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165 Bob Thomas Cir05-3265 addition
PERMIT ADDRESS 1(OJ CONTRACTOR ()'IX') P&� ADDRESS PHONE NUMBER PROPERTY ADDRESS PHONE NUMBER--[ ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION � c PERMIT # D S 3 ' .2- b DATE • -)' �� PERMIT DESCRIPTION lj-ddd o' /)40 • -S ) PERMIT VALUATION )U(A) SQUARE FOOTAGE ak5 S RECEIVED n Qo CITY OF SANFORD PERMIT APPLICATION I I A' �oo� Permit # : �' `� Date: 04' ' %!o - Q N 16 Job Address: A'%%1 V,u,ft s �; 4c le ..SRtitc � Description of Work: �y��,_ r. cJ Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical � PlumbingI-P Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration \4 Change of Service Temporary Pole _ Mechanical: Residential _y_ 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 Total Square Footage: J Construction Type: V94x ,�, # of Stories: k # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: /��. ..urc s C 2C /Q Phone: ly7` 3 Z I Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Contact Person: State License Number: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a 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 pergkl) verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Date -1%,o-oys Date * EXPIRES: November 12, 2006 Bonded Thru Budget Notary Services ,00Ver/Agent is Personally Known tp Me ors p VJProducedlD L k�p� 6k�0—\O� APPLICATION APPROVED BY: Bldgr 1 b / 6 Zoning: (Initial & Date) Special Conditions: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) Adams 1561 Job No: 311726 BUI.ldIng Bid No: M10199 f,/%aterials s WV1V me PWUbrg1 &,xr. 1443 W Airport Blvd -Sanford, FL-31771-V 407.313.1100-F ENGINEERING COVER SHEET 407.313.1168 Project: Model Sold To: Anthony Everett Ship To: 165 Bob Thomas Circle Lot/Block / Sanford Subdivision County: Seminole Design Code Design Software Wind Speed IFBC2001/ANS195 IlYlitek 20/20 5.100 1120 mph Design Method Roof Load IFloor Load IMWFRS/C-C Hybrid Wind ASCE 7-98 137 psf i� This package includes 3 individual, dated Truss Design Drawing(s). Page I of 1. c ID Seg No Date (A01 407156201 2/1/2005 IA02 407156202 2/1/2005 DEB 1 2005 ;- Steven P. Lieberman, P.E. (Truss Design Engineer; FL PE License # 58912); Professional Engineering Services, Inc.; 220 W. Brandon Blvd.; Suite #204; Brandon, FL 33511 (813) 571- 870 The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters provided by Adams Building Materials, Inc. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. Name Address and License number of Structural Engineer of record, if there is one for this building. Name: License #: Address: City: State: NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of the component for any particular building is the responsibility of the building designer, per ANSI/TPI-199Sec.2. 02/01/2005 Job Truss Truss Type Oty Ply 311726 A01 ROOF TRUSS 1 1 Job Reference time Adams Building Matey ..eanda Back 5.100 s May 30 2003 MiTek Industries, Inc. Tue Feb 01 09:16:08 2005 Page 1 •2.0.0 9.6-0 19.0-0 2 2.0.0 9.6-0 9.6.0 2.0.0 snr - vu.o Mr 0.0.0 LOADINgpsf) SPACING 2.0.0 CSI DEFL in 0cc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) n/a n/a 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) 0.04 1 >590 360 BCLL 0.0 Rep Stress Ina YES WB 0.07 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight: SO lb LUMBER TOP CHORD 2 % 4 SYP No.2 BOT CHORD 2 % 4 SYP No.2 OTHERS 2 % 4 SYP No.3 BRACING TOP CHORD Sheathed or 6.0.0 oc ptrlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS(lb/size) 2-29a/18.4-0.10-298/18.4.0.15-80/18-4-0.16-145/18.4-0.17--100/18.4-0.18-429/18-4.0.14-145/18.4.0. 13--100/18.4-0.12-429/18.4.0 Max Hors 2-68(bad case 6) Max Uplift2--192(load rase 4). 10--199(load case 5). 15--1(load case 6), 16-44(load case 6). 17--104(load case 2), 18--122(load case 6), 14--43(load case 7). 13--104(load case 2), 12-•122(load case 7) Max Gmv 2-298(load case 1). 10-298(bad case 1). 15-80(load case 1). 16-147(load case 8), 17-6(load case 5). 18-429(load case 8), 14-147(load case 9), 13-7(load case 4). 12-429(load case 9) FORCES (lb) - First Load Case Only TOP CHORD 1.2-25. 2-3-37. 3-4--36. 4.5-13. 5.6--11, 6.7--11, 7-8--3, 8.9--36. 9.10--37, 10.11-25 BOT CHORD 2.18-1, 17.18-1. 16.17-1. 15-16-1. 14.15-1, 13.14-1. 12.13-1. 10.12-1 WEBS 6.15--63, 5.16--98, 4.17-57, 3.18--295, 7.14--98. B-13-57, 9.12--295 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98; 120mph: h-15ft: TCDL-4.2psf: BCDL-5.Opsf: Category 11; Exp B: enoiosed:MWFRS gable end zone and C-C exterior zone; cantilever left and right exposed exposeclUmber DOL-1.33 plate grip DOL-1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MFfek 'Standard Gable End Detail' 4) All plates are 2x4 MI120 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift et joint 2. 199 lb uplift at joint 10. 1 lb uplift at joint 15, 44 lb uplift at joint 16, 104 lb uplift et joint 17, 122 lb uplift st joint 18. 43 lb uplift at joint 14, 104 lb uplift st joint 13 and 122 lb uplift at joint 12. 8) Non Standard bearing condition. Review required. 9) This truss design conforms with Florida Building Cade 2001, based on parameters indicated. 10) Segn: 407156201. Date:2/1/2005 LOAD CASE(S) Standard end vertical left and right 02/01/2005 True Doslgn Engineer. Steven Uobonnen, P.E. (FL Ucome a 58912) Protenk nal Erglnaerlrg Services, Inc. 220 W. Brandon Blvd.: Sulle 204, BrendOr, FL 33511 a Job Truss Truss Type Oty Py 311726 A02 ROOF TRUSS 7 1 Job Reference bona Adams duealng macerbib_(yvunw once -2.0.0 5.10.5 9-6.0 13-1.11 19.0.0 21.0.0 2.0.0 5.10.5 3.7-11 3-7-11 5.10.5 2-0-0 srm - :Is 0 d 0.0.0 0-0.0 q 4p 9.6.0 I 18-8.0 19-0r0 LOADINgpsf) SPACING 2.0.0 CSI TCLL 20.0 Plates Inuease 1.25 TC 0.73 TCDL 7.0 Lumber Increase 1.25 BC 0.69 BCLL 0.0 Rep Stress Ina YES WB 0.17 BCDL 10.0 Code FBC2001/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACT I ONS(lb/size) 2-808/0-3.8.6-808/0.3.8 Max Harz 2-68(load case 6) Max Uplift2--332(Wd case 4). 6--332(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1.2-25. 2-3--1877, 341--1455, 4.5--1455, 5.6--1877. 6-7-25 SOT CHORD 2.8-1781, 6-8-1781 WEBS 3.8-423. 4-8-498, 5-8-423 DEFL in (10c) Udefl Ud PLATES GRIP Ven(LL) -0.15 6.8 >999 360 M1120 2491190 Ven(TL) -0.32 6-8 >692 360 Horz(TL) 0.05 6 We n/a Weight: 78 lb BRACING TOP CHORD Sheathed or 4.5.0 oc punins. BOT CHORD Rigid ceiling directly applied or 6.9.14 ac bracing. NOTES (6) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.98; 120mph; h-15ft: TCDL-4.2psf: BCDL-5.Opsf; Category II: Exp B; endosed;MWFRS gable end zone and C-C exterior zone; cantilever left and right exposed ; end vertical left and right exposed:Wmber DOL-1.33 plate grip DOL-1.33. This truss is designed for C-C for members and forces. and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 4) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 332 lb uplift et joint 2 and 332 lb uplift at joint 6. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 4 6) Segn:407156202. Date:2/1/2005 LOAD CASE(S) Standard 0 02/01/2005 Truss Design Enginoor. Shown Liebormon, P.E. (FL Licomo a 58912) Pngs-l-ml Ergineedng Sarvicos, Inc. 220 W. Brandon Blvd.; Suila 204, Brandon, FL 33511 Adam7S 2858 Job No: 15058- S uilding Bid No: M6680 . , �'%�aferial_s ENGINEERING COVER SHEET s&WV ft amress+W.W &bft 2443 IV Airport Blvd -Sanford, FL-3177/-V 407.323.1 /00-F 407.323.2268 Project: Model Everette addition Sold To: Anthony R. Everett Ship To: 165 Bob Thomas Cir. Lot/Block l Sanford Subdivision County: Seminole Design Code Design Software JWind Speed ISBC/SBCCI IMitek 20/20 5.100 1120 mph Design Method Roof Load (Floor Load IMWFRS/C-C Hybrid Wind ASCE 7-98 137 psf This package includes 1 individual, dated Truss Design Drawing(s). Page I of 1. ID Seq No iDate A03 407185289 5/2/2005 Steven P. Lieberman, P.E. (Truss Design Engineer; FL PE License # 58912); Professional Engineering Services, Inc.; 220 W. Brandon Blvd.; Suite #204; Brandon, FL 33511 (813) 571-0870 The truss drawings) referenced above have been prepared under my direct supervision based on the parameters provided by Adams Building Materials, Inc. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. Name Address and License number of Structural Engineer of record, if there is one for this building. Name Address License #: City: State: NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of the component for any particular building is the responsibility of the building designer, per ANSI%TPI-199Sec.2. 05/02/2005 lob Truss Truss Type Qty Ply Anthony R. Everett BP 35058-1 A03 HOWE 1 2 1ob Rderenx Adams tsumlinrcyWats, unxmmn >. iuu s flay au cuuj Im I eR 1nausuim, inn. mon r'lay uz sv:1L:a!o- rage 1 i -1-0-0 4-2-0 { 6-ID-2 9.6-4 I 13-8.4 1 1-0.0 4-2-0 2-8-2 2-8-2 4-2-0 1-0-0 S k . 1:24.8 le cee 47 = D-0-0 0-0-0 4-2-06.10-2 9-6.4 13-8.4 4-2-0 2-8-2 2-8-2 4-2-0 LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.13 9 >999 360 11120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.21 9-10 >739 360 BCLL 0.0 Rep Stress Ina NO WB 0.56 Hor:(TL) 0.04 6 o/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matt) Weight: 138lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SYP No. ID WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 4-2.6 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS(lb/size) 2=3848/0-8-0, 6=3848/0.8-0 Max Hors 2=54(load case 5) Max Uplift2=4471(load case 3), 6=-1471(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=19, 2-3=-8764, 3.4=-6778, 4-5--6778, 5.6=-8764, 6-7=19 80T CHORD 2.10=8357, 9-10=8357, 8-9=8357, 6-8=8357 WEBS 3-10=1362, 4.9=3510, 5.8=1362, 3.9=-2019, 5.9=-2019 NOTES (8) 1) 2-ply truss to be connected together with IOd Common(.148'k3') Nails as follows: Top chords connected as follows: 2 X 4 - i row at G-9.0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0.9-0 oc. Webs comected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live bads have been considered for this design. 3) Wind: ASCE 7.98; 120mph; h=15ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; endosed;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.25 plate grip DOL=1.33. 4) This truss has been designed for a 10.0 psf bottom chord [he load nonconcument with any other live loads per Table No. 16-0, UBC-94. 5) Provide mechanical connection (try others) of truss to bearing plate capable of withstanding 1471 lb uplift at joint 2 and 1471 lb uplift at Joint 6 6) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 7) Girder carries tie-in span(s): 30-0-0 from 0.0-0 to 13.8-4 8) Segn: 407185289, Date:5/2/2005 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-6=-525.7, 1-4— 54.0, 4.7=-54.0 IU-U-U Outside of cantilever Trusses are 24" on center WILLIAM F. STUHRKE, PhD PROFESSIONAL ENGINEER FLORIDA - STRATION #22150 -6 � 06 TYPICAL HEEL HANGERS BEARING ELEUBTIBNS Adams MR MI ES Euslam HnLonq LvereLL Pilch: 3/ 12 o B •0' AFF a�rrrsBa IR nor n FmL-sd.-y'� MM Job Mw. 311726 REF 1221.111 4: House Buildin g Rae 1UB71323 2188 av ea 1EM D-IM too u SM . %5 03 ¢sa:s0 rao a� nx :o r,n+ ie eg um coo �� AddiLio----- Fax NM 3212M BrgSz: e Material 21U3 V. k' ` " ' rU nP 1 Lecdw 165 Bob Thanes Circle o/H: 24•pl kni, /U Ar MMI/drdn Word FL 32771 rMa&W! ?M r r ertu rota to* Shingle k WB Bete: 2/ I /05 N M I A M H ML4MI-DADS COUNTY, FLORIDA _ METRO -DARE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Labrador & Fundora Corp dba V & V Windows 2690 W. 3rd Court Hialeah ,FL 33010-1454 BURRING CODE COMPLUNCE OFFICE MEIRO-DARE FLAGLER BUILDING 140 WEST FLAGLER SIREEL SUTTE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375-2558 COMRACTOR ENFORCEMENT DFVWON (305) 375-2966 FAX (305) 375-2909 PRODUCT CONTROL WISION (305) 375-2W2 FAX (305) 372-339 Your application for Notice of Acceptance (NOA) of Ahtminum Single Hung Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00-0609.10 EXPIRES: 12/14/2005 Raul Rodriguez Chef Product Control Division THIS _ IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above - APPROVED: 12/14/2000 Francisco 1. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office IW4M0D sorersw-d- Internet mail address: postmasteri@buildingoodeonline wm 0 Homgwge: http://www.buildingeodeonline.com LABRADOR & FUNDORA CORP dba V & V Windows ACCEPTANCE No.: 00-0609.10 APPROVED DEC 1 4 ZOW EFs DEC 1 4 20p5 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE Ll • This approves an ahrmnmm single hung window, as desmbed in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Maori -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION Zl The Series Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No W99-23, titled "Aluminum Single Hung window' Sheets 1 through 3 of 3 dated 03f26/99 last revised on 11-15-00, prepared by Al-Farooq Corporation, signed and sealed Dr. Humayoun Farooq, PE_, bearing the Mimi -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Mami Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIM]TATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system 5 LABEIdNG 5.1 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". 6. BUILDING PERMIT REQUIRK1VVIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.L3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. I S i a9 I- L LA,4a.n Ishaq L Chanda, P.E. Product Control Examiner Product Control Division 2 LABRADOR & FUNDORA CORP ACCEPTANCE No.: 00-0609.10 dba V & V Windows APPROVED DEC 14 � »rS DEC 2005 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal ofthis Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the mamufacturees name, city, state, and the following 'Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions ofthis Acceptance. 3. Renewals of Acceptance will not be considered if. a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If time Acceptance holder has not complied with all the requirements of this acceptance, inchuding the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance ofthis product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose- 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance- 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. i l- 4-4 Ishaq L Chazida, P.E. Product Control Examiner Product Control Division END OF THUS ACCEPTANCE 3 Dg9[ON LOAD CAPACITY - PSR TI[NDOII DIMS. NU118ER OF ANCHORS/JAM D98-AN GLASS 3/le'-ANN. GLASS VIDTH HEIGHT EXT.(+) 1NT.(-) E%T.(+> INT.t-) 19-1/B' 26-1/2' 97' SS-1/B ee' 3 60.0 6&7 60�0 tl1,4 3 60A a&7 60.0 181�4 3 60A 66.7 60,0 ll1.4 3 - - 60.0 1e0,7 19-VS' e6-1/@' 37• D3-1/B 38-3/8' 3 80A 88.7 60,0 1e1,1 3 60A 66,7 60,0 1e1.1 3 80A 66.7 60.0 117,/ 3 - - 60,D SLS 19-t/B• E6-lie' ' 37' t>3-1/S 4 60,0 66.7 60.0 IeL4 1 60,0 66.7 60,0 l@3.4 4 60,0 66,7 60.0 ll&7 4 - - G0,0 7��6 151-1/8' 77' 03-1/8 �e O 60.0 66�7 60.0 t@1,4 so,o 66.7 60.0 Ie1.1 � 60.0 6�,3 60.0 1l&9 60.0 6A9 l9-1/B' � 60.0 66.7 6 i �• 37• WD D W WIOTH 40 7/te' 33 VIS- D.L OP0. MD I O.L OPO. y FALSE NlMT1Nt' (FgG1 (3L0(FACE APPLIED) 3' TYP. �.( �,, z MAY u USED i1 MEAD !1 13' ' 0 �+ O M _ ' 4;zx ¢ _ D D r- g_ p C> ^ 8 t3 DLA&S I� B a b y N II �I f�q 7' MAX 7' Yr. HEAD 32 TYP. HEAD 4e' D.L GPO. WT) 0& OPQ. Iy E'j R 30 1/8' 34 1/8' vo(r TYPT .A rvAmms TESTED UNITS WINDOWS TO HE PROTECTRD 1RTH DADS COUNTY APPROVED ROLL roM1E0 IMPACT RESISTANT SHUTTERS AWMOa1M 8GD OSS-ANN, OW! OR ��1 3/1e' ANN. GLASS L THIS 9TRUCIURE 13 DESXR(ED As PER THE 80VTN FLARIOA ML61NO 'SILICONE 0E ION - 000E 1084 EDITION FOR DARE COUNTY. ALSO FOR WIND LOAOs Q 3/8' X 1/16' DEAD AS PER ASCE 7-88 VIINO OORRnPONOINO LOADS, E WOOD ILIOXs IY OTHDIe MUST x ANCHOR P110PERLY TO.rMNERII LOAD! TO THI trRuclVliL a OHOORR [ IORB SMALL mmDff TO 81 49 MAT It" IMALL e1PAOZO AS 9 /CNNO WALL DRESSINO OR IT0000. a 6. ALL STEEL IN CONTACT WITH AWIpNUM TO 8E PLATED OR ►NNTEA 4I APPROMA900MPLYOIOW}NTILD R •� FLA; 411357 soUiH RnL1 e0F OLA2IN0 �FTNL aTE.J��= !V_1jLw I CM�rdn i a; PROCKW OONRtp. ommm BI oN01XIOEdSOYPUANC2 drawing no. AODEPIANCIBW m� o �o W99-23 • . n o 0VENT WfDTM . C ANCIC 0R SPACI WOOD BUCKS NOT BY V&V WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. FRAME CORNERS, FRAME SILL INSTALLATION SCREWS, 1: It! VENT CORNER SEAMS AND FIXED MEETING RAIL AT END ' CHNEE MOREHEAD SUPER SEAL' SEALANT. 16 OR GUNAWITH 17 1R ANCHORS; BEE ELm FOR vAcwo niPeoNs j/1e• INTO 29Y WOOD BUCKS OR WOOD STRUCTURE 1-3/8- MIN. PENETRATION INTO WOOD THRU,IBY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4- MIN. EMBED INTO MASONRY OR CONC. TAPCONR AS MANUFACTURED BY ELCO. OR EQUIVALENT CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. BA$ REOD. ONLY TOSS ►ASfiID OR PUT[0 1BY ORRIffy ol FRAME RILL WN-li 606I-TO - - FRAME JAMB 6061-T5 - FIXED 14M OWL 6063-TS - VENT TOP RAIL 606I-T5 - VENT IOTTOM RAIL 6063-TI - VENT JAMS 6067-TO - MAIIND IUD ALU IHUM ROLL ►DRMED VENT LATCH B 7 1/4' FR0X ENDS IOC DIE CAST REDIDR= BAR VB' X O/Y TEEL(A-S6 ►UJ. LWTH, VDV. V/ SAS, RQNFORCOIO BAR 3/4' X I/41 BOTTOM RAIL. BUJ V'RTRDPDM TEELIA-36 VINYL FULL LDCTH, VDV. V/ I/L6' TENT PLAITICS . ASSEMBLY SCAM It w 1' NL CRS SNS BLOCK ► TACKLE BALANCE O/M IDX, BALANCE SYSTEMS PILE VEATHEASTRIP - IDHLEDIL TIN SEAL to R t�`4.. v 1111 L n APPRMABCONPIYMOWRHTHg 9 /l� M / 16501 6oUTN OMDAOU N0a ! PRDMV MiROIw4m 4i OD BUCK 18 2004 ' suuaNODooEdoMnuNo>,D�ta ��wl�o �a• AOCIYTANCINo.OE^A609.10 W99-23 6 66 0 t,,ee Att TY►. fat? L01j a 1_ 97 —me TYP. ImL Ian ale .9eo FIXED MEETING RAIL Alt �tt 7 AU TY►, 490 VENT MP RAIL YDIT 8=141 PAIL L075 _ ,07o Tv. T- _ . L dtl SASH SIDE RAIL FRAME SILL rl AFPRGYEDA/OOMPLYppVYRNTN/ 1. 601Jt11 O00a Ily— PRODMOOI OLDN" d SItLDINO DO0! dOMPULNCtt OHOm emwing no. AMFIANO1ND GQ--oL o W99-23 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Cl M 600C-01 Residential Limited Applications Prescriptive Method C CENTRAL: A, :5 �6 i, FOR : 'i�,'t:;' $mail Addition$, Renovations 6 Building Systems rye , Ccripli;rxe wUh Mettwd C d Chapter 6 0l the Fbrida Energy Efficiency Code may De denautrated by the use of form 60c)F lol additions d 800 square !eat a less, site installed axr�Cnenls of manulacbred 1►�Inas; and i f ' t i� " , 'remvaliau !o s k and mul6lani reskierta. five methods are w dad la ackldior� tore of form 6008.0 a 600AA1. BUILDER: PROJECT NAME: V re PERMITTING CLIMATE AND. ADDRESS: OFFICE: ZONE: 4 5 6 ET y', • ^ PERMIT NO.�� JURISDICTION NO,: OWNER: ' SMALL ADDfTIONS TO EXISTING RESIDENCES (600 Square deal or less of wnditimed area). Pressipwe requ4 ernuno in Tables 6C• I, 6C 2 and 6C•3 apply only to the co mpaunts of the addition, nod to the a <ist ng building. SIaCe hoating, Cotlinp and wader healing equipment eff�cler cy levels InUSI ba met only when equipnwnt b installed slbc it wily to serve the adJ t on or is being Installed h CenjunCben with dk3 eddoorr cons Don . Ctmpated{ separating urmoteno sp= from cond oone0 spaces awl meet tho presaib�d minimum insuLium levels. RENOVATIONS (Residential buildings undergoing Ienovaow IxstG more than 30� of do mooed vnld l d d e •. u and equipment Wing reravatc+l a replaced. MANUFACTURED HOMES AND BUILDWGS.Ortly s0e installed eorrpa>enm end leatues ^ I bukt) ResrSiplive raju6oments in Tables 6C• I artd 6C 2 apply only to Ire components eq 9 _ ."C K• arecovedbydrislamBUILDINGSYSTEMSComplywhencompialenwsystemainslaued. Plooae Prtnr 1. . Renovation, Addition, New System or Manufactured. Home 2. Sing)e family detached or Multifamily attached 3. -,- !f.MuItifamily--No. of units covered by this submission 4.: Conditioned. -floor area (sq. ft.). 5. Predominant`eave overhang (ft.) 6. Glass area and type: a.r Clear glass i. b: Tint, film or solar screen y r7. 'Percentage of glass to floor area 'a. Floor type and Insulation: a. Slab -on -grade (R-value) b : Wood, raised (R-value) c. Wood, -common (R-value) d! Concrete, raised (R-value) �• a_ Concrete, common (R-value) 9. W[rll type and insulation: ,.. Exterior: 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R-value) b:. Adjacent: 1. Masonry (Insulation R-value) 2. Wood,frame (Insulation R-value) c. Marriag©;Walls of Multiple Units' (Yes/No; 1.0.•Ceiling type -and insulation: a. Under, attic (Insulation R-value).;.,.. b•. Single assembly (Insulation R-value) °` 11. Cooling, system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system': (Types: heat pump, elec. strip, natural gas, L.P. gas, gas h.p., room or PTAC, existing, none) 13:, Air. Dis1.tribution•Systern': a. ' Back flow damper or single package systems' (Yes/No) Ducts on rparriage walls adequately sealed' (Yes/No) ,r14...Hot watr system: • es: elec.,natural gas, othar, existing, none) . RYP h' ;w Pertains to.manufactured homes with site installed components. , f" I hereby cerUf that the Plans and sp ciltcations covered Uy thn calculation are in compliancuiwi the Florida eel Y Co ''��//77���.�V�w..�•77JJ(�Np YP,EPARED U1I{,V.O.L(,- --' DATE;�'S..IY.. I hereby cortify that this building Is In compliance with the Florida Enorgy Codo. DATE....-_..- .--.-..-..__.. OWNER AGdNT:-_----- Type: —EX• t N' it s EF: Review of plans and specifications covered by this calculation indic Iles compllenc�,,.; ; with the Florida Energy Code. Belore construction Is Completed. lhis bulldin91 inspected for cumpliance In accordance with Section 1-53,908. F.S. ,,• BUILDING OFFICIAL:-... _-.._._-.--..:r,7.:!i.'•'•e' DATE:--- I-r nAInA F1Utt DrNr: Cnnr- -- $III! rJING Clim aw Zones h 5 6 C....e, s .., 0C nvA nn„: m r:Yic nun auu 111ImcS arm SrrF•I1`451 AL LED CONtPONENI'S OF MANUFACTURED NUMES. MINIMUM INSULATION MINIMUM INSTALLEU . COMPONENT ' INSULATIO14 INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY ` r COIICrete BIZR 5 Cunyal A/C • Split SEER = 10.0 SEER = ' 'vi`;• Framu, 2' x 4' ' " ' R-11 'a L Sinyra Pky. SEER = 9.7 SEER =. _' Frame, 2' x 6' R-19 R t t Hown unit or PTAC EER = 8.5' EER = Comnwn, Fr;+ntu . Civmniwri, lylasomy R-3 Electric Resistance How pump Split ANY _ t tSPF ti.8. HSFF _ Undor Attic R-30 - u, t9 F;!3 Assu Sin01y mgly; Enclosed Frame R-1TJ , Singh; p!.y. I•ISPF = 6.6 FISPr _ d. ,(vlotal ( uns� R•13 = Rc.oln unit or PTHP OOP = 2.7' HSPF/ ,SiIJUIO.AsserPbly; Open R-10 W ;" COP . C0111 npn, Frµmu R 1 t s ,C„ Gay, natural or propane Fuul Oil AFUE = .78 _ AFUE - 78 AFUE AFUE - ui SlHb=on glade . No Minimum r (r Floisrrd Wood FI-11 cc Elecuic Rusistancu EF - .88 f:F = 0,* ',w` Flaisod Controls Qommon, Frame R•5 A-11 Gas; Nuturul or L.P. EF = 54 EF u. Irl unconditioned spaci, R-6 Fuel Oil, EF = 54 EF = In conahiuned space 'No minimum _ ' :r• sae , "wo ay. u•r �� AHLF. t.G2:• t+rtr.ocntrr rvc nruumrracrv, r. rvn .,..,...� ...,,...... ......................... Mt+xin,tim• 6rCirM rimr are -a allowed is selccle0 by tv n, ovrmanr Inn Ih and snlar heat gain cacrfidunt. Maximum% = Installed % _ GLASS'TYPE, OVRHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED ` ' "' �. �. 1 • c' UP TO 20% UP TO 30% UP TO 40% UP TO 50% 'lf`'" : Ginglu ' Doubla Single Doublu Sim,gla Double SinfllJ Double ' 1 fj D'- .76 2'• .87 /'- .78 3' - .87 2'• .78 4' • .87 . 3' .78 0'• ; 1'- .75 0'• .G1 2' .75 1'• .61 3' .75 2' .81 ' .76 0'• .57 1' .57 0'- .44 2' .57 1'- ;4 U' .39 1' .39 J'• .::� SHGC from the manufacturer or use defaults: Singly clear SHGC == .87, double cie,r SHGC = .78, and singlb tint SHGC = .75. ` l TABL blitJIMUM REQUIREMENTS FOR ALL PACKAGES J AFC 10 C UI EI tr S C ac • 606.1' To be caulked, asketvd weather-siripped or olhenvisa ser,led. Ezturlor Wlndowts-& Doors 606.1 Max. 0.3 clm/s .h. window a(ea; .5 clm/sq.lt. door area. `,Sotu ri To • Puttee 600.1 Solo Plaws and r:nelrations thiouc h top piaics of exterior walls must be soaleo. �:Iaeeussiid Lighting 606.1 Type IC rated with no peoutrations Iwo altorr,ativas allowed). •ivtriuf-sto • Houcus - 6LI6.1 Air barrier on perimutor of floor cavity between floors. ' -ant COG. Exhaust fans vontod to uncontlitloned space shall have dampers, except for combustion ._ devices with inter ral exhausl ductwork. Cpntbusllon, ,j 606.1 Combustion space and water healing systums must be provided with oulsido combustion air, excr: l for dir ct vent bonlifioces. ' yy 1tuJwiS 612.i Comply with efficiency requironlents 0 Taola'6.12. Switch or clearly marked circuit braajeor (electric) YWill r ,. , c b or i o, _, • ' :;. , 't 612.1 Spas & heated pools must hava covers (except solyr heated). Non-commercial pools must have a . ' '. yllfl!„tjhA'• •• Pools i pumplimey. Gass a 8 pool heaters must have minimum thermal efficient of 78%. Mot, tiler PI •es ' 612.1 Insulation is required for hot water circuladnr s slams includin hear recove units). ' Showy -ads •'" ' ` 612.1 Water flow must be restricted to no more than 2.5 allons per minute at 80 PSIG. HVAC,Quct All ducts, fittings, mechanical equipment a„d plenum chambers shau be mechanically attached, ba. sealed, Insulated and Installed In accordance with the criteria of Section 610.1, Ducts in attics must hCA(11i{tkctlun, , :• .;. • R•6. sulatlo & inslallatlon' ' -= • insutnted to a•minimum of accessible rr,anual or automatic ti,Jnnostat for each system. :.jYA�;Co)►irq(s '•� :' .r ' 607:1 Separate readily . 71. Q1tTaQE1GC•I1�� ...Con i�6%ius ivrj u 2; p0P((IONS 4y y1ssWAw"(x1 PWPM 1A�.!'l�41Nh V. fj ilun o(01>? 4>;ulation Try adds l to caClt car>ilorter a and dkt etfx; ency levels a d10 dye pniuu tti inswlldu. Au R values and ell uertpes iuuUad must meet a aucw�t Iha rIt rt ntum raluds lined. P42 wing at*d Iv renovatal lruy I, It'll DL">rk }y rlO tlwPucenuge of new glass w condib lvd tkar arw YI lI w aJdiaon as k ilrms Total eta areas of all glass , §xlows, sfiJutg glass doss and gws doe pa tci1. WuCle odd area d awl. ntxryefli !rut �YiduS WWI .yt(hGrl yjass it e>vsl nq o,dcvitx watts 4 key rerruved a 6fd(Aed by N adJiliA an amount equal to u,e tutal area at leis ga;s mty lx sublraC4ld horn dte w411 Blass 0ividd dRt ddlu;wd r>{�i0cne�I�paafV39fQ�a�dliao Mulliplybylr)4WgellhaperccKttFulddialarIasi 0asspwa�ntuydwtkxwtkhyoacakulaiwWcuntagefalls onTailla6C•2.Prtscriptivbsaregirdnby(herriwo)glass Joy) pajui rvith a solar hear gain eoepiaall (StiGC). For a given glass typo and overhary, dk rtutimum War Beal gain twotljaern allamul is speciGdd Aca,al gtasa w rpow and da„s rldg>drealsta0afinrhoa�Gtiandonahave loMVI,niu)ariagyp( tn9anisolarliealgailcodlliadnira;0erroItsanTaola6G2.ldlnang�assInIrtaadtoa)rr>Ks(maalIrprc,�iymnatl lass CG�tlac a G71C , you U1dCah7d..Ttk3 ovtxr,ang (Ct1) J o W W IS mo;,swWpw A; 4ub kQrn aia lace or Pt' lltass to a point dira-tJ)'txW ore otAdn net dtiad U the Orerhav- :r 1@d.. ,Pa! J.. u!wyw,o.w t rtpedyWr qt tz�Wlow•ingrdyuiremslts• MyglasslypearilsdarhealgainwOlcietltmayDousddforg�assardorrrf,Cl+arutxwanrlw+rtanoloaw iw stpdyq 8� clear a tbv rinwd.; :, , !>4kpin? WoM}ng• •GlasB erepi being rratov�Iut ywI dP not nitti+t IIIiS aiwria nxtsl W a Vwr siK jtrparo tuuad, Aouold pane as P?ro a �?Wh ytttep nrm system is insWueQ la sysrem utslau! r '•i teVuesWd on lie mp hall of page C,�,p n16, ' °nd farrovakwu ; TaWo 6C,3, and d�ix Flond4%4 cook--2alJILDtN it j_ .. FLORIDA ENERGY idCrlell-_IJCY CDbLi:'j-01i BUILDING COilSTRUCITION -HTRAL4 �Oril.,l 60OC-01 FiL:I;Idemial Limitizid Apph,:i%60rlS PrL-:xrip Live wwdlod C CL Inca ;,uuIII,,nJ;, timiovauims c. Oulluinq Syswjn4 UcIlLno col ti,u &;IL6 Fjovyy Elli . Oiy-C"-nk-j 61, uli I" rJJj,,j by Ujt: UjU UIFLIIII!i,V.-O I I-Y d"14f's sqj,t;d wet Ic.i, situ• it r;Uji.-jWxjA)o ILI 1;Ti%:ILRr.WW 1'4-! a :i. nooll tq lr;.!011 Lail (Y,b.M 1,0A 01 r_ Ve r r 41M) ADDRESS:' POUIITIFING Job frt4x ^i:!frd 01"INLR: =—T-T JUPISDICIICjN 110.: ADL. I ta6 f 0 EM.1 ING RESIOU ICES (V Squaic Ivel of lubtl ol VAlJi6U!,,I il v d). Pju:�,ijpy, v I.AAUS CC_2,Vij CC.3 2W; Uily JU Unu 01 Ilk 441'111, IV 10 IN) M,6',j tk.:Il Ij iwj O;z,1w $;Caw-ij CqwVjajl W1j:ilA-y 1,-juls IlList Lv ii&!:,A jj mkil viwilvilli 4 a itlww 1l "'I'Air U :iurvu Ulu aMMI a is buoj iiuulloj ill M'jal,:WO AM Uw 00—, 0 WISI;WD'Al. C... n aul V Q jg,AU" ALi g.,j 11 ; ULI,41 IL. /CIS. Oily site La wbs um dUILDM; SYS I EAIS COO vII-011 ccfll(,iWP feO.) SII!111 1:; 11 NLiOW illu Priol cl: 1. Iil:r:UwAiorl, Addil[1011, lquI,v Sytitein or Ivurw(ZICluI'JL:U 1-10iii,; Siik!jl,: fL.11lil7 JL:1aCIl,;d or rvillwilLilall lily AL:,C:hL:d 3. ji multiftmily—No. of ujjjj:j covered by t1lit; floor bfea (Sq. it.) 6. "rua irl(I lipu: Jill -I-, or solar scruori of glass 10 floor iir%:a G. 1-blo—c type ;,nd ilIZAII11IiOI_.: ZA., SI ' a)-oll-glude (R-value) ci. Mod, reAisud (R-v.duu) c. 1."ii`uLxl,-c,)n,.mon (F-11-value:) d. I.aisud (Fi-v"'Ilud) 0.. Concrete, CO(I111.1cill (H-VLJUU) Wood lrzinw (Insulation fi-valu%) b.' Adj'Acefil: Wood frame (Insulation A-VaIILJL-) Marriage; Wzlil:; of I"dullipla Ullils* (Ye:;/NC;'1- o. CiL iiioo tyRL; wid inz;uIcition: :;. Una& attic (Insulation R-valuu)-;.. L.. Sjwjl;: a"umuly (Insulation Fi-vzd6u) I'(. Cooling (Typo!;: contral, room unil, pacKZli)b iiinTlinal A.G -, OjIZ;, L)Xk;I1II1.), 1101`10) %;y:;wi,I-I,: (T%'pus: Iluill,pullip, duc. strip, 1161wri]il q:is. L.P. foom or PTAO, i7;,i511rlg, 110116) bad Kilow &.aper or singie pza;;Ka9L! L,. Ducts on riparriaoo wr.ils acic:qijaiely (Ye-INO) I Not vita sytitimn: t.iuc., riatuiaj ps; othir, uxisling, ilonu) .-:.rI;JIl3 lu Imillutiloluledhollicis Mill bite installed cofilf)WIV; Its. 2. % La. I',= BO. UO. q. Ud. ja-2 1-1 = �, I.J. tiu- Cl. 11. -I Ou. Fi= SEER&CH: 12. Tyl)C: i-iSi:JF/COF/AFUE: Loft—_-- EF: Uy 11 11� allculal'- I Il.;torr, C I I it "d thu pl-�I clix:,11(akt; cu"OuLl W' JAAS.Iltu wAll tile. !omw 6wrlly Cuue- 000lu CillAluctiull is 1.11,111,hou 0. i --:CorUjtnc,, Imin Section �',J UY C dill 11"It ri"wil oot V uodo. . ..... 11.vici;V t"aill; trial 11,15 LIUkIlliq 15 1 1 1 !I !IU I.. L H-11 L11111 Of t '10 4 . ........ .. 0-1 .ul 0ii io . ........... . ...... k- :qIw-I CA L.r. Oil P, Al Wll I 1ONS ItIll T A i' CAIN Uri TO COCH: f I I;.:UUICIEL) 4:CA'i PL7'.1-iCENTAGE ALI-all-.1ir. I I Lip -I C) Wt. U'. :J, - .if :e'- .7o 4' 'U/ u �;mGc �;iocjw cl..:d 61 1(�(' UoULAL: z .7b. 0( U�c u :.-AMILIM FlllrAT� I*0H ALLPACKAICE:. . J_. ✓ ;L I :a,! liu`i:.i:`' tlt:;l r c: Q, i -• - ____---- - - _ _ _-_ --ouj 01 Ltilkil .,:.Illy MUCA CIO MICA 4, I-f Tvr" IC twou wilrl Ilu all 7 I Aii .1w of lir't'.4 1 I1'iIy hours. IL;oi; vOi.twQ W 411411 lwv,: I:.cvljt lot ZVOILit.;411011 it) tit r. ;1dJ v_ittif llu"u,iU IiIUL;l LJO viiIII OUIWUL; Lusllu.Sfioll 'fsov.0 IJo)-cUJPJI1vIcl:1I Ilu- .41 u 1:!. rw: IOU it P- C�F I LAJA�Ll 11-11 I'll, fill,' uci;llol l ilow Illu-i bil 1`L;5I1WAZ!0 10 AU 11101"; U-si 2.ti li-Jos:L; I;-( ti);:411,: If ?,L; Pf IG. All IIIII(IQL. lnU 11C 11iC1a CQuiiJinlAll 11-IJ 111"lititil 010111 U01"; till;ji c,,) oi�coanicuily Cat".ciwzl, 6 IV. i,l:,Wllljd if) vliijl 1110 ;lIIL;Itu ul �L;ckicjo u iu. I. Oucw in itoict, fit,. I u lu it (flit 04,11till) ol 111,-:IIULJ Ui i4tAloll'"Lic thvillio"JI IU' cl,lcll %iy:;wIII- 411L'IWIA L"AA 1,.q In kll LJ1A ,rJjI . jai kitm pwi%;4. ;Si.a qLw ow vvii:;CI . IOU i;, 4m-;,iifq UgLj;U 644�l Lw?j I_w&j t,: o .a Z;J ()I IU;WW: jil 0 44" tj U,4 W 1W CA 111� 404S (1-411- 3I1LUii4CL-J Iflull J>; ULJ UIjz;:i (Jw. 4 pis 1C 4.�,( 64 If 41 j,;,rfi�;jj �I -J ilia kit ;:w 1.ry i:Jl P. r "I. cc,3, .....qp FLOHIOA C-PIERGY L-F1FICIU-I'k;Y GobE i-01:1 BUILOW4IG Corjf:TRUC;TIUN 011171 60OC-01 Rc:slduntijl Limited Applicittiullit; Pre!xriptive iviethod C CENTRAL L L�iiwll AUdlIiJn4, HCIIOV"IIU1tO G BUilLJ1119 LYi"1114 PC. IM:,IUaAUvJ Wiwi. _AJ I] i�i WWI, -I r�Eit'ji,y UK! ast! of Fumum.-Ol U eI"Ia6J 6W 54u.0 a I ut!lili uoiadu 6 a 0..: Ram EnLiyj EMIL w6w meows arts vovid,-J fri -6 blN)ffi br me Of FATI [AG Ill I: r J31.11LUVB: � W n V_ - - ___ ____ 7, Fi E-5JECT NAmE: E: v-1e F-e_ _RWif-it", FIG UUMATIH- APA) ADDAESS: 0 1: 1: 1 C L-: 5 .=F 1_1= JURISDICDON NO.: fil e #- e, U4 41'rwvs 6�-- 1, t�; .2.i;W GC-3 4w UIVY ,.I. AU "I "4S TO EXIS IING RESIDE1 ICES (M Squwt IM U 10b 01 CUIJILL40,11 id)- F1 ki:;�`Puvu 1`1 wl"11' ' 0 LW ccf�p 144,11ig�iiL,,CylLNUI$likj5lL%.Ill�IiAjyolulLlitjilln�jilil3 4 aj.sl,:„&: aojk;j 3p" otill CIA KLIM)OU 5p". II U51 fl s ul Uw P Lti.IIWJ 11 1w vo "Ili IiULIQI Al WV145. CL%I 411t; Ull ..Aacm CK I V1 1. ri rovation, AddldOfl, HL:W SV%,IUfI'1 or lllLirwf�.Ctu"L-d 11101110 2. Slwlc: tumily d,;Iachud or h1ultilairtily auachcd :1. I-411LAtitTimily—Nu. of units covered by Ili:, stibilliLisi011 ,onUillorled 110cjr Lircil, (sq. pi.,;joillirijifit vuvu ovurwing wid IyPC.: Glow, qlaz;ti- .b. 'rot, lill,l) ol'solar st.;r6un of to door isrc:a G. Floar iypi.: Lnd it`ISUIa6011: SILiU-GII-Ofi10': (R_VL11Ue) D. Wood, raiz;ed (R-v.,luo) c. V-luoci, c-L-Winion (A-valu,:) d.' ancrale, iai.lucl (Il-vall-13) -nmon (R-ViAIL: U. Concrale, coi D. Wall type and inziulation: .1. Ex I a I ;, U r: 'I. Ma: o,,ry 2. Wood iram; (insulation R-wAluu) 0. AJjacOnt: 1, fvj;ASr_,rjj1j 2. Wood lrwno (intiul:ii-ioll R-vLiluc:) c. tvini-rizigia Wall; W Mullifild Unils' I ii. CJ1h1,.j type Linu insulation: a. undca attic (insulation R-vzilu(;):. ' b. Sillglu a,_-t;unwly (Insulation R- V.: 106C.-) C000119 :;yz;lwlll, ('rypuL;: contras, mom unit, hat a,gil ton-ninul A C., (16jil.pulilp, (!It;c. ttnp, iiatural I.R. U;4z;, h.ri., room or PTAC, L-xitilirig, nonv) Air L)i!jt(ibULiO1I SYZ;IQIII*: a. Ba6kilow damper or Singh pacKbgi: !;Y' Wl "IS' ('(0i;/P4G) b. Ducts on r(wriaga walls adr;qtjaiely Ili;( wnaz;r System. uric,, natural gas, oil ijr, uxitili"19, IlOft) 2. Sq. it. SLI. It. 0.0 b C. ad. bo. :;q. ub- I 11= txj. if. .rib-:? 11= 9C 10 a. I t= _30. I Ob. R:-. SEER&EFI: 12. Type: IjSI;,FXOP/AFLJE-. 13 a. 'I 14. Type:: C-F: II(' ------------------------ ()I,S CU-4t;ruj 1)�- Ili., CUI%;tAL1111-NIClN of PIZI16 1111IJ spcilicz,11IIIIS covolUd ti(Ai i:; CawiIMW. flliu 01,11111100 hill 1�1: I t Ili- I in f"Ils, '11W fjI1t(;IIICJi1jill fill! �IJIILIJ EIIINUY GQUU- tk"O"a cullimuoll 11;pcjojj jf L;vIIIpjjjjrIcu in accortlimce 6wvIln SC vion M.1-0�1, F.S. LA UA 1 4 01-il tills buildoly In cc!rplianc; I i,UILL;CIJC Ol'I'ILIIXL: min lil" i-luild'i r Y C"Od "Wleg w o" f- vo.: J, 11Z11' Ul:;! :jl l-�Tl if C.%.w 2, 7 A Oil L L7 .7w Y it ill !1 fit Iol..Ill. ',,!,1 1:,; $,A It AlN C:O2-O:ICIO'll VXUUIH-_D -flCE: !"ACE L;17, ','C) u 4 u e ij �. ..,+,..:.i:W111li!� ._ 1`C::: G: M�4,iiL:..1 I i ,^ ta.t111.,�fi f i`L',.� _.-.:1111, e-...-'..,''�`•:...c�':.._'lu)1::1 •.,�......;i l.�..._.�.___�_ -_ _•._. ..._. _--_..'M f•+ ch;(jr 1 I,io:t .3 Chit IIJULt tic-( :X'"d Ili.:.:Doll ji. V 3f,c) f;j�,,nr ilLIi.,!d CII'Milk UWal-a' (L 1�k 6i lt (i. U" L bitt-'I 11"", 4� Iw,4WLj l0lit'r. Gxuirf .......... Wli!��Ic A 80 G. fit 111votill: ut: '11,;c1lanically _kK.cj":o, liA,:*j iold will) 111t, :�;iiLaiiA 01 z;L;cticol i; IQ. 1. o6ul:, III zttli,; I U. Io i 1;, 61 - i'T L41 JUWfjC'.. j4fk)j� 91 .0t. w1o) 44 '41,144 x ;" j.jm;h.;(Q WAJO J1 LWN L1WULPWk' jjAL;; t4v,jov zo��: GJ 4;1 /if lkN L Vol. TiHOMAS SIR: 8 0 1.5'�cLS' Al QfTIQN 25.0 75 r m B.J' Variance �— 15 - 15.0 25' SE.T p zi 7.0 _ \ 7.5 r - OPE-R TY LINE -CHAIN LINK FENCE 34.9 CONC. SHED 30.0 EEG -AL: LOT 92 PB-; 13, PG. 93 75' - OF ACADEMY WA0j�-. URIT 1�LP '- W. "uw� g 3o-51 CIO ' 0920 DATE: 12f 5/a3 pdOO 4 p�Q�nl � Lot Size: 75'xl00Sc pN R = FaU�d? • XMIE-6VERI 7 = 0' 1655 B013 T40MAS CIR. Permit No. State of Florida County of Seminole NOTICE OF COMMENCEMENT Tax Folio No. The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with P Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 0 W 1 s 2. �3? •,y 0 3. 0 •4 ro 0 G w 4. X c? 5. 0 r,- Ln 0 m °T 6. 0 0 U z u 7. r.� Z) 0 U W J g. c1 z t� s 9. c! u u Description of property: (legal description of the property and street address if available) r2./ AIIA,v o r Ct v, i / R t-A-T /6 s Qz R General description of improvement: A TTT-jr-, Owner information a. Name and address b. Interest in property C-) t 0 c. Name and address of fee simple titleholder (if other than Owner) Contractor a. Name and address b. Phone number S(o Surety a. Name and address b. Phone number _ c. Amount of bond Lender a. Name and address L`�-4re, _ 3 Z. i�-_ '- e, "� Ce /( Fax number '3zl - 343-6 yo ��\k\,, Fax number W b. Phone number Fax number Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number In addition to himself or herself, Owner designates 713.13(1)(b), Florida Statutes Fax number of to receive a copy of the Lienor's Notice as nrovided in Senhnn a. Phone number Fax number Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a da erent date is specified) Signatur f Owner u worn to (or affirmed) and subscribed before me this \\-o day of. , 20 Q\S , by Ly J uPersonally Known OR Produced IdentificationQl�_ u: Type of Identification Produced E \� -y\fin -�)\ "8, q9 --C) ,I) s 0 W Signature of Not ary tary Public, State of Flon Commission Expires: FLORENCE A. DE GRAVE ZX e�P0.Y•P�B�'c I = * MN COP+IMISSION # DD 164281' ' EXPIRES'. November 12, 200E. sr a�°P Bonded Thru Bude:1 Na�ary Services THIS INSTRUMENT PREPARED BY: NAME ADDR. �� S 19r.6 'S CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An owner of property making application for permit, supervising, and doing the work in connection with the construction, maintenance, repair. and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate construction costs of under $25,000 on such property for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale or lease, or offering for sale or lease, of more than one such structure by the owner -builder within I year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term `owner of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection_ an owner shall personally appear and sign the building permit application. State law requires electrical contracting to be done by licensed electrical 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 electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $25.000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within I year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. 1; vvy L. , do hereby state that I am qualified and capable of performing the r quested con truction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor" and will personally supervise all work allowed by law on the permitted structure. 7 7 u -���- wner/Builder nature Datc 44-da—" r^v>` I$� Print 0\vner/B rider Name •a t: T c. D G _Ti Z Signature of Notary —State of Florida Date m -.. U r V� n o -n M N G D Q m 9= 9Z M o Owner is Personally Kno\vn to Me or has; o M Produced ID , CITY OF SANFORD BUILDING DIVISION OWNER/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 I 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 $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within I year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. II is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordina es, building codes, and coning regulations. do hereby state that I am qualified and capable of performing the requested constr6ction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. ll wner/I3uild ignature Date T •c Print Owmer/Bu' der Name T `^ 1'r a M ! w n CZ7 AN AL ',e ai D Y Signature of Notary —State of Florida Date o m a o0 U1 IVrn �7 Z o N < ^o aam rn o Owner is Personally Known to Me or has Produced ID Z_L �/ Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 UGC d1X/)815 CFA. l.:5r1 :j:::}F is • f ::: {}: PROPERTY 'PRAISE L 0:::- S :2I�Qli^.IF L..:3;Y Jt-7G•F IT..�•.,5� : ':v:: 5y wu ' `$'• .:;fF'- _ ` 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 35-19-30-515-0000-0920 Tax District: S1-SANFORD Depreciated Bldg Value: $74,344 Owner: EVERETT ANTHONY R &Exemptions: 00- Depreciated EXFT Value: $0 RUTHA M HOMESTEAD Address: 165 BOB THOMAS CIR Land Value (Market): $11,500 Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $85,844 Property Address: 165 BOB THOMAS CIR SANFORD 32771 Assessed Value (SOH): $58,220 Subdivision Name: ACADEMY MANOR UNIT 01 Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $33,220 Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Tax Value(without SOH): $1,128 WARRANTY DEED 09/1986 01768 1753 $47,500 Improved 2004 Tax Bill Amount: $646 CERTIFICATE OF TITLE07/1985 01656 0619 $56,200 Improved Save Our Homes (SOH) Savings: $482 WARRANTY DEED 10/1979 01257 0917 $24,001 Improved 2004 Taxable Value: $31,524 WARRANTY DEED 01/1974 01012 0119 $100 Improved DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENT LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 92 ACADEMY MANOR UNIT 1 PB 13 LOT 0 0 1.000 11,500.00 $11,500 PG 93 BUILDING INFORMATION Bid Bid TExt Wall Year Base Gross Heated Bid Est. Cost Type Fixtures Num Bit SF SF SF Value New 1 SINGLE 1970 5 1,000 2,097 1,000 BRICK/WOOD $74,344 $88,769 FAMILY FRAMING Appendage / Sqft BASE SEMI FINISHED / 204 Appendage / Sgft OPEN PORCH FINISHED / 84 Appendage / Sgft UTILITY UNFINISHED / 99 Appendage / Sgft CARPORT FINISHED / 220 Appendage I Sgft UTILITY UNFINISHED / 168 Appendage / Sgft DETACHED GARAGE UNFINISHED / 322 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valore tax purposes. *** If you recently purchased a homesteaded property our next ear's property tax will be based on Just/Market value. .../re_web. seminole_county_title?parcel=3 5193051500000920&cpad=bob%20thomas&cpad_n6/ 16/2005