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Home My WebLink About810 Catalina Dr 17-350; WINDOWSCITY OF SANFORD BUILDING & FIRE PREVENTION PERM IT APPLICATION lication No: r/ __ 3.n oa mmented Construction Value: $ Job Address: ale) co+a I 1 11Gi b Y'. Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair VT Demo Change of Use Move Description of Work: r.-e imcdeA '*r4"C A d a1 -raz el SZe- ay - Plan Review Contact Person: th Sa r OL Title: Phone: 3(0S l Fax: Email: SO_r o. Property Owner Information Name 4164_ Sid Street:.331 1-RALz cA Cie. City, State Zip: _4s l'- 3 cn S Phone: 4 _ -" (P' 8q C1 3 Resident of property? : Contractor Information Name Z_)G`n( 6 'G1:zt-CS=e- Street: 9(.nl 0_!JIA('P.' City, State Zip: .n t.2, Qi, `2 Phone: 1401 ao1P 0105 U Fax: State License No.: 1 i 3 _ Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 most be secured for electrical work, plumbing, signs, wells, pools, 0furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building CodeRevised: June 30, 2015 Permit Application 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 requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in complian R applicable laws regulating construction and zoning. Signature o /Ag bete Print_Qmx r/Agent's Natye.. Signawri oPNotary-State of Florida Date SARA FARESE NOTARY PUBUC STA -` OF FLORIDA Cotanot VF00160 Owner/Agent is ei6i>W Me or Produced ID Type of ID 4-44 mia, Z G bI`1 tgneture of Confmc r/Ag bate Print Con or/Agent's Name Signature of Notary -State of Florida Date THERESA S. CouCHf .X-M; Commission S GG 041772 Expltus October25, 14'3• t%Mt1 TWUTmyFs*b ontrac or gem ly ICno o Me or Produced ID Type o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No JACA^ APPROVALS: ZONING:2 q-1'/ se+ UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: • l Revised: June 30, 2015 Permit Application I, Dantes Benitez Owner of #1 Stop Construction, give permission to Transparacon Inc to resolve any permitting issues/redtags associated with 810 Catalina Dr. Sanford FL 32771. Six windows were bought from Lowes in the amount of $819.76. The windows were replaced, size for size, for the above referenced address. Dantes Benitez transparacon inc transparacon inc Februaray 6, 2017 CONTRACT TO PERMIT WINDOWS RE: 810 Catalina Drive. Sanford, FL 32771 This is a contract between #1 One Stop Contracting Corp (Owner) and Transparacon Inc (Contractor) to oversee and install windows at the above referenced property. Owner will supply and install the windows. Contractor assumes no responsibility or warranty for the resulting work. This contract is for permitting services only. U Transparacon, Inc. 12 Dantes MniAz 46te: President 1 One Stop Contracting Corp. N RECORD COPY I` i v.... . . .,/`•:y r 4.1.../.t f. / rC I,h . •1 .,;1ai .- Jy,`ltirl i i REVIEWED FOR CODE COMPLIANCE 41 PLANS EXAMINER ' DATE SANFO__ RD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE; CANCEL. ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REOUIRING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE L• tl I LIt V\lD W60M 64AR:[\4 - 17-350 0 Vafidator / Operations Administrator) JELD•WEN Windows & Doors P.O. Box 1329 Klamath Falls, OR 97601 Attn: Jason Kantols AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAIWDMA/CSA 101/I.S.2/A440-08 R-PG504219x1956 (48x77).H COMPANY AND CODE CPO NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTEDDESCRIPTION BUILDERS VINYL TILT SH FRAME SASHJELD•WEN Windows & Doors 9785 PVC)(O/X)(OG)(INS GL) 1219 mm x 1956 mm 1168 mm x 973 mmCode: JW MODIF)(REINF)(TILT) 4 O„ x 8, S) 310„ x 3, 2) ASTM) This Certification will expire October 4, 2021 (extended from October 4, 2016 per AAMA 103.15) and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: National Certified Testing Laboratories Report No.: SJW2012.202 Date of Report: October 29, 2012 JGS/JTS ACP-04 (Rev.6/16) Evaluated for Certification: June 21, 2016 4te, A -at d Laboratories, Inc. Authorized for Certification: June 22, 2016 Amen n Architectural Manufacturers Association e MAX. 12' O.C. MAX. FROM THRu nN CORNERS MIDSPAN WINDOW WIDTH [48- MMI—LA 12' O.C. MAX. TNRu TNRu nN TYPICAL ELEVATION WITH FASTENER SPACING InsUbdon Notes: 1. Seal 8angelframe to substrate. 2. Use #8 PH or greater fastener though the nal fin with sufficient length to penetrate a minimum of 1 1/r into the wood framing. For 2X wood frame substrate (rMn. S.G. = 0.42). 3. Host sbvcWre (wood buck, masonry, steel) to be designed and anchored to properly transfer all bads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. Digitally signed by Hermes F. Norero, P.E. This sdnedule addresses only the fasteners required to anchor the Reason: I am approlvi.ng this document window to achieve the rated design pressure up to the size limitations Date: 2ota.09 i1 9314'"W' Wed. It is rat intended as a guide to the installation process and does i not address the sealing consideration that may arise in different wall •••••••• ` conditions. For the complete installation procedure. see the instructions : ° •' :O padw* with the window or go to www en.comlresoureesrmstalladon. DISCLAIMER: - O : T T This drawing and its contents are confidential and are not to be p '•. P reproduced or copied in whole or in part or used or disclosed to others 1 to. NO. % except as authorized by JELO-WEN Inc. aUN- NAIL FIN INSTALLATION ur VIM EMIMMEW t-- 2 2X WOOD FRAME MAJ, DISTANC7= MIN. DISTANCE FOR EWE: 3/4• FOR EDGE.. 3/r 2X WOOD yr MAx 3 FRAME SN[M SPACE 1/4• MAX SHIM SPACE FRAME SECTION (TV) I I 1 1/r MIN. VERTICAL SECTION EMBEDMENT Ism or.......a..r....,..w. JAMB SECTION (TYP) HORIZONTAL SECTION V4• MAX NM CPA W e"M MA%Fby. "bW 40.9 M SPACE W N DWANCE FOR EVE.3N• BUILDERS VINYL SINGLE HUNG 2x WOW FRAME Max Frame I DP RATIW IMPACT yrMIX EMBEOMEW 48 x 77 *50/-50 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Amida Building Code(FBC) and the industry requirement for the stated conditions. 2. All Glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or Composite shims where required. 5. Maximum saes are buck sizes and do not include An or flange. 07/ 17/2014 1 3737 Lakeport Blvd MAWN 9r: SCIuf. Klamath Falls, OR. 97601 D. VezO I NTS PMLDNM Phone: (541) 882-3451 Builders Vinyl rift Single Hung m r00 I9*" 1oF4 e MAX. MAl Dt5TANM FORE06E:air CCOORNNERS 3 III O.C. EMBEtwfM MAX. TMRU THRU JAMB t ur MAX 5{QM VAa FRAME SECTION (TYP) VERTICAL SECTION s y Z 1 ur MAX 5N" WAM Z urMM EMBEDMENT 3 TYPICAL ELEVATION WITH FASTENER SPACING MtN.otsTANCE FOR EDGE: We YI06PAN Y106PAN wurlww wltmr a MAx. Installation Notes: 1. Seal flangettrame to substrate. 2. Use #8 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1112' into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buds, masonry, steel) to be designed and andgred to property transfer all loads to the strudure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the %1 t t t 11 window to achieve Me rated design pressure up to the sae finribbons %1 — i noted. It is not intended as a guide to the installation Mom and does %% not address the sealing consideration that may arise in different wall condift ns. For the complete installation procedure, see the irnstructions packaged with tine window or go to - www.jell-wen.comlresouroesfnnstalladon. _ * DISCLAIMER: This drawing and its contents are Confidential and are not to be %440 reproduced or copied in whole or in part or used or disclosed to others _0l except as authorized by JELD-WEN Inc. eos is bra,.,, ass THROUGH FRAME INSTALLATION EMBEDMENT 1/4• MAX 3 s+IM SPACE MIN. CISTANCE Z FOR EDGE: 3/4• 1 JAMB SECTION (TYP) HORIZONTAL SECTION BUILDERS VINYL SINGLE HUNG Max Frame DP RATING IMPACT as x n •50i-50 No General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. AN glazing shall Confoml to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buds saes and do not include On or flange. JJ0:Ld39r1VV7M707/17/2014 3737 Lakeport Blvd oaAwn ,: : IUamath Fags, OR. 97601 D. VezO WTS Phone: (541) 882-3451 BY: 1 Builders vinyl Tilt Single Hung 4' MAX. I MASONRY INSTALLATIONFROMMAM1MOtSrANX r--r CORNERS J a e .. MIDSPAN III O.C. EwEOMEN MAX. TNRU TNRU JAMB r w- MOJ. EMBEDMENT yr Auz N 9ACE 3 1/4' MAX MM DISTANCE V SHIM SPACE FRAME SECTION TYP FOR EDGE: 2 yr Z n V RTICAL S CTION a: V MIDSPAN MASONRY BLOCK g 1 JAMB SECTION (TYP) HORIZONTAL SECTION t vrrAx SIQM PACE o ' E BUILDERS VINYL SINGLE HUNG WINDOW WIM (40MAX.)— II TYPICALELEVATIONWITHFASTENERSDACTNt± fl MD4DISTANCE + Max Frame DP RATING IMPACT 48 x 77 50/-50 NO Installation Notes: 1. Seal Nangelframe to substrate. 2. Use 3116' Tapoon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1 114* Into concrete or masonry at each bcation with a 2 UT min from edge distance. For concrete min. = 3000psi) or masonry (CMU shall conform to ASTM C90). 3. Host structure (wood buck, masonry, steep to be designed and anchored to property transfer all bads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fastener; required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wag • conditions. For the complete installation procedure, see the instructions packaged with the window or go to www jekf-wen.comlresoumesrmstabbw DISCLAIMER: This drawing and its contents are Confidential and are rot to be reproduced or copied in whole or in part or used or disclosed to others i 1 except as authorized by JELD-WEN Inc. See 1 11111111// JJ Q c A • FOR toot: I General Notes - I. The product shown herein is designed, tested and manufactured to comply with the wind bad criteria of the adopted Intemational Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shelf conform to ASTM E1300. 3. At minimum, glazing shag be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include in or flange. 07/ 17/2014 3737 Lakeport Blvd N Klamath Falls, OR. 97601 oRAYMWiSC#M D. VezO NTS Phone: (541) 882-3451 I. E EKaR. TITLE* Lr Builders Vinyl Tit Single Hung AMWOVEDBT: IfQj PBT0 kSJW2012- 202- F P Arrr N nE ANo wuna+ m REV: 00 SHEET 3a• r MAX. Mu+ otsrArdcE FROM OR E06E: uY f ---r CORNERS of dwu "reads j 3 post ftaos 1 t • O.C. MAX. TNRu s ga19C Tin St.d skid THRU JAMS 1 ur MAX SQM SPACE FRAME SECTION (TYP) VERTICAL SECTION x g t VI' MAR StttM SPACE is 9aye an Stw Skid 3 Mak.,ro.mnen Weeft MAX.) peostflan. mw TYPICAL ELEVATION WITH FASTENER SPACING FREVAAUr YIDSPAN Y106PAN WINDOW w10T11 18• MAX. Installation Notes: 1. Seal flangeftme to substrate. 2. For anchoring into metal framing, use q8 TEK Self Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as shown in elevations and installation details. Steel substrate min.18ga., ly a 33 ksi. 3. Host stricture (wood buck, masonry, steel) to be designed and anchored to properly transfer all bads to the structure. The host structure is the mspons iiity of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the 111 l l t 111windowtoachievetherateddesignpressureuptothesaelimitations %o , noted. It is not intended as a guide to Bre installation process and does %% not address the sealing consideration that may arise in different wall Q' • ••••• i:on Wons. For the Complete installation procedure, see the instructions packaged with the window or gob 7 www.jeld wen.comlresourcesrmsWWdon. DISCLAIMER: : & 7 r'Df?-- This T T drawing and its Contents are confidential and are not to be % reproduced or copied in whole or in part or used a disclosed to others teexceptasauthorizedbyJELD-WEN Inc, ate Mo r STEEL INSTALLATION le gouge min Stec Stud 1/4• MAX Mw. olsrANc1: 3 SHIM SPACE5°" FOR E06E:1/2• Min. smbedmuA of three tM•eodt ' 2 post from JAMB SECTION (TYP) HORIZONTAL, SECTION 6UILDERS VINYL SINGLE HUNG Max Frame DP RATING IMPACT 48 x 77 *50/-50 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with Uhe wind load criteria of the adopted international Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. Ali glazing shall conform to ASTM E1300. 3. At minimum, glazing shag be single strength annealed insulating glass. 4. Use structural or composite shuns where required. 5. Maximum saes are bulk sizes and do not induce fin or flange. i — 07/17/2014 3737 Lakeport BMd 0 down er: wux; N Klamath Fags, OR. 97601 D. Vezo WTS Phone: (S41) 882.3451 AIBOfEO er• urns J. Kantola Rudders Vinyl Tilt Single Hung use Validator / Operations Administrator) JELD-WEN Windows & Doors P.O. Box 1329 Klamath Falls, OR 97601 Attn: Jason Kantols AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAIWDMAICSA 101/1.S.2/A440-08 R-PG35=914x2134 (36x84)-H COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTEDDESCRIPTION BUILDERS VINYL TILT SH FRAME SASHJELD•WEN Windows & Doors 785 PVC)(O/X)(OG)(INS GL) 914 mm x 2134 mm 865 mm x 1065 mmCode: JW MODIF)(REINF)(TILT) 31O„ x 7, 0) 210 x 3, 6) ASTM) This Certification will expire December 20, 2019 (extended from December 20, 2016 per AAMA 10345) and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by. National Certified Testing Laboratories Report No.: SJW2010.179 Date of Report: January 17, 2011 JGS/ JTS ACP44 ( Rev.6/16) Evaluated for Certification: September 6, 2016 A IX 141 d Laboratories, Inc. Authorized for Certification: September 6, 2016 T Ameri Architectural Manufacturers Association h TY 74LL no HEVATCCR! WCTH fASIEFER 5 AC7N6 Notes: t. Seal flangefbame to substrate. 2. Use ff8 PH or greater fastener though the nab fin with sufficient length to penetrate a minimum of 1' into the wood Naming. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buds, masonry, steel) to be designed and anchored to properly trarWer all bads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.00mlresoun:esfmstallaUak. MUI EAVEWW WOOD FRAME AUX DISTANCE FOR E06E. W4* Vr MAX SHIM SPACE FRAME SECTION VERTICAL SECTION SHIM SPACE MD1 OtstAIYE fORE06E Lr 0t w000 FRAME Installation NAIL FIN INSTALLATION MIN, DISTANCE FOR Eb6E: 3Ar 2X W000 FRAME 3 2 r/1• MAX SHIM SPACE r Aum EMBEDMENT 1 JAMB SECTION (TYP) HORIZONTAL SECTION NOIE e.a bww ir A MAAo.... BUILDERS VINYL SINGLE HUNG Max Frame DP RATING IMPACT 36 x 84 +/-35 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind bad criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shop conform to ASTM E1300. 3. At minimum, glazing shay be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind bourne debris protection is mandated by local building code. 7. Maximum sizes are buds sizes and do not include tin or flange. MtOieCr mum DATE: 3250 Lakeport BlvdOS/13/13 WW" BY: scut JKDNM Klamath Falls, OR. 97601 D. Ve20 NT5 Phone: (sal) 882.3451 DECLAIMER: AFFROM OY= Builders Vinyl Tilt Single Hung r .s drawing and its contents are confidential and are not to be Nail Fin Installation (36" x 84") reproduced or copied in whole or in part or used or disclosed to others UUVO cypept as authorized by JELD-WEN Inc. Mpg y-r®• rSJW2010-179-f smtrsH 00 I I REQUIRED INSPECTION SEQUENCE BP# 11- 35o Address: R l o CW-ku j A 1-k— BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building Other ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final REVISED: June 2014