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205 Towne Center 05-1758 com int buildout
1a:.7ulyy I I ml I Am-.JJMMW/5��lj .9 CONT a ADDR CONTR.ACTQ ADDRESS Lq 4SO PHON PROP] PHONE NUMBER ADDR PROPERTY OWNER ADDRESS a��CM Au..,1,, R, 33 'HONE NUMBER-5- �G f • 1 g / _ 2Z p ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE S•Er PERMIT � DATE PERMIT DESCRIPTION h In PERMIT VALUATION O SQUARE FOOTAGE 1 y� COUNTY OF SEMINOLE — \ IMPACT FEE STATEMENT STATEMENT NUMBER: 05100003 DATE: March 08, 2005 BUILDING APPLICATION #: 05-10000314 BUILDING PERMIT NUMBER: 05-10000314 UNIT ADDRESS: TOWNE CENTER BLVD 205 29-19-30-503-0000-0020+ TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: WOOLBRIGHT DEVELOPMENT ADDRESS: 3700'N MILITARY TR 4TH FL BOCA RATON FL 33431 LAND USE: RETAIL OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: RETAIL OFFICE ------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE ------------------------------------------------------------------------------- UNITS TYPE ROADS-ARTERIALS N/A Retail < 50K Square Feet* 2,963.00 1.490 1000gsft 4,414.87 ROADS-90LLECTORS N/A Retail < 50K Square Feet* 600.00 1.490 1000gsft 894.00 FIRE RESCUE N/A LIBRARY N/A' .00 .00 SCHOOLS N/A .00 PARKS N/A .00 LAW ENFORCE N/A DRAINAGE N/A 00 CREDIT FEES: 00 SCI ROAD ARTERIALS Retail < 50K Square Feet* 2,963.00 1.490 1000gsft 4,414.87- SCI ROAD COLLECTORS NORTH Retail < 50K Square Feet* 600.00 D 490 894.00 AMOUNT STATEMENT � RECEIVED BY: °- ��(� ,",'IP4SIGNATURE: (PLEASE PRINT NAME) DATE: 3 S' 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 AND/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 MENTIONED 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. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, 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 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. '�5pDCU d L-' s --k o-? (--, -7 tj� C� Aq r ca WOOLBRIGHT DEVELOPMENT -INC March 2, 2005 City of Sanford Bldg. Department 300 North Park Ave. Sanford, Florida 32771 Re: Gateway Shopping Center To Whom It May Concern: 3200 North Military Trail, 4th Floor Baca Raton, Florida 33431 main 561.989.2240 fax 561.994.4682 www.Woolbrigbt.net This letter is to confirm that Barbara Halgren is an authorized agent of the owners of the above referenced Center and is authorized to act in all capacities on behalf of the owner relative to any and all matters pertaining to the County or any other jurisdiction for processing and obtaining permits. Please contact me if I can be of any further assistance. Sincerely, Jorge Morell Vice President 10 Sworn to (or affirmed ) and subscribed before me thiOr` day of tat-CkA , 200S. Signature Notary: �/� - ame of Notary: C'vA L - IU Personally Knowny or Produced Identification Type of Identification Produced Trac L. Rosario ' Y ._ Commission # DD292932 a1 ,,' Expires June 23, 2W8 � r"�` Ban I Trq Fain • k—m_ Nc. WMW7019 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES HONE # 407-302-1091 * FAX #: 407-330-5677 DATE: �=`� PERMIT #: ©� ��� 1 BUSINESS NAME / PROJECT: ADDRESS: r PHONE NCB.: 7p / / — FAX NO.: qff 8a► ;z CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW F. A. [ ] F.S. (] HOOD (] PAINT BOOTH [ ] BURN PERMIT TENT PERMIT ,k ] TANK PERMIT ] OTHER � C-]A&1? fC' TOTAL FEES: $ V C.J (PER UNIT SEE BELOW) Address / Bldp,. # / Unit # Square Footage Fees 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 certify that the above is true and correct and that will comply with all applicable codes and ordinances of the City of Sanford, Florida. 1 Sanford Fire revention Division Applicant' azure Permit #: / /`-7 Job Address: 2-06 I"'A e CITY OF SANFORD PERMIT APPLICATION Date: Description of Work: Historic District: Zoning: Value of Work: $ -9 ; In w .� , n ._. Permit Type: Building 01 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 ___A�!ffndustrial Total Square Footage: / �Ilj Construction Type:IT _ # of Stories: # of Dwelling Units: Flood Zone:_ (FEMA form required for other than X) Parcel #: Owners Name & Address: iy Contractor Name & Address: Phone & Fax: yogi y, Bonding Company: _ Address: Mortgage Lender: Address: Architect/Engineer: Address: %d!!!) 4i 9 .aPC.nQ 44 G sr. r Fax: 32�9 Z 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 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 govemmental entities such as water management districts, state agencies, or federal agencies. a Acceptance,pfQrnit is verification that I will notify the owner of the property of the requirements FlondaaLien aw, FS 7 �ature�a act �� ;- a ;.Owner/Agent ' Date Signature of Contractor/Agent Date r�rc�a ctLT rPtJ P-d7-aj ��nckA Q 13Ers0 Jlr Print ner/Agent's Name f� Print Contractor/Agent's Name S' nature of Notary- e Florida ate Si azure of Notary -Star of Eidfrida Date KIMBERLY f310CK HALEY Notary Public, State of Florida Owner/Agent is "Personally Known to Me or Contractor/Agent is ersonally Known to Me or My Comm, exp. Dec. 28, 2007 _ Produced ID Produced ID Om ._No.. DD 277515 r C APPLICATION APPROVED BY: Bld 6 Zoning: GiA L L oS Utilities: � '7 � wgp (Initial & Date) (Initial & Date) (Initial & Date) Initial& Date) Special Conditions: KIMBERLY-BLOCK HALEY Notary Public, State of Florida TMPACT FEE1, My Comm, exp. Dec 28,-;2007 o� Gomm. No. DD 277515 Prepared By: Michael J. Klrwin, Esq. Broad and Cassel P.O. Box 4961 Orlando, Florida 32802-4961 SPECIAL WARRANTY DEED THIS INDENTURE, made thisay of June, 2004, between ZOM GATEWAY, LTD., a Florida limited partnership, whose mailing address is 1950 Summit Park Drive, Suite 300, Orlando, Florida 32810 ("Grantor, and WOOLBRIGHT GATEWAY LTD., a Florida limited partnership, whose mailing address Is 3200 North Military Trail, a Floor, Boca Raton 33431 ("Grantee'. WITNESSETH: THAT Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, the receipt and adequacy of which is hereby acknowledged, hereby grants, bargains, sells, alienates, remises, releases, conveys and confirms unto the Grantee all that certain real property lying, and being in the County of Seminole, State of Florida (the "Property"), more particularly described on Exhibit A attached hereto and incorporated herein by this reference, and as follows: Parcel Identification Numbers: 29-19-30-503-0000-0020; 29-19-30-503-0000-0030; 29-19-30-503-0000-0060; 29-19-30-503-0A00-0000; 29-19-30-503-01300-0000; 29-19-30-503-0000-0000; and 29-19-30-503-OD00-0000. TOGETHER with all the tenements, heredltaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND Grantor hereby covenants with said Grantee that it is lawfully seized of said land in fee simple; that it has good right and lawful authority to sell and convey said land; that it hereby fully warrants the title to said land, and will defend the same against the lawful claims of all persons claiming by, through, or under Grantor but none other, and that the Property is free of all encumbrances, except taxes accruing subsequent to December 31, 2003; and easements, restrictions and other matters of record; provided that this reference thereto shall not serve to reimpose the same. [The remainder of this page is intentionally left blank.] 0RLIIREALE57 W9110 2123210012 VL VI W200d 3:15 Ph1 Far Recmdlag Picpocs OWy IN WITNESS WHEREOF, I hereby cause these presents to be executed on behalf of ZOM GATEWAY, LTD this !� day of June, 2004. Signed, sealed and delivered In the presence off. } . yu,ae✓ T 1 Witness: 'A1=At0AW-& Witness: ZOM GATEWAY, LTD, a Florida limited partnership. By: ZOM P PE TIES, NC, a Florida rpor t1oN . Its: General artn r By: Samuel C. President STATE OF FLORIDA COUNTY OF _D�_ The foregoing instrument was acknowledged before me this Z5 day of 2004, by Samuel C. Stephens, III, President of ZOM Properties, Inc., a Florida corporation, on behalf of the corporation, as general partner of ZOM GATEWAY, LTD., a Florida limited partnership on behalf of said corporation and partnership, who Is personally know to me $F4tes- w uce as identification. f ;+� VERONICAKPEMY Print Name: MYCOMMISSION8002865U7 My Commission Expires: EXPIRES: A0 PA 2000 Commission #: dffaS� 0w&dUwNP1WPu*Urduv9am 2 ORWREALESR594919.1 21232M012 VL vl G/7/M94 3:1 S PM EXHmrr "A" (LEGAL DESCRIPTION) PARCEL ONE: LOTS 2, 3 AND 6, AND TRACTS A, B, C AND D, GATEWAY PLAZA SHOPPING CENTER, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 49, PAGE 24, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. PARCEL TWO: NON-EXCLUSIVE VEHICULAR AND PEDESTRIAN EASEMENTS FOR INGRESS AND EGRESS OVER AND ACROSS ALL SIDEWALKS, PARKNG AREAS, DRIVEWAYS AND SERVICE AREAS FROM TAvM-TO-TINE ESTABLISHED, AND A NON-EXCLUSIVE UT=Y EASEMENT THROUGH AND ACROSS THE OUT -PARCELS AS SET OUT IN THAT CERTAIN DECLARATION OF COVENANTS, RESTRICTIONS AND EASEMENTS FOR GATEWAY PLAZA RECORDED IN OFFICIAL RECORDS BOOK 3114, PAGE 393, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA- PARCEL THREE: NON-EXCLUSIVE ACCESS EASEMENTS AS SET OUT IN THAT CERTAIN RECIPROCAL ACCESS EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 3116, PAGE 520, AS AMENDED IN OFFICIAL RECORDS BOOK 3135, PAGE 1089, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. PARCEL FOUR: SIGN AND MAINTENANCE EASEMENT AND IRRIGATION EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 3258, PAGE 1645, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. IWP186519;1) EXHIBIT "A" GATEWAY PLAZA LEGAL DESCRIPTION Lots 2, 3 and 6, and Tracts A,B,C, and D, Gateway Plaza Shopping Center, as recorded in Plat Book 49, Pages 24 -26, Public Records of Seminole County, Florida. Lic. # Cc4c- 061036 January 27, 2005 City of Sanford P O Box 1788 Sanford, Florida RE: Wells Fargo 205 Towne Center Blvd Sanford. Fl Bolena Construction Inc. 4459 Parkbreeze Court Orlando, Florida 32808 AFFIDAVIT Phone: 407-445-8822 Fag: 407-445-8833 www.bolena.com I, Gerald R. Bolena, Jr. President and Qualifier for Bolena Construction, Inc. CGC061036: give my permission for Kimberly Block Haley.. act in my behalf regarding any and all business regarding the above referenced permitting process. Gerald R. Bolena, Jr. �j7ZO� Signature Printed Name Date State of Florida County of Orange Before me appeared 4Q4 0 ��aIE�I/,y�,e who is personally known to me and who did not take an oa . LINDA OGLE Notary Public, State of Florida Linda Ogle N ary Public My comm. exp. Jan. 31, 2006 Comm. No. DO 088415 CADocuments and Settings\Owner\Desktop\Documents\Authorization Penn fitting 0402.doc Permit Number Parcel Identification Number Prepared -by: ej,4 • rock Ha )eq f 130l enQ Con S�'rucT�oA �n� Return to:. y, J 15cq Fa r Orlc�ncla F r 3Z�sOSI NOTICE OFCOMMEkEMENT State of County of 1 A 110111t1e all10111 U30011110111110111111111131 111111 WYANNE MORSEL CLERK OF CIRCUIT COURT. SENINOLE COUMV BK 05596 FAG 1956 CLERK' S V EW1501.5789 RECORDED 01/28/M5 62i08:58 P(A RECORDING FEES WA RECORDED BY t holden CUTIFIED COPY MARYANNE MORSE I FRK OF CIRCUIT COURT The undersigned hereby gives notice that improvement(s) will be made to certain real property, hQdy Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. :PVTY rrt.QRK rdance with 1. Description of property (legal description of the property, and street address if available) JAN 2 " 2005 We, 115(:�arct0 2of IeAzne'Gevr+efar F► 3Z-t-� ) 2. General. description of: improvements) 3. Owner information ZZS Name 000 lb rL< jl %_ - rev e �Oprfrte n-}' Telephone Number Address 3?� pd. M ,k ��� -1-r . �4,,% rlc�fFax Number 57U I qqy `t Interest in Property: _B0e_<_ 33q31. 4. Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address Fax Number 5. Contractor Name 3o1 er\c�_ Telephone Number LIo 7 4 4 S Address e4455 �4<Y.bfecz-c '(�'� Fax Number 4O� 33 4316 6. Surety (if any) - Name , Telephone Number Address Fax Number Amount of bond. $ 7. Lender (if any) Name Address Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by 713,13(1)(2)7, Florida Statutes. Name Telephone Number Address ` Fax Number r 9. In addition to himself or herself, Owner designates.the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number a 10. Expiration date of notice of commencement (the -expiration date Is one year from the date of recording unless different date is specified): 90 d -a /a.-. Date Signed Signature of Owner (N`otec per 713.13(1)(g , owner must sign... and no one else may be permitted to sign in his or her stead." Sworn to and subscribed be ore me this day of Ja el U-a r 20 S by tiD who is j=:f`p_e_rsonally known to me OR produced as identification. SEAL KIMBERLY BLOCK HALEY i nature of Notary Notary Public, State of Florida My Comm: exp. Dec. 28, 2007 Comm. No. DD 277515 DEVELOPMENT EZ WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P.O. BOX 1788 SANFORD, FL 32772-1788 Project Name: Date Z 7 o:r Phone: Owner/Contact Person: Address: Type of Development: 1) ' RF..sIDE1V7' - Type ofUnits.(single family or multi -family): Total Number of Units: Type of Utility Connection (individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.): . ' REMARKS: Type of Units (commercial, Industrial, etc.): Total Number'ofBuildings: Number of Fixture Units (each building):. Type of Utility Connection (individual connections or central. water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.) - . . REMARKS: .. 7SF.v - , 6 CONNEC77ONFEE CAL. CNA 770N.• ,S (so 37 Name - Signature - Date. va-mrrn i+ma 1) Water System Impact Fees Equivalent Residential Connection (ERC) -300 Gallons Per Day (GPD) Residential - S65WUnit - Single family structure, or multi' -family unit containing throe (3) bedrooms or more. S497.50/Unit - Multi-famiily unit or Mobile Home unit containing less than three (3) bedrooms. (Ibis category is based on judgment/assumption, estimation that such family units on average require 75%225 GPD of the water and sewer service of an average single family unit} Commercial S650/SRU - . Fbdores unit schedule from Sonthem Phimbing Code willbe used. OneERU will be charged for cation and rip to twenty (20) fixtures units. For projects having more that twenty (20) fixture unit base for the first ERU. - (Fxample: twenty-five (25) - fixtures units will be rated as 1.25 ern: twenty-six (26) fixture units will berated as 1.5 ERU.) 2) Sewer Systems Impact Fees Equivalent Residential Cannectior&270 Gallons Per Day (GPD) . Residential - $1,700 Unit - Single Family struct ge, m m iltitamily unit Containing three (3) bedrooms at more. S1,27&Vnit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgment/assumption. estimation that such family units on average r gd*nt 75% of water and sewer service of as average single faa ily unit} Commercial- Industrial- Institutional $1,700/ERU Fixhires unit.schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (20) fb tunes units. For projects having more than twenty (20) units the Impact fee will be increments of 25% based on multiples of five (5) &One units above the twenty (20)-fixture - unit base for the first ERU. (Example: twenty five (25) fixture units win berrated as 1.25 ERU: twenty six(26) fixture units will be rated as 1.5 ERU} For Sb 1 bxb-2S4 mm,1 peon-&785 L 7 �- �� ) a For traps larger than 3-inches, use Table 709.2 �' V b A'showedicad-over a bathtub of wbiripool bathtub attachments does not increase -the diainage fixtures unit valve e See suctions 709.2 thought 7o9.4'for methods of compa6ng unit valve of tixtwes not listed in Table 709.1 at for tating of devices with intamitta t flows. d Trap size shall be consistent with the fixtures outlet S-U- & . e For the purpose of comp uting•loads on building drains and "sewers, water closets cc urinals shall not be rated at a low er•dramage first fixture.unA : unless the lower values are confirmed by testing. TABLE 7092 DRAINAGE FIXTURES UMTS FOR FIXTURES DRAINS OR TRAPS Fixture Dram or Trap Drainage F'udtues SizeCinches) Unit Vahw 1 'h 1 1 %2 2 2 3 2'A 4 3 5 4 6 Srenderd Plumbing codes 01997 DESIGN GROUP, INC. `7059 University Blvd Winter Park, FL 32792 (407) 677-1920 Fax: (407) 677-7680 License No. AA C002009 TO: Kim Block Haley TRANSMITTAL DATE: January 28, 2005 Bolena Construction, Inc. RE: Wells Fargo 4459 Parkbreeze Court JOB NO. 12/020/2004 Orlando, Florida 32808 iaG We are sending you [ 4 ] attached (or) [ ] under separate cover via: pickup the following items: COPIES DATE DESCRIPTION 3 Construction Documents — Signed and Sealed for Submission 1 Bond of same. 1 Product approval codes 1 Energy Calculations THESE ARE TRANSMITTED AS CHECKED BELOW: [ ] For Approval [ ] Approved As Submitted [ ] Resubmit Copies for Approval [� ] For Your Use [ ] Approved As Noted [ ] Submit Copies for Distribution [ ] As Requested [ ] Returned For Corrections ( ] Return Corrected Prints [ ] For Review & Comment [ ] Other Pamela A. Haas Associate/Interior Designer ARCHITECTURE e PLANNING e INTERIOR DESIGN rrunua r5unamg t,oae unime http://www.floridabuilding.org/pr/pr_detl.asp?]PT=629&RV=O&f.. , nri A�/ �71 12,67; �1�3 Overview Product Organization product Search Search Aool:cation User: Public User - Not Associated with Organization - Need Help Application #: FL629 Date Submitted: 10/16/2003 ,. Product Manufacturer: Kawneer Company, Inc. Address/Phone/email: 555 Guthridge Court _ Norcross, GA 30092 (770) 840-6434 Category: Exterior Doors t..,....... ' ',..4 : Subcategory: Swinging at Evaluation Method: Evaluation Report from a Product Evaluation Entity Referenced Standards from the Florida Building Section Standard Year Code: Evaluation Entity: Quality Assurance Entity: Validation Entity: Authorized Signature: Evaluation/Test Reports Uploaded: Miami -Dade BCCO - EVL Miami -Dade BCCO - QUA Miami -Dade BCCO - VAL Donnie Hunter donnie.hunter@kawneer.com -O i i 1;.0_I 1 Z.`'ftl�t' I' 1 ID n29 i' 1-40-\ I1�—tti_;.I)51 jiO UI'.lill.'l.��>It <'t Pa�telineL12!q oft 1/28/2005 8:39 AM rionaa tsuuaing upae unune http://www.floridabuilding.org/pr/pr_deti.asp?IPT=629&RV=O&f.. Installation Documents Uploaded: Product Approval Method: Application Status: Date Validated: Page: F_ Go App/Seq Product Model # or # Name 629.1 350IR 629.2 350IR 629.3 350IR P'FID 621) T `:OA 02-023.i)5-d%%z! (350 Dr Jackson & Paneline).Ldf PTID 621) T NOA 02-0826.08 (3�0 Dr Pr Lock).pdf PTID 629 T NOA 0_-0326.08-d%%, (? ir) Dr _, Pi Luck I.pdf Method 2 Option A Approved 11/04/2003 Model Description MS Lock w/Cylinder Operated F1ushBolts 3 Point Lock Jackson 2086/Paneline Exit Devices Next I Page I / I Limits of Use V*rlsioo Copyright and Disclaimer-; 02000 The State of Florida. All rights Secured reserved. A -1 1... of 2 1/28/2005 8:39 AM it .. RECEIVED OCT 2 7 2005 PERMIT # � P 06 (q ,�) DATE �(T7 / 0 PHONE # 1�0 ����� FAX # V DESCRIPTION OF REVISION Q.r (,r i �A ti� �����'� Crv� ►�-nN' 10 0 UTILITY DE f'/ 45 FIRE PREVENTION d/c PLANNING BUILDING REVISION J. ALL PEDICURE CHAIRS HAVE 1/2" DRAIN LINE ON PUMP 1-1/2" PVC cl I (Z 1/2"SWING CHECK VALVrD�IRECT DRAIN LINE FROM CHAIR PUMP 2' PVC DRAIN FOR PEDICURE CHAIRS TYP. 8 CHAIRS NTS 2' PVC INDIRECT DRAIN 3" STUDO VENT WASHER SINK BOX Lr IL 2" 4X3 HUB DRAIN 3" 3" 2" STUDO VENT LAUNDRY TUB CONNECT TO / EXISTING DRAIN LINE HMD ENTERPRISES INC 1280 PRINCE CT. LAKE MARY, FL 32746 DEtIGA & COASTRUCT1011 (407) 805-0809 FAX: 407-805-8948 CGC 058578 PERMIT: BP 06-193 flu,t 010.0.0 nalia 205 TOWNE CENTER BLVD SANFORD, FLORIDA 32771 CONSTRUCTION DOCUMENTS Sheet Title DATE: 10/26/05 DRAWN BY: DVH REVISED: Sheet No. A3 qDs SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI.32771 / P. O. Box 1788, Sanford, FI. 32772 (407 302-2520 IFAX (407) 302-2526 Plans Review Sheet Date: February 2, 2005 Business Address: Towne Center Blvd. Occur. Ch. 36 Business Name: Wells Fargo Contractor: Bolena Construction Inc. Architect: Intertect Design Group Ph. () Ph. (407) 445-8822 Fax. (407) 445-8833 PH (407) 677-1920 FAX Not on application Reviewed I Reviewed with comment [XI Rejected Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner Comment: Plans reviewed as Mercantile Occupancy. FD reserves right to require applicable code requirements if occupancy use changes. Fire Sprinkler plans to be submitted for review, permitting, and inspections. Additional fire sprinkler heads may be required. Application — New Building. Type IV; 1,480 fire sprinkler system protected 1.1 Mixed — N/A 1.2 Special Definitions —N/N 1.3 Classification of Occupancy — Class "C" 1.4 Classification of Hazard of Contents — Ordinary per 6.2.2.2. F.F.P.C. 1.5 Minimum Construction — One (1) hour tenant space required 2.2 Means of Egress Components — Provide 44 " inches of clear isle space in rear store room area (paint floor yellow) 2.3 Capacity of Egress — O.K. F.F.P. C. Table 7.3.1.2. 1,500 divided by 40 = 37.5 (38) occupants 2.4 Number of Exits — O.K. Two 2 SANFORD FIRE DEPARTMENT ` FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI.32771 / P. O. Box 1788, Sanford, FI. 32772 -` (407 302-2520 / FAX (407) 302-2526 2.5 Arrangement of Egress — O.K., will field verify, per section 7.5>F.F.P. C. 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — Provide 44 " inches of clear isle space in rear store room area (paint floor yellow) 2.8 Illumination of Means of Egress — Required 2.9 Emergency Lighting — Required 2.10 Marking of Means of Egress — Required 2.11 Special Features -Reserved 3.1 Protection of vertical Openings — Provide a basic degree of compartments 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Class "B" "A" allowed per 10.2.8.1 3.4 Detection, Alarm and Communications Systems — monitoring of fire sprinkler system existing 3.5 Extinguishing Requirements — as per NFI'A 10, two (2) 2A10 B.C. fire extinguishers required mount 36" from finished floor near exits 3.6 Corridors — 4 Special Provisions - 5 Building Services 5.1 Utilities — as per sec 9-1 5.2 HVAC — as per sec 9-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: Existing Monitoring: Existing with Mall Sprinkler System Other: NFPA 1 3-5.1 Fire Lanes — Existing (not required) 3-6.1 Key Box - Existing (not required) 3-7.1 Bldg. Address Number Posted and Legible - Required; will field verify (six (6') in size contrasting in color. 01 M I A M I-DADE BUILDING CODE -COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kawneer Company, Inc. 55 Guthridge court Norcross, GA 30092 MIAMI-DADS COUNTY. FLORIDA METRO-DADE FL AGLER BuMbING . 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docurntntation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority'Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve theright to have this product or material tested for quality assurance purposes. If this product or material fails to perform -in the accepted manner, the manufacturer will incur the expense of such. testing and the AHJ may immediately revoke, qwdify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revokd this acceptance, if it is determined by Miami -Dade County. Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "350-MS Doors w/ TRIFAB 61: IR-500 frames" Outswing Aluminum Storefront Doors wl 3 Point Lock -Impact APPROVAL DOCUMENT: Drawing No. T233-901, titled "Kawneer 350IR Doors -Impact" Sheets 1 through 9 of 9, prepared by manufacturer dated 07/08/02 and last revised on 1-26-04, signed and sealed by Ballard L. Argvs, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of•Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been Sled and then has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02-0826.08 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. Awk NOA No 04-0329.03 Expiration Date: June 5, 2008 Approval Date: May 20, 2004 Page 1 di Kawneer Comaanv, Inc. NOTICE OF ACCEPTANCE: • EVIDENCE SUBMITTED D. QUALITY ASSURANCE BY: 1. Miami -Dade County Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-0205.02 issued to Solutia Inc. for "Safleu / Keepsai. Maximum". expiring on.05/21/06. 2. Notice of Acceptance No. 00-1212.04 issued to E. I. Deport DeNemours for "Butalite PVB Interlayer", expiring on 12/12/05. F. STATEMENTS (Submitted under NOA # 02-482A08) 1. Stawment letter of conformance '& No financial interest, dated 03-15-02 and 05-09-02, respectively, signed by William M: Meyers, P:E., 2. Letters of compliance, (statements of compliance stated. in above test reports) 3. Test proposal correspondence dated May 01, 2001, May 08, 2001 and February 03, 2003'. G. OTHER 1. This NOA revises NOA# 02;-082608, expiring June 05, 2008. 2. Proposal "03-0094" dated Feb 3, 2003, IR-500.w/ Fin -extruded die(s) #575-022, 575-023 & 575-051. 3. Test proposal "01-0354" approved by BCCO dated November 01, 2001. . 4. Test proposal "01-0052" approved by BCCO dated.February 26, 2002. 5. Previous -related file NOA(s) are 02-0826.08, 02-0523.05, 0"1-23.02 (Rcv NOA 01- 0418.01) shaq L Chanda, P.E. Product Control Examiner NOA No 04-0329.03 Expiration Date: June 05, 2008 Approval Date: May 20, 2004 E - 2 Kawneer Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA # 02-0826.08) 2. Drawing No. T233-901, titled "Kawneer 3501R Doors -Impact" Sheets I d" 9 of 9, prepared by manufacturer dated 07/08/02 and last revised on 1-26-04, signed and sealed by Ballard L. Argus,70. E. (Note: sheets 6 & 8 of the drawings revised to include integral fin options w/ IR-500 frames) B. TESTS (Submitted under NOA # 02-0826. 08) 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 4) Forced Entry Test, Per FBC 2411.3.2.1(b) and-TAS 202-94 Along with installation diagram of aluminum double storefront door w/3-point lock, marked - up by American Testing lab of South Florida, Test Report No. ATL 0502.01-02, dated 06-18- 02, signed & sealed by William R. Mehner, P. E & Henry Hatem, P. E.(Note: This -test report was revised with (2) addendum letters both dtd 04-09-03, signed & sealed by William R. Mehner, P. E.) Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(Not performed) 4) Large Missile Impact Test, FBC, TAS 201-94 5) Cyclic Loading Test, per FBC, TAS 203-94 6) Forced Entry Test, Per FBC 2411.3.2.1(b) and TAS 202-94 Along with installation diagram of aluminum glazed storefront (IR-500) system, niarked-up by American Testing lab of South Florida, Test Report No. ATL 1118.01-99, dated 04-25-00, signed & scaled by William R. Mehner, P. E & Henry Hatem, P. E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94(Not performed) 3) Large Missile Impact Test, FBC, TAS 201-94 4) Cyclic Loading Test, per FBC, TAS 203-94 5) Forced Entry Test, Per FBC 2411.3.2.1(b) and TAS 202-94 Along with installation diagram of aluminum glazed storefront doors marked -up by American Testing lab of South Florida, Test Report Nos. ATL 0109.01-02 and ATL 0111.01-02, both dated 03-18-02 and revised with addendum letters dated January 21 8t 23, 2003, signed and sealed by William R. Mehner, P. E. and Henry Hatem, P. E. (File contains revised marked -up drawing dated 01-22-03) C. CALCULATIONS: 1. "Door stop Vs Fin" structural analysis, dated 1 /26/04, prepared, signed and sealed by Ballard L. Argus, P.E. 2. Anchor Calculations and structural analysis, dated 05/06/02 & 08/16/02, prepared by Robert E. Fisher -Wm M. Meyers, P.E. Consulting Engineers, signed and sealed by William M. Meyers, P. E. (Submitted under NOA # 02-0826. 08) l S k4 1 1 aq L Cbanda, P.E. Product Control Examiner NOA No 04-0329.03 Expiration Date: June 05, 2008 Approval Date: May 20, 2004 E-1 w TYPICAL ELEVATIONS 350 DOORS WITH TRIFAB FRAMING AND AR MS 1850 3-POINT ACTIVE STILE LOCK 75 I/r PRANG 9IOTH 7 Fis rso t 3 6 W tpE Y 6 A� Al U.I., al n 1]ns• mw nDTN 72' Mt DOOR OPENING d KNCII7E ACTIVE 11 O(IISafINO DOORS 79 I/r ry 7 ///''�iaurrao r 1N — i 1 6 w. �r. 6 1� e7 26 17/It' >s Ivla•w u•NAI( m Q. K D= ACIIK $kirl Done 9 ACTIVE 01fISRMf 000i L KPOSI TE � 1�// � GLAZING SCHEDULE GLASS TYPE MAX. DLO SIZE ®= 9/16- LAMINATED GLASS 1/4• ANNEALED OUTBOARD / 0.090- SOLUTIA SAFLEXO PVB / 1/4' ANNEALED INBOARD 28.813" WIDE 85.188' HIGH IN = 9/16" LAMINATED GLASS 1/4' ANNEALED OUTBOARD / 0.090- DUPONT BUTACITE* PVB / 1/4- ANNEALED INBOARD TYPICAL DOOR GLASS SIZE - DLO - 1/2- NOTES : I. SEE SHEETS 3.4 OF 9 FOR PERIMETER FASTENER SCHEDULES AND LOCATIONS FOR TRIFAB FRAMES IN PUNCHED OPENINGS. 2. SEE SHEET 5 OF 9 FOR MATERIAL LIST. HARDWARE SCHEDULES, HARDWARE LOCATIONS AND SPECIFIC INFORMATION ABOUT .THE MS 1850 ACTIVE 3-POINT LOCK ASSEMBLY. 3. SEE SHEET 9 OF 9 FOR ADDITIONAL HARDWARE INFORMATION. 4. SEE DETAIL 13/8 ON SHEET 8 OF 9 FOR TYPICAL GLAZING. 5. THESE PRODUCTS SHOULD BE USED IN CONJUNCTION %%1TH THE STANDARD PRODUCT INSTALLATION INSTRUCTIONS AND IN LINE WITH THIS APPROVAL. TYPICAL ELEVATIONS 350 DOORS WITH 1600 SUB -FRAME AND AR_ MS 1850 '3-POINT ACTIVE STILE LOCK UNDER SEPARATE APPROVAL SEE KAWNEER STOREFRONT/CURTAIN WALL HOA 11 1 iNKi1VE AC71VE OUTSWC DODO DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE WATER INFILTRATION REOUIREMENT IS NOT NEEDED E NOT APPROVED +65 PSF NOT APPROVED -65 PSF LOCKING HARDWARE LOCATION I HARDWARE ACTIVE L I ADAMS RITE MS 1850 3-POINT LOCK INACTIVE LEAF 50-079 FLUSH BOLTS (TOP k BOTTO ) 8aRard L. ArgEA. P.E. 844 NW 6111lit Terraos Pl> lotion. Florida 33324 1{684}1581-7678 it sm KfliC aQNN OIRSr01O 00011 KT I WE V O0RT18C ODOR L K DOOR "I ABBREVIATIONS DLO = DAYLIGHT OPENING DO = DOOR OPENING L.H. = LEFT HAND cc o Info — = K a 2U<-i < Z y1V0 � O O Q O h O K (L R.H. = RIGHT HAND r::�•r:' ,.�•1:.:•,. FW = FRAME WIDTH 67 . BWcfUt nwjd c-.w IF MIOonpr Product Erginearin9 d Develop 555 rAinalOQ CTBIRT NIACRUSS. GEOIGIA 30092 P1p[ (770) 449_=55 FAI (770) 734-1560 KAVNEER 3501R DOORS - II4PACT MS IB50 3-POINT ACTIVE LOCK 9/t6' LAMINATED GLASS PA R. C. FISHER i ASSOC. INC. BALLARD L. ARGUS. P. E. 844 k Y. 91st TERRACE AN PLTATION. FL 33324 Ph—, (95U-581-7678 Fun (954)-581-4431 T200-901 2 S i TYPICAL ELEVATIONS 350 DOORS WITH IR 500 FRAMING AND AR MS 1850 3-POINT ACTIVE' STILE LOCK UNDER SEPARATE APPROVAL SEE KAWNEER STOREFRONT CURTAIN WALL NOA — — II I 6 J I� II X R 6 b —_--7rL INACTIVE KTIK--_--_�� OI/TSTONO DO0�5 1§1110m ALTERNATE NO TRANSOM AND OR SIDELITE r-� DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED POSITIVE NOT APPROVED +65 PSF NEGATIVE NOT APPROVED -65 PSF 9OYN OViStTNO DOOR ACTIVE L N DOOR OPPOSITE OUfSMNO OOOt x'e7 NAA om ALTERNATE NO TRANSOM AND OR SIDELITE PIQnWdor3 �Fbrida 33324 1- 581-7878 6 P." 177M 149-5355 rA= 177M 7N-mo PRODUCT APPROVAL DRAWINGS KAVNEER 350IR DOORS - INPACT MS 1850 3-POINT ACTIVE LOCK K 0 Q 1n 0 OC CL =' .4 -1 Z Q W V O O O O Q O y 0 0 S DC r CL S rlK8 L P E. FISHER L ASSM M BALLARD L. AROUS. P. E. 844 N.V. 91At TERRACE PLANTATID1• rL 33324 Phan, 1950-S01-7a78 fen 19547-581-4431 rrt � PAT 7. 07/OB/ T200-901 T7oo-Rm-D 2 of 9 0 v WOOD — GRA2 SOUTHERNDE PINE v v v v v v v v d m _ 1 / \ a 0 o / \ Q • ' NOTE: ' W SEE CORRESPONDING SEPARATE NOA FOR FRAME AND PERIMETER N ANCHORS OTHER THAN. TRIFAB. \ / C Q 0 \ / O Ld W Z \ / tW- (A e� a tL 0 0 00000 0 0 I �• I WOOD - GRADE 2 6 3/4• 1s 1/z I5 Ile* 15 I/r L5 yr a vv • SOUTHERN PINE 6 3/4' Ir 13• 6 3/4. Ws. cc,_ m / a a Vl 0 0. 0.OL 0 N o � a w a N Z s a 0 \ G Q \ 0 O J c. w \ W N • \ o a tL 0 0 0 FASTENER LOCATION SAME AS HEAD PERIMETER FASTENER LOCATIONS PUNCHED OPENINGS - TRIFAB FRAME/WOOD SUBSTRATE Battazd L Argm. P.E. 644 HW 91st Terrace as 0: oZ I W O� N FASTENER SCHEDULE i�esa''�a;is�s 24 KeHR�eei ARAWLOn(A� NUMBER MATERIAL DESCRIPTION I SUBSTRATE LOCATION MIN. EMBED. MAX. SPACING - STAINLESS STEEL OR ODR NSaN RESISTANT n7 x 2• MT HEAD STOOD SCflCV =aNw) VA00 119(E91010 1-1/7' SEE ABOVE STEELS""SS (ALT: EDUIV. 94EEI NETAL - SIM OR IS951AN7 E17 % 3-i/7• RAi HEAD a+0ap SCREW WOOD UAAR HEADER 1-1/2• SEE ABOVE SsTm (ALT: EOIRV. 9(EET NETAL SCREW) Product Engineering 8 Oevebpmenl $35 GUINRION CART NORCROSS. GE90GIA 39092 PAM MID 441-5335 CAS (7707 M-1560 PRODUCT APPROVAL DRAWINGS KAVNEER 3501R DOORS - IHPACT 1850 3-POINT ACTIVE LOCK 9/16' LAN INATED GLASS I'jL�o4 PROTOCOLS PA 20112021203 a O < N?:O —=a a a = U < J K W V 0 G O <o y00 d ' /I ' 36r:C. 2ecff Cu IJ R. C /ISNER L ASSOC. INC. YAILARD L ARWS. P. E. 044 N. V. 91st TCRRACE PLANTATION. K 333P4 IMP' , (95A)-SBI-7678 Ion (950-581-4431 T200-901 T700 E. 9 0 (n w o 0o. O O (C omu U 1 O z 0 WO 1 U Cr 0 0 W valn 0 v v 6 014' _ 14 CONCRETE — MIN. 3000 PSI/ 6 2/4• POURED CONCRETE BLOCK STEEL - MIN. 1 B" GRADE 50 L a m 2 a 0 a CL D- O In a IAA • NOTE: SEE CORRESPONDING SEPARATE a FOR FRAME AND PERIMETER (A ANCHORS ANCHORS OTHER THAN TRIFAB. O H Q U o O w w z a a a a a) 0 110 / 0 I O L) 00 / Q Of m U C) w w o a zw z Izz O \ )_ U� Lj0 a I ` a O UCxJ) • 00 o: (.) w z 0 0 (. 0 0 0 0 0 I 0 0 0 z0� 3.0 z 6 V a IR 15 yr s 1R 1s yr I 6 V41 YAa FASTENER LOCATION SAME• AS HEAD at 0 cJ G 4 G CONCRETE — MIN. 3000 PSI CONCRETE — MIN. 3000 PSI `" i d 1- PERIMETER FASTENER LOCATIONS JED OPENINGS — TRIFAB FRAME/CONCRETE/CBS/STEEL SUBSTRATES 841 NW 91at TeTEttoe �DNe s loea FASTENER SCHEDULE P&Rrt Um. Florida 3=4 1-(954}581-767e D. 1 K,;_ • INrtlu NUMBER MATERIAL DESCRIPTION SUBSTRATE LOCATION MIN. EMBED. MAX. SPACING ELF420 - 1/4' . 2-1/4• PN41PS MT HEAD CONCRETE THRES10lD 1-1/2* SEE ABOVE TAPCOR BY ELCO ELF450 - 1/4• . 3-3/4' P R IPS MT HEAD CONCRETE/CBS AMB J/ HEADER 1-1/2' SEE ABOVE TAPCON B7 ELCO - XES OORR CY01llMCN a9STA141 - 20 . 2-1/2' FLAT HEAD THREAD STEEL A" / HEADER 1/8• SEE ABOVE O'ADE 5 STEELL,I OJTTDNG scae. R E. FISHER 6 ASSOC. INC. BALLARD L ARGIA. P. E. A PrOdud E eeMAar61g a OeOmWbryp`Twm 844 N V. 91:t TERRACE =5 GUIIRIDGE C"' PLANTATION. FL 33024 rptutmss. GC0RGIA 50M Ph— (954)_581-7678 PHDC (770) 49-55555 rA7 (770) 7N-1560 foss• (951)-SBI-4421 PRODUCT APPROVAL DRAVINGS ylE O4 KAVNEER 3501R DOORS - IMPACT 07i08iD2 MS 1950 3-POINT ACTIVE LOCK ' 9 9/16' LAMINATED GLASS T200-901 Ila PROTOCOLS PA 201/202/203 4 Df 9 HARDWARE' SCHEDULE FOR PAIRS OF DOORS (DOORS INSTALLED IN TRIFAB FRAMING) HARDWARE SCHEDULE FOR SINGLE DOORS (DOOMS INSTALLED IN TRIFAB FRAMING) 0*10 E '1 LI�C7 _.0►. �m►= A =. 123 �0 � _-4 von INACTIVE STILE LOCKING HARDWARE 50-079 �J FLUSH BOLT CA FLUSIBQT II ACTIVE STILE LOCKING HARDWARE 50-075 BOLT GUIDE 50-078 TOP BOLT ADAMS-RITE MS 1850 3-P, LOCK ASSY. FOR ACTIVE S TOP AND BOTTOM BOLTS ARI INTERCONNECTED TO DEADLO FOR SINGLE ACT10N OPERATI 50-100 DEADLOCK 37-368 BOTTOM BOLT 50-075 BOLT GUIDE LOCKED UNLOCKED v ar mo K AMAd� \ CA K RNAar ors m - II a` BUn NNGES MATERIALS LIST ALL DIMENSIONS ARE INCHES mm ar Om MArgus. P.E. _ 844 NNW gild Terrace 200-725 BOTTOM DOOR 9EMERI : 27-406 SKEP CA-WT EXTRUSION 27-4 07 SWEEP GAW FLLER / 27-309 SVW GAW77 SEE SHEET 9 FOR ADDITIONAL HARDWARE INFORMATION DOOR CORNER CONSTRUCTION KSWIM VERTICAL STRUTS RUN DIROUGH AND ARE AnALo9OMpq ATTACHED TO THE TOP AND BOTTOM RAAS PTOdud EngineeringEngkisaring d D6vebpmem NTH 1/4- TNCK EXTRUDED ALUMINUM DIANNELS, 1/4-20 . 3/4' PAN HEAD 555 GUTMIOIC CD AT MA04WE SCREW& AND 3/16- 09CX STEEL NORCROSS. GEDWIA 30M NUT PLATES THE INTERSECTION OF EA61 RUE (770I 449-35" CORNER JOINT a IELOED WIN A 1/Y FAX MCI) 7N-IMO DIAMETER PLUG NM AND A 1-1/6 LOMG PRODUCT APPROVAL DRAWINGS FTUET MOLD AT BOTH WEBS OF EACH RAIL KAWNEER 3501R DOORS - IMPAI MS 1850 3-POINT ACTIVE LOCI 9/16' LAMINATED GLASS Ftl.4 •I .(. I•; r+1-4��4S4:T • - �eTiae�i.tpcE IILrJ 1 ;.fn j T R. E. FISHER L ASSOC. INC. 6ALLARD L. ARp/S. P. E. B44 N. V. 91A1 TERRACE PLANTATION. FL 33324 Plum (950-591-7678 row (950 -SBI-.131 T200-901 130- 5 of 9 PERIMETER FASTENER PERIMETER FASTENER HINGE ATTACHMENT FASTENERS (SEE SHEETS 3 L 41 (SEE SHEETS 3 t 4) SEE SHEET 9 Or 9 FOR SPECIFICATIONS AND SPACING Ei C r 50-079 FLASH BOLT TOP AND BOTTOM OF INACTIVE LEAF 1 IB 14 1 0 13 1 I 1 y �F_yjj Mj Hill � J e " V as nI I• �u4ACnvE ACTIVE I b 5 M 5 3 3/32' 3 1/2- RD 5/16• 3 9/32' • OLO RO 3 9/16' 3 I/2• QOOR OPENING- 1 3/4' DOOR 61MIHIS DOOR OPENING p 1/4• FRAME W107H 1/4• FRAME WIDTH FRAME WIDTH 6 JAMB DETAIL EXTERIOR JAMB DETAIL EXTERIOR 6 MEETING STILES 5 ' EXTERIOR IIQ IIz a s as II DB x 3/(' PHTFS •� II I, _ _ _ Y8 x 3/B'�TFS ( 7) FAASSTENERRSSTEEL-ZINC PLATED) II SL I — — Tr — — _ — �� (7) FAAS�TEMERS-21fE PLATED) 1-1/2' FROM T-BAR AND , , I 1 I-I/2' FROM T-BAR AND l 61 MAX. Is-1/2 O C. 1 I I 61 i I I _ —� II II li jl = �i� I 11 0 l I10 612FROM1 EACH°H� AND II i II c`� L JJ c» — of IIQ II I M4AX. 17-1/8• a C. I I V. z Z. IIIIILN, II +�a� © �I II I B L /---� ,I t�� 13 30az or III II J I J mm I J Q c III II I, i I, I I i II I T 00 CL .�OIDJL__JI \ I — - i. 3132' 3 1/2' DLO 3/32' 3 I/2' DLO 3/3Y 3 1/2' OLD .� - O�Hl•D'i7�q• .�4L�i DOOR OPENING DOOR OPENING DODR OPENING C�;..... ..... .. 4 JAMB DETAIL JAMB DETAIL 6 EXTERIOR 5 EXTERIOR 66 DOOR AT SIDELITE EXTERIOR Md' ""�"Ciio1 4i. bbs R. E. EIDER ► ASSOC. INC. 41LLARD L. ARDUS, P. C. A1AYa CpYry PERIMETER FASTENER AND FRAME CURTAIN WALL AND SUB FRAME STOREFRONT FRAME UNDER Product E Img ItOevooprtRtA 644 N. V.91st TERRACE UNDER SEPARATE APPROVAL. UNDER SEPARATE APPROVAL. SEPARATE APPROVAL SEE SSD WTNRIDW CMIRT PLANTATION, FL 33324 SEE KAVMEER STOREFRONT MAA. A. SEE KAWNEER CURTAIN WALL MCKAWNEER STOREFRONT NIA IMRM]. GEQDIA "092 ph— 19]41-581 -7678 rAx N771D 449-•ASS At (77m 7N-1360 'Non U95A1-581-4431 Ballard L lupus• P.E. PRODUCT APPROVAL DRAWINGS '� PAT T. 07/OD/02 "4 NW Ojai T*rra= KAWNEER 350IR DOORS - IMPACT r a w PIpIalypwi• Florida 33324 NS 1850 3-POINT ACTIVE LOCK n t�p54}687-7878 9/16' LAMINATED GLASS T200-901 1 PROTOCOLS PA 201/202/203 a 6oF 9 I l- PERIMETER rASTENER EXTERIOR HEADER DETAIL )THRESHOLD / EXTERIOR K K 1-I p— — — — — — — — — _ I II I 9 HEADER DETAIL a L Z — — CURTAIN WALL AND SUB FRAME � UNDER SEPARATE APPROVAL SEE KAWNEER CURTAIN WALL NOA. E a 08 x 3/e• PHTiS k VIE 11 (CARBON STEEL -ZINC PLATED) p QQ 251/A�FROM JAMB AND as C C paJ ! - 1 MAK. 16-3/4• Q C. ^ I8 Y Bayard L Argus. P.E. 644 NW 81al Terrace Umbdion. Florida 33324 O J I.. < Ln_� ILL 'Z O .0 a W V ClQ = (AO C f IL cy C-3 .T NEE k; 'k;; Uh1O R. E. rISNER L ASSDL INC_ BALLAD L. AR=. P. C. 59 GUTM1IDQ (IIRT MAAITA71R1, FL ARA lr!>ZaDSi. GCOMIA 70092 Php - (93A)-5.1-7678 P/pC [770, M-3m rpb (yy�T_501-//71 ru (770) 731-1760 PRODUCT APPROVAL DRAWINGS PAT T. "�07/08/ KAVNEER 3501R DOORS - IMPACT y� 1850 3-POINT ACTIVE LOCK 9/16. LAMINATED GLASS T200-901 PROTOCOLS PA 20112021203 xa1 720D-Y0,-f 7 of 9 STOMFRONT FRAME UNDER SEPARATE APPROVAL. SEE KAYNEER STOREFRONT NOA 10 TRANSOM DETAIL a #8 x 3/8' PHTFS (CARB1N STEEL -ZINC PLATED) (5) FASTENERS 2-1/4' FRO( JAMB AND MAX. 16-3/4. 0. C (TYP. ) Hips EXTERIOR STOREFRONT FRAME .MICR _ _ — — — — SEPARATE APPROVAL. SEE I.----- KAYNCER STuKFRO(T NOA. I I II I 11 TRANSOM DETAIL — PERIMETER FASTENER AND FRAME UNDER SEPARATE APPROVAL. SEE KAW)EER STOREFRONT NOA. 12 HEADER DETAIL b It ,. a g as - � h ; _I -- TV- III 9 9 2 sa1tt ' r± EXTERIOR 9� �„G o3 rl 983,995 SILICCK O — Z K 1 J GLAZING DETAIL 3 u Z a 9/16- LAMINATED GLASS ac o rn 4 6 TYPE A OR B o vN� N7 ' a 1 2 ' l w- n-..w.. ' EXTERIOR INTERIOR �', ' 04�31y.ai * 3" FROM EACH END AND MAX. 7-1 /2" O.C. 0 TOP AND BOTTOM RAIL 3" FROM EACH END AND MAX. 11-1 8" O.C. 0 VERTICAL STILES / rt-roG�F cRRN.I rgni :f WjMffgff R E. iISNER L AS= INC Ballard L Argue, P.E. MLLARD L. ARGUS. P. E. 844 NW 91112 Termce PNoau1D E 6 PtyltaWm Florida 33324 N.Y. 91ft TERRACE 1 {Q�� 6e1-7678 m S, "DIG CWI7 "DIG" rOoc PLANTATION, PLANTATI@N, FL 33T2� NO[ ( 9r2 Phonf rnx, t954 Wl-(UI (770) rJ4_1%3 iN (770) 7)1-1�60 PRODUCT APPROVAL DRAWINGS KAVNEER 3501R DOORS - IMPACT PAT T. ""07/08/02 MS 193-POINT ACTIVE LOCK 9/1650' LAMINATED GLASS T200-901 PROTOCOLS PA 201 /202/203 �r T200-Roy-Ce. 8 or 9 STAINLESS STEEL 110 x 9/16,SMS TYPICAL ASSEMBLY lot 2B-3.$). TRIFAB FRAMING QE ET PIVOT CARBON STEEL ZINC PLATED 112-24 X 5/8'FIMS (428-350). STAINLESS STEEL /12-24 X 9/16.rlMLS (129-848). V CARBON STEEL ZINC PLATED /12124 X 3/9. rl(MS (128-845). CARBON STEEL ZINC PLATED 212-24 X 5/6'rHMS (/26-350). TYPICAL ASSEMBLY. TRIFAB FRAMING BUTT HINGE CONT. HINGE SIMILAR CARBON STEEL ZINC PLATED — 112-24 X 3/8'FHNS (128-843). BOLT CUTOUT TYPICAL THRESHOLD BOLT CUTOUT PAIR SHOWN SI F DOOR SIHAt AR PERIMETER FASTENER SEE SHEET 3 1. 4 OFFSET PIVOTS 50-322 CAST ALUMINUM TOP PIVOT SET ATTACHED TO FRAME WITH 13)CARBON SIM ZINC PLATED .12-24 X 3/B'FM6 (128-350). ATTACHED TO DOOR WITH (2)CARBON44STEEL.ZINC PLATED 5/16- 8 A 5/8 HHKS (.128). 50-331 CAST ALUHINLM INTERMEDIATE PIVOT SET ATTACHED TO DOOR WITH (2)STAI N.ESS STEEL 112-24 X 9/16'rN(S (429-648). ' ATTACHED TO FRAME WITH (2)STAINLESS STEEL 112-24 x 9/16'r'HNS (.28-848). 50-326 RH 50-327 LH V4-{ CAST PIVOT SET I I TOP PIVQT SET ATTACHED TO DOO2 VITH (I)CARBON STEEL ZINC PLATED 1/4-20 x 3Ar IDMS (128-703). (1)ALLOY STEEL ZINC PLATED I 1/4-20 x 3/8' SHCS (228-701). AND (,)CARBON STEEL ZINC PLATED 1/4-20 x I/2' HBMS• (629-702). ATTACHED TO FRAME WITH (N ZINC PLATED STEEL ZINC PLATEp 612-24 X 5/8'rHMS (128-350). BUTT HINGE FRAME VITH (4) STAINLESS STEEL 112-24 X 9/16T MS (128-848). 37-232 STEEL HINGE VI TM BRASS PLUG AND STAINLESS STEEL PIN. ( BY HALER HINGE) a 50-821 CONTINUOUS HINGE �T-„��„ £! o a (BY HALER/ROIDM. > V1� 0 FASTENED TO HINGE STILE AND TO FRAME WITH (26) CARBON —=z V O d = O STEEL ZINC PLATED 112-24 X 13/32'rHTCS EACH. TWO ROWS Or < -i SCREWS 3/4' APART. (2) AT I' FROM BOTTOM. (2) AT 2-9/16'. (1) AT 2-9/16'. (15) STAGGERED.AT 5-1/0'. (2) AT 2-9/16', Q W C (2) AT 2-9/16'. O O G (n O IL Ballard L. A Wa, P.E. fr ! =-T — 'Fw aar � 4 ' _0'1• •O.S iSq.O.i :'•. ..7yA� 5.ial 1 X/l6' R E. MEEK A ASSI An Abam I MLLMGI DL ARS. ►. E. Product ElnearkV 6 DevelDpmerlt BII N.Y. 9I At TE1(RACC 5m QJTI.IIDGE L71RT PLANTATION, rL 33324 xD2CKMS. GE0161A 70097 Ph. (934)-581-7678 M. Im 449-3355 r4n (954)-581 -4431 rAX (77N 774-1360 PRODUCT APPROVAL DRAWINGS ""' PAT T.r 05/08/02 KAWNEER 3501R DOORS - IMPACT .aa MS 1850 3-POINT ACTIVE LOCK 9/16' LAMINATED GLASS T200-901 PROTOCOLS PA 201/202/203 u4( T:� wl-am 9 of 9 r-. ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge FlaCom v1.22 FORM 40OA-2001 Whole Building Performance Method for Commercial Buildings Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Short Desc: WELLS Project: WELLS FARGO FINANCIAL Owner: Address: --- GATEWAY CENTER City: SANFORD State: FLORIDA PermitNo: 0-- Zip: 0 Storeys: 1 Type: Office (Business) GrossArea: 1500 Class: Renovation to existing building Net Area: 1500 Max Tonnage: 8 (if different, write in) Compliance Summary Component Design Criteria Result Gross Energy Use 76.63 100.00 PASSES Other Envelope Requirements - A PASSES LIGHTING CONTROLS PASSES EXTERNAL LIGHTING PASSES HVAC SYSTEM PASSES PLANT PASSES WATER HEATING SYSTEMS PASSES PIPING SYSTEMS PASSES Met all required compliance from Check List? Yes/No/NA IMPORTANT NOTE: An input report Print -Out from EnergyGauge FlaCom of this design building must be submitted along with this Compliance Report. 1/25/2005 EnergyGauge FlaCom FLCCSB v1.22 COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calculation are in compliance with the 5orida En y Efficiency Code. PREPARED BY:,)MItNGINEER DATE: . I I 'Lcg' / a � 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: I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER AGENT: WF1AN FARGO FINANC DATE: If required by Florida law, I hereby certify (') that the system design is in REGISTRATION compliance with the Florida Energy Code. No. ARCHITECT: INTERTECT ELECTRICAL SYSTEM DESIGNER: ALEX PIPER P.E. LIGHTING SYSTEM DESIGNER: ALEX PIPER P.E. MECHANICAL SYSTEM DESIGNER: KENNETH EIERMANN P.E. 30761 PLUMBING SYSTEM DESIGNER: KENNETH EIERMANN P.E. 30761 (') 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. 1/25/2005 EnergyGauge F1aCom FLCCSB v1.22 2 Project: WELLS Title: WELLS FARGO FINANCIAL Type: Office (Business) Location: SANFORD, SENUNOLE COUNTY, FL (691500) (WEA File: Orlando.TMY) Whole Building Compliance Design Reference Total 76.63 100.00 ELECTRICITY 76.63 100.00 AREA LIGHTS 14.73 14.73 MISC EQUIPMT 6.17 6.17 PUMPS & MISC 0.06 0.06 SPACE COOL 20.78 24.54 SPACE HEAT 7.27 10.23 VENT FANS 27.62 44.27 Credits & Penalties (if any): Modified Points: = 76.64 PASSES 1/25/2005 EnergyGauge FlaCom FLCCSB v1.22 I Project: WELLS Title: WELLS FARGO FINANCIAL Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orlando.TMY) Other Envelope Requirements Item Zone Description Design Limit Meet Req. ROOF WELLS Exterior Roof - Max Uo Limit 0.08 0.09 Yes Meets Other Envelope Requirements External Lighting Compliance Description Category Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (W) (VV) (Sgft or ft) None Project: WELLS Title: WELLS FARGO FINANCIAL Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orlando.TMY) Lighting Controls Compliance Acronym Ashrae Description Area No. of Design Min Compli- ID (sq.ft) Tasks CP CP ance WELLS 26 Offices (Partitions>4.5 ft below 1,500 1 5 2 PASSES ceiling) Enclosed offices, all open plan offices without partitions PASSES 1/25/2005 EnergyGauge F1aCom FLCCSB v1.22 4 Project: WELLS Title: WELLS FARGO FINANCIAL Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orlando.TMY) System Report Compliance OFFICE System 2 Unitary Systems No. of Units 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled 65000 to 135000 10.30 8.90 11.10 8.30 PASSES Btu/h Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.50 0.80 PASSES System -Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss fiance None 1/25/2005 EnergyGauge FlaCom FLCCSB v1.22 Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick [inJ Thick [in] [F] SF.FJ �- None Project: WELLS Title: WELLS FARGO FINANCIAL Type: Office (Business) Location: SANFORD, SENDNOLE C 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 RVAC 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 Electrical 413.1 Metering criteria have been met 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 F1aCom attached? 1/25/2005 EnergyGauge F1aCom FLCCSB v1.22 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge FlaCom v1.22 INPUT DATA REPORT Project Name: WELLS Project Title: WELLS FARGO FINANCIAL Address: GATEWAY CENTER State: FLORIDA Zip: 0 Owner: Project Information Orientation: North Building Type: Office (Business) Building Classification: Renovation to existing building No.of Storeys: 1 GrossArea: 1500 Zones No Acronym Description Type Load Profile Area Multiplier Total Area lsll lstl 1 WELLS Zone 1 CONDITIONED FlaCom Business 1500.0 1 1500.0 ❑ office building 1/25/2005 EnergyGauge FlaCom FLCCSB v1.22 1 Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume IN IN [ft] plier [sf] [cf] In Zone: WELLS 1 WELLS OFFICE BUILDING Offices (Partitions>4.5 ft 15.00 100.00 11.00 1 1500.0 16500.0 ❑ below ceiling) Enclosed offices, all open plan offices without partitions Lighting No Type Power Control Type No.of [W] Ctrl pts In Zone: WELLS In Space: WELLS 1 Recessed Fluorescent - No vent 2700.00 Manual On/Off 5 ❑ Walls No Description Type Width H (Effec) Multi Area DirectionConductance Heat Dens. R-Value IN IN plier [sf] [Btu/hr. sf. F] Capacity [lb/cf] [h.sLFBtu] [Btu/sf.F] In Zone: WELLS 1 EAST 8 IN TILT WALL 15.00 11.00 1 165.0 East 0.1484 6.0444 35.57 6.74 ❑ 1" INSULATION 2 WEST 8 IN TILT WALL 24.00 11.00 1 264.0 West 0.1484 6.0444 35.57 6.74 ❑ V INSULATION 3 COMMON 6 IN PARTITION 200.00 12.00 1 2400.0 North 0.0892 2.6000 34.67 11.21 ❑ WALL WITH BATTS 1/25/2005 EnergyGauge FlaCom FLCCSB v1.22 Windows No Description Type Shaded UCen SC Vis.Tr W H (Effec) Multi Total Area [Btu/hr sf F] [ft] [ft] plier [sf] In Zone: WELLS In Wall: WEST 1 STOREFRONT SINGLE CLEAR Yes 1.0018 0.95 0.88 15.00 10.00 1 150.0 ❑ Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value [ft] [ft] plier [sf] [Btu/hr. sf. F] [Ib/cf] [Btu/sf. F] [h.sf.FBtu] In Zone: WELLS In Wall: EAST 1 MANDOOR Paper Honeycomb No 3.00 7.00 1 21.0 1.0687 0.00 0.00 0.94 ❑ core Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value [ft] IN plier [sf] [deg] [Btu/hr. Sf. F] [Btu/sf. F] [Ib/cf] [h.sf.FBtu] In Zone: WELLS 1 ROOF SINGLE 100.00 15.00 1 1500.0 0.00 0.0868 0.93 12.01 11.53 ❑ PLY/3"ISO/METAL DECK Skylights No Description Type UCen Shading Vis.Trans W H (Effec) Multiplier Area Total Area [Btu/hr sf F] Coeff IN [ft] [Sf] [Sf] In Zone: In Roof: 1/25/2005 EnergyGauge F1aCom FLCCSB v1.22 Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value IN [ft] plier [sf] [Btu/hr. sf. F] [Btu/sL F] [lb/cf] [h.sf.FBtu] IIn Zone: WELLS 1 FLOOR CONCRETE FLOOR WITH VINYL COVERING 100.00 15.00 1 1500.0 0.5987 9.33 140:00 1.67 1:1 11 Systems OFFICE System 2 Unitary Systems No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System (Air Cooled 65000 to 135000 Btu/h Cooling Capacity) 2 Heating System (Electric Furnace) 3 Air Handling System -Supply (Air Handler (Supply) - Constant Volume) 92000.00 46076.00 3000.00 10.30 1.00 0.50 11.10 ❑ ❑ ❑ Plant Equipment Category Size Inst.No Eff. IPLV LJ Water Heaters W-Heater Description Capacit Cap.Unit UP Rt. Efficienc Loss 1/25/2005 EnergyGauge FlaCom FLCCSB v1.22 4 EA -Lighting Description Categories. Area/Len/No. of units [sVft/Nol Wattage 1W Piping No Type Operating Insulation Temperature Conductivity [F] [ Btu-in/h.sf.F] Nomonal pipe Diameter [inl Insulation Is Runout? Thickness [in] El Fenestration Used Name Glass Type No. of Glass SC VLT Frame Frame Panes Conductance Conductance Absorptance [Btu/h.sf.Fl [Btu/h.sf.Fl ApLbWndI SINGLE CLEAR 1 1.0018 0.9500 0.8810 0.4340 0.7000 ❑ Materials Used Only R-Value RValue Thickness Conductivity Density SpecificHeat Mat No Acronym Description Used [h.sf.FBtu] IN [Btu/h.ft.F] [lb/cf] [Btu/Ib.F] 276 Mat1276 Hollow core flush (1.75") Yes 1.3239 ❑ 277 Mat1277 Panel with 1-1/8" panels Yes 1.7141 ❑ (1.75") 278 Matl278 Solid core flush (1.75") Yes 1.6500 ❑ 279 Mat1279 Solid core flush (2.25") Yes 2.8537 ❑ 1/25/2005 EnergyGauge FlaCom FLCCSB v1.22 5 280 Mat1280 Fiberglass/Mineral wool core Yes 0.8167 ❑ 281 Mat1281 Paper Honeycomb core Yes 0.9357 ❑ 282 Mat1282 Solid Urethane foam core Yes 1.6500 ❑ 283 Matl283 Solid mineral fiberboard core Yes 1.7816 ❑ 284 Mat1284 Polystyrene core (18 ga steel) Yes 2.0071 ❑ 1 285 Mat1285 Polyurethane core (18 ga Yes 2.5983 ❑ steel) 2 286 Mat1286 Polyurethane core (24 ga Yes 2.5983 ❑ steel) 1 287 Mat1287 Polyurethane core (24 ga Yes 4.1500 ❑ steel) 2 . 288 Mat1288 Solid Urethane foam core Yes 4.1500 ❑ 81 Mat181 ASPHALT -ROOFING, Yes 0.1500 ❑ ROLL 244 Matl244 PLYWOOD, 1/2IN No 0.6318 0.0417 0.0660 34.00 0.2900 ❑ 185 Mat1185 CLAY TILE, PAVER, 3/8IN No 0.0301 0.0313 1.0410 120.00 0.2000 ❑ 82 Matl82 ASPHALT -SHINGLE AND Yes 0.4400 ❑ SIDING 11 Matl11 2 in. Insulation No 6.6800 0.1670 0.0250 2.00 0.2000 ❑ 47 Mat147 2 in. Heavyweight concrete No 0.1670 0.1670 1.0000 140.00 0.2000 ❑ 95 Mat195 CONC BLOCK No 0.7107 0.3333 0.4690 101.00 0.2000 ❑ HW-4IN-HOLLOW 248 Mat1248 ROOF GRAVEL OR No 0.0500 0.0417 0.8340 55.00 0.4000 ❑ SLAG 1 /21N 94 Mat194 BUILT-UP ROOFING, No 0.3366 0.0313 0.0930 70.00 0.3500 ❑ 3/8IN 45 Matl45 8 in. Heavyweight concrete No 0.6670 0.6670 1.0000 140.00 0.2000 ❑ 7 Mat17 Gyp or Plaster Finish No 0.1738 0.0417 0.2400 78.00 0.2600 ❑ 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 ❑ 9 Mat19 Air space resistance Yes 0.9100 ❑ 2 Matl2 1 in. Stucco No 0.2083 0.0833 0.4000 16.00 0-.2000 ❑ 43 Mat143 8 in. Heavyweight concrete No 1.1117 0.6670 0.6000 61.00 0.2000 ❑ block 10 Mat110 1 in. Insulation No 3.3200 0.0830 0.0250 2.00 0.2000 ❑ 18 Mat118 2 in. Wood No 2.3857 0.1670 0.0700 37.00 0.3900 Q 264 Mat1264 ALUMINUM, 1/16IN No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 1/25/2005 EnergyGauge FlaCom FLCCSB v1.22 6 214 Mat1214 POLYSTYRENE, EXP., No 5.2100 0.1042 0.0200 1.80 0.2900 ❑ 1-1/4IN, 187 Matl187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 ❑ BOARD,1 /2IN 206 Mat1206 CELLULOSE,FILL,5.51N,R- No 20.8318 0.4583 0.0220 3.00 0.3300 ❑ 20 151 Matll51 CONC HW, DRD, 140LB, No 0.4403 0.3333 0.7570 140.00 0.2000 ❑ 41N 178 Matl178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 ❑ 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ❑ 123 Mat1123 CONC BLOCK No 1.7227 0.6667 0.3870 53.00 0.2000 0 MW,BIN,HOLLOW 159 Mat1159 CONC No 0.3202 0.3333 1.0410 140.00 0.2000 ❑ HW-UNDRD-140LB-41N 57 Mat157 3/4 in. Plaster or gypsum No 0.1488 0.0625 0.4200 100.00 0.2000 ❑ 72 Mat172 AIR LAYER, 3/4IN OR Yes 0.9000 ❑ LESS, VERT. WALLS 267 Mat1267 0.75" stucco No 0.1563 0.0625 0.4000 16.00 0.2000 ❑ 266 Mat1266 2x4@16" oc + RI I Batt No 8.3343 0.2917 0.0350 9.70 0.2000 ❑ 215 Mat1215 POLYSTYRENE, EXP., No 8.3350 0.1667 0.0200 1.80 0.2900 ❑ 2IN, 105 Mad105 CONC BLK HW, 8IN, No 1.1002 0.6667 0.6060 69.00 0.2000 ❑ HOLLOW 256 Mat1256 WOOD, SOFT, 1-1/2IN No 1.8939 0.1250 0.0660 32.00 0.3300 ❑ 86 Mat186 BRICK, COMMON, 4IN No 0.8012 0.3333 0.4160 120.00 0.2000 ❑ 269 Mat1269 .75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 ❑ 211 Mat1211 POLYSTYRENE,EXP.,1/2I No 2.0850 0.0417 0.0200 1.80 0.2900 ❑ N, 12 Mad 12 3 in. Insulation No 10.0000 0.2500 0.0250 2.00 0.2000 ❑ 218 Mat1218 POLYURETHANE,EXP.,1/2 No 3.2077 0.0417 0.0130 1.50 0.3800 ❑ IN, 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 ❑ 4 Matl4 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 271 Mat1271 2x4@24" oc + RI 1 Batt No 10.4179 0.2917 0.0280 7.11 0.2000 ❑ 272 Mat1272 Panel with 7/16" panels Yes 0.9044 ❑ 273 Mat1273 Hollow core flush (1.375") Yes 1.2777 ❑ 274 Mat1274 Solid core flush (1.375") Yes 1.7141 ❑ 1/25/2005 EnergyGauge FlaCom FLCCSB v1.22 7 275 Mat1275 Panel with 7/16" panels Yes 1.0019 ❑ (1.375") Constructs Used Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sLF] [Btu/sLF] [lb/cf] [h.sLF/Btu] 1030 Paper Honeycomb core No Yes 1.07 0.9357 ❑ Layer Material Material Thickness Framing No. IN Factor 1 281 Paper Honeycomb core 0.00 ❑ Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] 1042 SINGLE PLY/3"ISO/METAL DECK No No 0.09 0.93 12.01 11.5251 ❑ Layer Material Material Thickness Framing No. IN Factor 1 82 ASPHALT -SHINGLE AND SIDING 0.00 ❑ 2 244 PLYWOOD, 1/21N 0.0417 0.00 ❑ 3 12 3 in. Insulation 0.2500 0.00 ❑ 4 187 GYP OR PLAS BOARD,1/21N 0.0417 0.00 ❑ Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sLF] [Btu/sLF] [lb/cf] [h.sf.FBtu] 1052 8 IN TILT WALL V INSULATION No No 0.15 6.04 35.57 6.7390 ❑ Layer Material Material Thickness Framing No. [ft] 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 ❑ 1/25/2005 EnergyGauge FlaCom FLCCSB v1.22 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sLF] [Btu/sEF] [ib/cf] [h.sf.FBtu] 1059 6 IN PARTITION WALL WITH BATTS No No 0.09 2.60 34.67 11.2076 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 57 3/4 in. Plaster or gypsum 0.0625 0.00 ❑ 2 9 Air space resistance 0.00 ❑ 3 57 3/4 in. Plaster or gypsum 0.0625 0.00 ❑ 4 12 3 in. Insulation 0.2500 0.00 ❑ Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] [Btu/sf.F] [Ib/cf] [h.sf.FBtu] 1065 CONCRETE FLOOR WITH VINYL No No 0.60 9.33 140.00 1.6703 ❑ COVERING Layer Material Material Thickness Framing No. IN Factor 1 151 CONC HW, DRD, 140LB, 41N 0.3333 0.00 ❑ 2 178 CARPET W/RUBBER PAD 0.00 ❑ 1/25/2005 EnergyGauge FlaCom FLCCSB v1.22 9 CITY OF SANFORD PERMIT APPLICATION Permit # : n 9 — / ( 69 Job Address: r Description of Work: Historic District: Zoning: Date: ' / '•' — Z Value of Work: $ 2,500, 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 Cale. 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 Total Square Footage: Construction Type: 01 # of Stories: _� # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel M Owners Name & Address: Contractor Name & Address: Phone & Fax: !%-/%r%Tiffl 0324•Contact Person: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: (Attach Proof of Ownership & Legal Description) Phone: Phone: Fax: ne: t�9 0 / 7 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 pem» t 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 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 management 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 Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Date Date Zoning: 810 �- Signature of Not,�ry S�at da� Date %, hl�l�A. DE GRAVE MY COMMISSION f DO 164280 EXPIRES: November 12, 2006 NtractoAgent is Wde �ftwf11yKm6 Produced ID Sfy-) (MkN -O (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) CITY OF SANFORD PERMIT APPLICATION %� 3 o• 31- o3Permit # :�1c�0()1? Date: C Job Address: 2-jo iA,&E _ 1_T TL-Y- cU Description of Work: �"T+�/` do-,7• id el ! t- t/*i Historic District: Zoning: Value of Work: S �/�� o 0 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 _d— # of Water & Sewer Lines It of Gas Lines Plumbing/New Residential: # of Water Closets / Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential Commercial r/ Industrial Total Square Footage: Construction Type: _[_ # of Stories: # of Dwelling Units: Flood Zone: (FEhIA form required for other than X) Parcel #: Owners Name & Address: Contractor Name & Address: (Attach Proof of Ownership & Legal Description) Phone: State cense Number: K Ic OQ Z to Phone & Fax: Contact Person: A J C(L Phone: f6- Y / —6 J J — 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. 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 certifv 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 1"0 YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TI E: In additiorAo 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 L e iay be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of\perrMis veriQcation that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 D Sienature ofContractor/Agent Date Print Owner/Agents Nar Print Contractor/Agent's Name .rpY P„ ON t0- 3 1 gnatM,", aq (�vxt4991fiW�1 Date Signature of Notary -State of Florida Date * EXPIRES: March 23, 2008 �orr Bonded Thru Budget Notary SeMces Owner/Agent is Pe onally K ow to Me or Contractor/Agent is Personally Known to Me or /lfroduced ID L ?1) •-15D ' ST. 3')0'3 Produced ID _ APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: Utilities: (Initial & Date) (Initial & Date) (Initial & Date)