Hot Wat 105.00 0.28 0.25 2.00 No 1. Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance Btu/h.sf.Fl 10/4/2006 EnergyGauge FlaCom v 2.11 5 Materials Used Only R-Value RValue Thickness Conductivity Density SpecificHeat Mat No Acronym Description Used Ih.sLF/Btul IN lBtu/h.ft.Fl jib/cfl Btu/Ib.Fj 151 Mad 151 CONC HW, DRD, 1401-13, No 0.4403 0.3333 0.7570 140.00 0.2000 41N 178 Matl178 CARPET W/RUBBER PAD Yes 1.2300 42 Mat142 8 in. Lightweight concrete No 2.0212 0.6670 0.3300 38.00 0.2000 block 29 Mat129 1.36 in. Insulation No 4.5440 0.1136 0.0250 5.70 0.2000 7 Mat17 Gyp or Plaster Finish No 0.1738 0.0417 0.2400 78.00 0.2600 Constructs Used Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.Fl jBtu/sLFj jib/cfl jh.sf.F/Btuj 1004 Concrete floor, carpet and rubber pad No No 0.60 9.33 140.00 1.6703 Layer Material Material Thickness Framing No. A Factor 1 151 CONC HW, DRD, 1401-13, 4IN 0.3333 0.00 2 178 CARPET W/RUBBER PAD 0.00 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct lBtu/h.sf.Fl jBtu/sLFj alb/cq Ih.sf.F/Btul 1050 8 in. I.w.conc. block, 1.36 in. insul, finish No No 0.15 6.04 35.57 6.7390 Layer Material Material Thickness Framing No. Ifti Factor 1 42 8 in. Lightweight concrete block 0.6670 0.00 2 29 1.36 in. Insulation 0.1136 0.00 3 7 Gyp or Plaster Finish 0.0417 0.00 10/4/2006 EnergyGauge FlaCom v 2.11 10/4/2006 EncrgyGaugc FlaCom v 2.11 Florida Energy Efficiency Code For Building Construction Florida Department of Community Affairs EnergyGauge FlaCom v 2.11 FORM 40OA-2004 Whole Building Performance Method for Commercial Buildings Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Short Dese: Office Project: Universal Maps Office Owner: Address: 209 "fech Drive City: Sanford State: FI I?ermitNo: 0 Zip: 0 Storeys: I Type: Office *Conditioned Area: 1842 ' denotes lighted Class: Renovation to existing building *Cond + UnCond Area: 1842 area. Does not include wall crosection areas Max Tonnage: 5.0 (if different, write in) Compliance Summary Component Gross Energy Use LIGHTING CONTROLS EXTERNAL LIGI-1TING I-IVAC SYSTEM PLANT WAITER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance fi•om Check List? Design 1,165.69 Criteria Result 1,310.29 PASSES PASSES Nonc Entercd PASSES None Entcred PASSES PASSES Ycs/No/NA IMPORTANT NOTE: An input report Print -Out from EnergyGauge Com of this design building must be submitted along with this Compliance Report. 10/4/2006 EnergyGauge FlaCom v 2.11 FORM 40OA-2004 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Efficiency Code. PREP%RED BY: D. Adams DATE: I hereby,certify that this building is in compliance with the Florida Energy Efficiency Code. Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: OWNER AGENT - DATE: If required by Florida law, I hereby certify (') that the system design is in compliance with the Florida Energy Code. REGISTRATION No. ARCHITECT: ELECTRICAL SYSTEM DESIGNER: Darius Adams 53236 LIGHTING SYSTEM DESIGNER: Darius Adams 53236 MECHANICAL SYSTEM DESIGNER: R Diaz 60056 PLUMBING SYSTEM DESIGNER: Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 10/4/2006 EnergyGauge FlaCom v 2.11 FORM 400A-2004 2 Project: Office Title: Universal Maps Office Type: Office WEA File: Orlando.TMV) Whole Building Compliance Design Reference Total 89.34 100.00 1,165.69 1,310.29 ELECTRIC ITY(MBtulkWhl$ 89.34 100.00 23,083.00 25,844.00 1,165.69 1,310.29 AREA LIGHTS 18.59 24.49 4,814.00 6,321.00 243.11 320.47 MISC EQUIPMT 11.79 11.79 3,043.00 3,043.00 153.6 7 154.28 PUMPS & MISC 0.11 0.11 32.00 32.00 1.62 1.62 SPACE COOL 26.30 26.98 6,785.00 6,987.00 342.64 354.24 VENT FANS 32.54 36.62 8,409.00 9,461.00 424.65 479.67 Credits & Penalties (if any): Modified Points: 89.35 PASSES External Lighting Compliance Description Category Allowance Area or Length ELPA CLP W/Unit) or No. of Units (W) (W) Sgft or ft) None 10/4/2006 EnergyGauge FlaCom v 2.11 FORM 40OA-2004 Project: Office Title: Universal Maps Office Type: Office WEA File: Orlando.TMY) Lighting Controls Compliance Acronym Ashrae Description Area No. of Design Min Compli- ID sq.ft) Tasks CP CP ance PrOZo ISp1 17 Office - Enclosed 138 1 8 4 PASSES PrOZo I Spa 15 Conference/meeting (Multiple 240 1 2 1 PASSES Functions) PrOZo ISp4 6 Toilet and Washroom 75 1 4 2 PASSES PrOZo I Sp6 16 Office - Open Plan 800 1 2 1 PASSES PrOZo ISp6 15 Conference/meeting(Multiple 50 1 2 1 PASSES Functions) PrOZoI Sp7 15 Conference/meeting (Multiple 50 1 2 1 PASSES Functions) PASSES Project: Office Title: Universal Maps Office Type: Office WEA File: Orlando.TMY) System Report Compliance PrOSyl System 1 Constant Volume Air Cooled No. of Units Single Package System < 1 65000 Btu/hr Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled < 65000 Btu/h 10.00 9.70 10.00 PASSES Cooling Capacity Air Handling Air Handler (Supply) - 0.80 0.90 PASSES System -Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None 10/4/2006 EnergyGauge FlaCom v 2.11 FORM 400A-2004 Project: Office Title: Universal Maps Office Type: Office WEA File: Orlando.TMY) Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss Hance Water Heater 2 Electric water heater > 12 [kW] 1.00 211.7( PASSES PASSES Project: Office Title: Universal Maps Office Type: Office WEA File: Orlando.TMY) Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance linchesl Runout? Temp 113tu-in/hr Thick linj Thick linj JFJ SF.FJ Heating System (Steam, Steam 025 False 105.00 0.28 2.00 0.50 PASSES Condensate, & 1-lot Water) PASSES 10/4/2006 EnergyGauge FlaCom v 2.11 FORM 40OA-2004 Project: Office Title: Universal Maps Office Type: Office WEA File: Orlando.TMY) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met System 407.1 HVAC Load sizing has been performed Ventilation 409.1 Ventilation criteria have been met ADS 410.1 Duct sizing and Design have been performed T & B 410.1 Testing and Balancing will be performed Motors 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met O & M 102.1 Operation/maintenance manual will be provided to owner Roof/Cell 404.1 R-19 for Roof Deck with supply plenums beneath it Report 101 Input Report Print -Out from EnergyGauge FlaCom attached? 10/4/2006 EnergyGauge FlaCom v 2.11 FORM 40OA-2004 6 Project Name: Office Project Title: Universal Maps Office Address: 209 Tech Drive State: FI Zip: u Owner: EnergyGauge FlaCom v 2.11 INPUT DATA REPORT Project Information Orientation: North Building Type: Office Building Classification: Renovation to existing building No.of Storeys: I GrossArea: 1842 Zones No Acronym Description Type Area Multiplier IS11 Total Area IS11 I PrOZoI Zone I SOUTH CONDITIONED 1842.0 1 1842.0 Spaces No Acronym Description Type Depth IN Width Height Multi Total Area Iftl Iftl prier Isfl Total Volume left 10/4/2006 EnergyGauge FlaCom v 2.11 1 In Zone: PrOZol 1 PrOZo I Sp I office Office - Enclosed 1.00 138.00 10.00 4 552.0 5520.0 2 PrOZo ISp3 break rm Conferencehneeting 1.00 240.00 10.00 1 240.0 2400.0 Multiple Functions) 3 PrOZo ISp4 ZoOSpI toilet Toilet and Washroom 1.00 75.00 10.00 2 150.0 1500.0 4 PrOZo I Sp6 open offices Office - Open Plan 1.00 800.00 10.00 1 800.0 8000.0 5 PrOZo 1 Sp6 meth rm Conference/meeting 1.00 50.00 10.00 1 50.0 500.0 Multiple Functions) 6 PrOZo ISp7 storage Conferencehneeting 1.00 50.00 10.00 1 50.0 500.0 Multiple Functions) Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire IWI Ctrl pts In Zone: PrOZol In Space: Pr0ZoISpI I Compact Fluorescent General Lighting 1 96 96 Manual On/Off 2 In Space: Pr0Zo1Sp3 1 Compact Fluorescent General Lighting 3 96 288 Manual On/Off 2 In Space: Pr0Zo I Sp4 I Compact Fluorescent General Lighting 1 64 64 Manual On/Off 2 In Space: PrOZoISp6 I Compact Fluorescent General Lighting 7 92 644 Manual On/Off 2El In Space: Pr0Zo1Sp6 I Compact Fluorescent General Lighting 1 64 64 Manual On/Off 2El In Space: Pr0Zo1Sp7 1 Compact Fluorescent General Lighting 1 64 64 Manual On/Off 2El 10/4/2006 EnergyGauge FlaCom v 2.11 Walls No Description Type Width H (Effec) Multi Area DirectionConductance Heat Dens. R-Value Iftl Iftl plier Isfl lBtu/hr. sf. F] Capacity Ib/cfl Ih.sf.F/Btul I Btu/sf.Fl In Zone: PrOZol I PrOZoI WaI north 8 in. I.w.conc. block, 50.00 12.00 1 600.0 North 0.1484 6.0444 35.57 6.74 1.36 in. insul, finish Windows No Description Type Shaded U SHG Vis.Tr W H (Effec) Multi Total Area IBtu/hrsf F[ IN Iftl plier 1sq In Zone: In Wall: Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value Iftl Iftl plier Isfl lBtu/hr. sf. Fl [Ib/cfl [Btu/sf. FI Ih.sf.F/Btul In Zone: In Wall: 01 Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value Iftl Iftl plier Isfl Idegl Btu/hr. Sf. Fl Btu/sf. Fl Ilb/cfl Ih.sf.F/Btul In Zone: El 10/4/2006 EnergyGauge FlaCom v 2.11 Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area Btu/hr sf Fj Ift] IN ISf] 1SI1 In Zone: In Roof: El Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value iftl Iftl plier Isf] (Btu/hr. sf. Fj jBtu/sf. F1 jib/cf] Ih.sf.F/Btul In Zone: PrOZol I Pr0Lo 1 FI I Concrete floor, 43.00 43.00 1 1849.0 0.5987 9.33 140.00 1.67 carpet and rubber pad Systems PrOSyl System 1 Constant Volume Air Cooled Single No. Of Units 1 Package System < 65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System (Air Cooled < 65000 Btu/h Cooling Capacity) 2 Air Handling System -Supply (Air Handler (Supply) - Constant Volume) 60000.00 10.00 10.00 1200.00 0.80El Plant Equipment Category Size Inst.No Eff. IPLV 10/4/2006 EnergyGauge FlaCom v 2.11 Water Heaters W-Heater Description Capacit Cap.Unit 1/P Rt. Efficient Loss I Electric water heater 30 [Gal] 45 (M] 1.0000 [Eq [Btu/h] Ext-Lighting Description Category No. of Watts per Area/Len/No. of units Luminaires Luminaire [sf/ft/Nol Control Type Wattage W] Piping No Type Operating Insulation Temperature Conductivity 1171 1 Btu-in/h.sf.Fl Nomonal pipe Diameter linj Insulation Thickness linj Is Runout? I Heating System (Steam, Steam Condensate, & Hot Wat 105.00 0.28 0.25 2.00 No Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance l Btu/h.sf.Fl 10/4/2006 EnergyGauge FlaCom v 2.11 5 Materials Used Only R-Value RValue Thickness Conductivity Density SpecificHeat Mat No Acronym Description Used h.sf.F/Btul iftl lBtu/h.ft.Fl jib/cq lBtu/Ib.Fl 151 Mat1151 CONC HW, DRD, 1401-13, No 0.4403 0.3333 0.7570 140.00 0.2000 41N 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 42 Mat142 8 in. Lightweight concrete No 2.0212 0.6670 0.3300 38.00 0.2000 block 29 Matl29 1.36 in. Insulation No 4.5440 0.1136 0.0250 5.70 0.2000 7 Mat17 Gyp or Plaster Finish No 0.1738 0.0417 0.2400 78.00 0.2600 Constructs Used Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct I Btu/h.sf.Fl jBtu/sf.Fj jIb/cfj Ih.sf.F/Btul 1004 Concrete floor, carpet and rubber pad No No 0.60 9.33 140.00 1.6703 Layer Material Material Thickness Framing No. i fti Factor 1 151 CONC HW, DRD, 1401-13, 41N 0.3333 0.00 2 178 CARPET W/RUBBER PAD 0.00 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct lBtu/h.sf.Fl lBtu/sf.Fl IIb/cq h.sf.F/Btul 1050 8 in. I.w.conc. block, 1.36 in. insul, finish No No 0.15 6.04 35.57 6.7390 Layer Material Material Thickness Framing No. Ifti Factor 1 42 8 in. Lightweight concrete block 0.6670 0.00 2 29 1.36 in. Insulation 0.1136 0.00 3 7 Gyp or Plaster Finish 0.0417 0.00 10/4/2006 EnergyGauge FlaCom v 2.11 10/4/2006 EnergyGauge FlaCom v 2.11