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HomeMy WebLinkAbout616 Celery AveW 1 CITY OF 4 Building & Fire Prevention Division SkNFORDPERMITAPPLICATION FIRE DEPARTMENT � oS Application No: �- Documented Construction Value: $�� Job Address: b b C ucc- g- 'I' 'c Historic Di5�� es❑No Parcel ID: 3'� ^ 1 31 '-5 �- ^ OO �� - ®� 3 `0 Residentialmmercial❑ Type of Work: New❑ Addition❑ Alteration❑ Repair©'I!emo❑ Change of Use❑ Move El Description of Work: R F PL- A-C-L_ Auc, S f 'ONS 0 OL 3 Plan Review Contact Person: Title: 2. Phone: Y'(-5 —k36—)-e77f Fax: Email: S �^,V A-r c,-- C-Ck,,, Property Owner Information Name A kA 1-} 4WI K 1-kvcs-'-b I JJ 4 Phone Street: I a -IS:1 "7 VIA- 0_0 O J C2 City, State Zip: �� (�A•.f �� �' L 3 a-�3 2 Resident of property? : AJ (---' Contractor Information Name Qunyiy, Street: .K)50 06ecbobe City, State Zip: r' (f Pl't (Ce . FL 13491-1 Name: Street: City, St, Zip: Bonding Company: Address: Phone: 771 - 26 I ._ 19 S0 Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: 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 must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`h Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application 1 f P/-,) l)u i ! � Sa -ma( 3S Ct.,.-" '-GC\ 7,7 re 3 �; "1 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 1CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. - a9 �1-z Si ture of Owner/Agent Date SA-1 s Print Owner/ gent's Name Sign re o otary-State o Flo da Date 7�64MXAr A t16& Signature of Contractor/Agent Date Pri4Coactor/Agent's NSig-Sta of Florida Da Owner/Agent is V'Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID 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: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Flood Zone: # of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: -GF C.-" - Revised: January 1, 2018 Permit Application Revision ❑ Response to Comments' Permit Project Address: C2J Contact: Ph: Email: Trades encompassed in revision: ❑ Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building R JUN 7 o4, J City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date t) 6• r% f 19 Fax: General description of revision: ROUTING INFORMATION Approvals `,All%.%$3 Building & Fire Prevention Division PLAN REVIEW COMMENTS Application Number: 18-2233 Date: 05/23/2018 Project Description: Window/Door Contact Name: Sye Samie Job Address: 616 Celery Ave Contact Email: syesamie(&2mail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. Two (2) copies of installation instructions that correspond with the specific Florida Product Approval are required to be submitted for review. FBC 107 2. Two (2) copies of an exterior wall floor plan is required to be submitted for review. The floor plan can be hand drawn but must show the location and size of the windows & doors that will be replaced. FBC 107 **No Review Conducted** Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official -I- SEMINOLE COUNTY MULTI%UR1SDICTIONAL Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 5-11-18 I hereby name and appoint: Nlkaya Najalr an agent of: SUnise City CHDO (Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 All permits and applications submitted by this contractor. Or ❑ The specific permit and application for work located at: (Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Roderick Waller State License Number: Signature of License He rr1r.11 S1 14 STATE OF FLORIDA COUNTY OFi(1'1 The foregoing in trument was acknowledged before me this to day of ' ' \a__� , 20 kg , by Cf%C t e)�, )AL6 who is ersonally known to me or ❑ who s produced and o did (did no ake ath. Si nature of Notary SOPHIA HARRIS r= MY COMMISSION # FF997093 EXPIRE'S,May 30, 2020 ( 7) 39001.53 FloridallotarySemce.com as identification Pri to or type Notary name Notary Public- State of LOe i da Commission No. F }-qQ '?0 q 3 My Commission Expires:Oa 1111111 fl i l l 11111 11111111111111111111 THIS INSTRUMENT PREPARED BY: of -A J. I L2216 Name: Kc•_�-0, a CC. F RV � ; .. 21_118i i54v J•J j Address: 3SSi, o - . ;_ (`la(' , , �{Yk 1�Icif CC �� z1 t.• • C NOTICE OF 0MMENCEMENT 1?� AO 33 Permit Number: Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTIO! OF PROPERTY: (Legal description of the pr�ps if erty and street addresvailable) 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION OR LESSEE'INFORMATION IF THE LESSEE CONTRACTED FORTHEIMPROVEMENT: Name and address: S►�i� � � I K (�J<I ( �J Af •i-zy J E-STM IE`J-Q t-C- V Interest in property: 0� E2 f 0-7 v-1 Ckk(-Tn C 2f C)A-L-8,42) ;z, ram'C 3 a40-3 ,L— Fee Simple Title Holder (if other than owner listed above) 4. CONTRACTOR: Name: �C�►/.fC'C \CAIi- V\!GN\\CW Address: 356L ny- cF cA� )26A 1� cr 5. SURETY (If applicable, a copy of the payment bond is attached): Nat 6. LENDER: Address: Phone Number: -7 -7 Z - 2 nl 56 e, yi`-1 ?q Gy 7 Phone Number: Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Phone Number: 8. In addition, Owner designates to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. (Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager) State of 1f i8 l(t C, County of C JC -m t n C3' l t� SAM r (Print Name and Provide Signatory's Title/Office) The foregoing Instrument was acknowledged before me this ` day of by Who is personally known to me V05R c Name of person making statement who has produced Identification ❑ type of Identification produced: ;Y"-I' SOPHIA HARRIS • � otary si 'ature ,camz- MY COMMISSION # FF997093�� c 'yea • • d�f EXPIRES May 30, 2020 (407') 398.0153 FlondallotaryService.com J 616 C..�F-LCA� S Avj-p-� AD ,--( �.. RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER R _ C. DATE SANFORD BUILDING DIVISION (L, A PERMIT ISSUED SHALL BE CONSTRUED TO BE A �J 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 REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE r L"J 3 (o "D,j�)o--3 x \-(eH SANFORD #1 g-2233 wR C31aaa.i 7�x3J- A�L-3 s S3 � X 3e t-} � tr3 Do,,� `� q "x 63 H s/ Florida Building Code Online 5/25/18, 11:21 AM rA BCIS Home Log In User Registration Hot Topics ! Submit Surcharge Stats & Facts Publications i FBC Staff BCIS Site Map Links Searchdb !, @Product Approval,;USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14039-R3 £ Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 (614) 532-3596 luanne.harris@plygem.com Luanne Harris luanne.harris@plygem.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 Year 2005 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCBylJtp N288FOssiCSlxkVSw%2fyi5B3MsQ7fQHg%3d%3d Page 1 of V Florida Building Code Online 5/25/18, 11:21 AM Documentation from approved Evaluation or Validation Entity Yes No N/A FL14039_R3_COC_SA 140 39. pdf Product Approval Method Method 1 Option A Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval Date Approved 10/22/2017 14039.1 Approved for use in HV Summaryof Products jFL# 1 Limits of Use Model, Number or Name [ Description [ .. . ............... - . ..... -.... ..................................................................................... Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: i. w. M ® El Credit Card 7,4 Cu ri"I.�°LETIiICS- I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pa ram =wGEVXQwtDgtGLR%2byCBy1JtpN288FOssICSIxkVSw%2fyi5B3MsQ7fQHg%3d%3d Page 2 of 2 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF i1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) k8 WOOD SCREW, 10D COMMON NAIL OR 11 GAUGE ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) 410 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) AS TESTED GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • AAMA/WDMA/CSA 101/I.S.2/A440-OS 2. ADEQUACY OF THE EXISTING STRUCTURAL 2X STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. WINDOW FRAME MATERIAL: ALUMINUM 6063-T5 6. GLASS MEETS THE REQUIREMENTS OF ASTM EI3DO GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS. Z DESIGNATIONS "X"AND "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL & INSTALLATION NOTES 2 - ELEVATIONS& ANCHOR LAYOUTS 3 - 4712FL VERTICAL & HORIZONTAL SECTION5 4 - 4712F VERTICAL & HORIZONTAL SECTIONS 5 - 4812F VERTICAL & HORIZONTAL SECTIONS PRODUCT OVERALL SIZE DP RATING (PSF) MISSILE IMPACT RATING WIDTH HEIGHT 4712FL M., 83.93" +50/-70 NOT RATED 4712FL 53" 72" +50/-60 NOT RATED 4712F 53" 72" +50/-60 NOT RATED 4712F 48" 83.93" 1 +50/-60 NOT RATED 4812F 48" 84" +50/-60 NOT RATED 4812E 48" 96" +30/-30 NOTRATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date:2015.04.10 10:47:11-04'00' �° PLy GE�n ih11 PJ DEWS 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 m V # v e Z.p p � n h ZZ V J Q p m � P ap Q C LY V LL a<v J 0 Z w e Z �p < i lL n Ca Wp a M w N p � 0 '030 OF 5 UNIT MAX. WIDTH 53.00" D.L.O MAX. WIDTH 49.44" 3 4 9 UNIT MAX. HEIGHT 72.00" H A E 3 4 SASH MAX. WIDTH 51.25" ELEVATION UNIT MAX. WIDTH 48.00" D.L.O MAX. WIDTH 44.31" J 5 3 4 Ko'V D D.L.O. MAX. 5 3 HEIGHT 33.25" UNIT MAX. HEIGHT 96.00" SASH MAX. HEIGHT 36.31" SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE � ' , ANCHOR LAYOUT SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE D.L.O. MAX. HEIGHT 0 11 45.56" SASH MA: HEIGHT 35.88" H "X" 4 3 4 5 SASH MAX. WIDTH 46.25" ELEVATION EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE INSTALLATION QTY PER SUBSTRATE EMBEDMENT DISTANCE O.L. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) #8 WOOD ANCHOR FIN 1 WOOD 1.5 0.75 12 12 9 4 lOD COMMON OR it FIN 1 WOOD 1.5 0.75 12 12 9 4 GAUGE ROOFING NAIL #10 WOOD ANCHOR FLANGE 1 WOOD 1.5 0.75 20 20 4 ° PLy GEM WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 VI m M M F p C.i#vQQ H j Z3 M n N O vo m a v Z U = x N d m W n i z z m Z Q m �0 w n<z° j W m W Q a H W 4] M S d a 0 p j;'rID �m,nZ 'Z VS ¢C63 Zp � DWG #: PGW030 SHEET: 2 OF 5 #10 WOOD SCREW INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS STRUCTURAL GRADE— O.A. SILICONE BY OTHERS WINDOW HEIGHT — + EXTERIOR O.A. WINDOW HEIGHT 3/4" MIN. EDGE DISTANCE 1 112" MIN EMBEDMENT 1/4" MAX. SHIM SPACE I T � 1 I SEE GLAZING DETAILI INTERIOR g VERTICAL SECTION 3 HEAD - 2X WOOD BUCK 4712 FLANGE SEE GLAZING EXTERIOR DETAIL STRUCTURAL GRADE - SILICONE BY OTHERS EXTERIOR FINISH - BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS flIvIs q VERTICAL SECTION 3 SILL - 2X WOOD BUCK 4712 FLANGE 1/4" MAX. SHIM SPACE INTERIOR 1 112" MIN. EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS #10 WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE k SEE GLAZING DETAILI EXTERIOR FINISH EXTERIOR BY OTHERS STRUCTURAL GRADE O.A. SILICONE BY OTHERS f WINDOW WIDTH C HORIZONTAL SECTION 3 JAMB - 2X WOOD BUCK 4712 FLANGE 1/4" MAX. 1 MIN. SHIM SPACE EMBEDMENT DMENT 2X WOOD BUCK BY OTHERS INTERIOR #10 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING � DETAIL 3/4" MIN. EDGE DISTANCE SHEATHING' BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS STRUCTURAL GRADE SILICONE BY OTHERS O.A' WINDOW �- WIDTH HORIZONTAL SECTION 3 JAMB - 2X WOOD FRAME 4712 FLANGE PLY�GEIbI 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 za M m v # o N w o <' H Q O a m ,- v O Z a m a W U N a V= a o I io u m v vwiLU Z w <o �<Z ° � o ¢ > emw0 LU a I a a Z H d v L.0 w 93 Q o ICo z �J�v1=a H I nz 3 OF 5 CAULK BETWEEN CONCRETE/ MASONRY d 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT j SEE GLAZING DETAIL EXTERIOR i O.A. WINDOW HEIGHT ✓, 11/2" MIN. EMBEDMENT 101) COMMON NAIL OR 11 GAUGE ROOFING NAIL .. INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR F VERTICAL SECTION (� HEAD - 2X WOOD BUCK 4712 FIN SEE GLAZING DETAIL 1 EXTERIOR PERIMETER CAULK - BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY d 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS INTERIOR 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE •d e 11/2"'MIN. EMBEDMENT E VERTICAL SECTION 4 SILL- 2X WOOD BUCK 4712 FIN 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS #8 WOOD SCREW INSTALLATION ANCHOR #8 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE 1 1/2" MIN. / EMBEDMENT SHEATHING' BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW WIDTH G HORIZONTAL SECTION (� JAMB-2XWOOD FRAME 4712 FIN H VERTICAL SECTION 4 MEETING RAIL INTERIOR SEE GLAZING DETAILI EXTERIOR PLy}GEM INIDONS 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 Z a V# a 4 ONw H O� n a m n 0 lb = Z V) O = a N Lx ow¢LL m Z v vwi Z w ~ a o ¢ Z In w mwa a H w > Ix d n w N Q o >:'ir1 mll%� w F m n m Z <� 3In : _= vZ Q o V V DWG #: PGW030 SHEET: 4 OF 5 CAULK BETWEEN CONCRETE/ MASONRY & 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT t 1 O.A. WINDOW HEIGHT 1 112" MIN. EMBEDMENT #8 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS IOD COMMON NAIL OR it / GAUGE ROOFING NAIL INSTALLATION ANCHOR 1 1/2" MIN. \ EMBEDMENT SHEATHING' BY OTHERS SEE GLAZING 3/4" O.A. INSULATED EXTERIOR FINISH DETAIL GLA55 BY OTHERS EXTERIOR INTERIOR PERIMETER CAULK PY OTHERS DOW 1199 SILICONE \ 1 � VERTICAL SECTION 5 HEAD - 2X WOOD BUCK 4812 FIN 1/2" MIN. GLASS BITE GLAZING DETAIL 1 NOTE: SEE GLAZING GLASS THICKNESS AND TYPE SHALL COMPLY DETAIL 1 WITH ASTM E 1300 GLASS CHART U REQUIREMENTS EXTERIOR INTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN 1 1/2" MIN. CONCRETE/ MASONRY & 2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/MASONRY VERTICAL SECTION BY OTHERS C - - - J SILL-2X WOOD BUCK 4812 FIN 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE #8 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL EXTERIOR O.A. WINDOW WIDTH HORIZONTAL SECTION 5 JAMB-2X WOOD FRAME 4812 FIN 3/4" MIN. EDGE DISTANCE CAULK BETWEEN INTERIOR 1/4" MAX. CONCRETE/ MASONRY & 2X SHIM SPACE WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS ALL SCREW INSTALLATION ANCHOR SEE GLAZING DETAILI EXTERIOR 1 112" MIN. EMBEDMENT EXTERIOR FINISH BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH HORIZONTAL SECTION 5 JAMB - 2X WOOD BUCK 4812 FIN hPLYGEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 J m o Q Z . V Nw Nog a `n =Z amp T Z J V = ex Q V X T n w C N Z �OFa� w 2 i<i in V F a i� ac aM x Q a 0 o �;•irJ III„ '" Cd V) m Z V1 < � 3 _ = u Z �o o v DWG #: PGW030 SHEET: 5 OF 5 Florida, Builaing Code Online r i 5/10/18, 1:21 PM BCIS Home € Log In User Registration Hot Topics ! Submit Surcharge Stats & Facts j Publications j FBC Staff BCIS Site Map Links Search a _ 61;Product Approval USER: Public User dbpr s.-._..... Product Approval Menu > Product or Application Search > Application List > Application Detail 1 FL # FL25951-RO Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Jason Kantola fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard ASTM E1886 ASTM E1996 ASTM E283 ASTM E330 Year 2013 2014 2004 2014 Approved Certification Agency FL25951_RO_Equiv_Equiv_WDMA E1886 JELD-WEN 5 6 2016,Udf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvWkDOhxVvRO9d%2fchSMojxcgSodgQsmiNH3W4t54MnyWw%3d%3d Page 1 of 3 Florida Building Code Online 5/10/18, 1:21 PM Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option A 01/25/2018 02/21/2018 02/23/2018 04/10/2018 FL # Model, Number or Name Description 25951.1 Aurora Custom Fiberglass Single (X) Glazed Transom, 4'-0" x 8'-0", Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL25951_RO_C_CAC_NI013947.02.�df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/31/2022 Design Pressure: +50/-65 Installation Instructions Other: FL25951_RQ_II_Aurora Direct Set Inswing Impact Transom As Tested Instal l_1-8-18.�df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 25951.2 Aurora Custom Fiberglass Single (X) Glazed Transom, 4'-0" x 8'-0", Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL25951_RO_C_CAC _NI013947.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2021 Design Pressure: +65/-70 Installation Instructions Other: FL25951_RO_II_Aurora Direct Set Outswing Impact Transom As Tested Install _1-8-18.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 25951.3 _.... .... ..-.._..— -_.._ ......... Aurora Custom Fiberglass _ ...... ... .. . _ ... _..._...-...... _.......... ...... ...__.......... Single (X) Glazed Door, 3'-0" x 10'-0", Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL25951_RO_C_CAC _NI013877.OS.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +50/-65 10/31/2025 Installation Instructions Other: [ FL25951_RO_II_Aurora Fiberglass Full Lite Fixed Panel ' Inswing Impact As Tested Install.pdf E Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 25951.4 Aurora Custom Fiberglass Single (X) Glazed Door, 3'-0" x 10'-0", Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL25951_RO_C_CAC_NIO13877.06.idf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +50/-65 Other: I 10/31/2025 Installation Instructions FL25951_RO_II_Aurora Fiberglass Full Lite Fixed Panel Outswing Impact As Tested Install.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvWkDOhxVvRO9d%2fchSMojxcgSodgQsmiNH3W4t54MnyWw%3d%3d Page 2 of 3 Florida Building Code Online I I 25951.5 Aurora Custom Fiberglass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-65 Other: 25951.6 1 Aurora Custom Fiberglass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-65 Other: 5/10/18, 1:21 PM Evaluation Reports Created by Independent Third Party: Single (X) Glazed Sidelite, 2'-0" x 10'-0", Inswing Certification Agency Certificate FL25951_RO_C_CAC _NIO13907.02.pdf Quality Assurance Contract Expiration Date 10/31/2021 Installation Instructions FL25951_RO_II_Aurora Fiberglass InSwing 24 Sidelite Impact As Tested Install_1-8-18.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Single (X) Glazed Sidelite, 2'-0" x 10'-0", Outswing Certification Agency Certificate FL25951_RO_C_CAC _NIO13907.03.Ddf Quality Assurance Contract Expiration Date 10/31/2021 Installation Instructions FL25951_RO_II_Aurora Fiberglass OutSwing 24 Sidelite Impact As Tested Ir)stall_L8_,18,Of Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: MEM Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CODyrioht 2007-2013 State of Florida.:: Privar y Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: EH ,p. ("r€ L1R[E1 RICE ; , https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvWkDOhxVvRO9d%2fchSMojxcgSodgQsMINH3W4t54MnyWw%3d%3d Page 3 of 3 4" MAX. FROM MIDSPAN CORNERS -+ H � � r H r r DLO DIMENSIONS: r 28 11/16" x 68 3/4" 16" O.C. MAX. TYP THRU FRAME 4" MAX. FROM CORNERS 12 4.7 Installed Fastener Schedule: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater fasteners through frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Install corrosion resistant 248 X 2" screws through each strike plate into rough opening. 4. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. �r MIN. ED" INX SPACE THROUGH FRAME INSTALLATION FRAME JAMB SECTION ('TYP) HORIZONTAL SECTION 2X WOOD hM USTANCE FRDM EDGE: 3/1 2X WOOD UK DSTANCE FROM EDGE: 3/4- MAX SPACE FRAME JAMB SECTION CM) HORIZONTAL SECTION 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) excluding HVHZ and the industry standard requirement for the stated conditions. 2. Buck, framing and masonry by others and is responsibility of architect or engineer of record. 3. All glazing shall conform to ASTM E1300. 4. At minimum, glazing shall be 4.7mm tempered-12.7mm airspace - 3.1 mm annealed - 2.2mm PVB Interlayer by Dupont - 3.1 mm annealed insulating glass. 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 the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the door or go to www.jeld-wen.com. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. 'AS TESTED' PROJECT ENGINEER: -- DATE: 01/08/2018 SCALE: NTS 3J3J LakepOFt Blvd JELDrWENKlamath Falls, OR. 97601 Phone: (800) 535-3936 DRAWN BY: A. MCMILLAN CHECKED BY: D. VEZO TITLE: Aurora Inswing Fixed Panel Door Impact ADRVE BY P14 PARTI76L IDENTIFIER No. H5873.08 PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET 1 OF 1 REQUIRED INSPECTION SEQUENCE RP9. i RA_ ? ,7_�-A-,> RUM Min IIDescn i Lion. 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 Roof Final Stucco / Siding Insulation Final Final Utility Building Final lea) _ Final Window - Final Screen.Room Final, Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) Mn Max. )InUection Description Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max lus2ection ➢Desch iiDtion Plumbing a Plumbing Sewer Plumbing Tub Set Plumbing Final l01�i Nun Malt Ins ectionn I(DescrC ton Mechanical Rough Mechanical Final. min Max rms ectionT Descri Lion J Gas Underground Gas Rough Gas Final REVISED: June 2014 City of Sanford Building and Fire Prevention RESIDENTIAL RE -ROOF INSPECTION AFFIDAVIT NAILING, SHEATHING, DRY -IN, FLASHING, AND A, ACOVERINGS FINAL ROOF COVERIN S PERMIT #: � — a- 2-3LC-E 3 3 ADDRESS: v / 6 LC-4 -f C I RO A p IZ 1 c k W N kk m , AS A(N) GENERAL, BUILDING, RESIDENTIAL, OR ROOFING CONTRACTOR, ENGINEER, ARCHITECT, OF F.S. CHAPTER 468 BUILDING INSPECTOR, I HEREBY AFFIRM, "THAT ALL OF THE FOREGOING INFORMATION IS TRUE AND ACCURATE AND THAT ALL ROOFING COMPONENTS LISTED ON THE SCOPE OF WORK AT THE ABOVE REFERENCED ADDRESS HAVE BEEN INSTALLED IN ACCORDANCE WITHTHEIR PRODUCT APPROVALS AND ALL APPLICABLE CODE REQUIREMENTS - SPECIFICALLY FLORIDA BUILDING CODE, EXISTING BUILDING. IN ADDITION I CERTIFY THE INSTALLATION MEETS ALL REQUIREMENTS FOR SECONDARY WATER BARRIER AND NAILING OF THE ROOF DECK, IN ACCORDANCE WITH THE HURRICANE RETROFIT MANUAL REQUIREMENTS (BASED ON F.S. CHAPTER 553.844). LICENSE #: C CC. 1 3 Z+ Q� Q �1��/� COMPANY/CONTRACTOR: "hL BLSa C,,L� V. J.tie_ CONTRACTOR SIGNATURIr111flinkM L 114i11.020e DATE: (MUST BE SIGNED BY LICENSE HOLDER OR OWNER/BUILDER) A FINAL, ROOF INSPECTION IS REQUIRED: THIS SIGNED AND NOTARIZED AFFIDAVIT MUST BE PROVIDED AT THE JOB SITE AT THE TIME OF THE FINAL ROOF INSPECTION, ALONG WITH DIGITAL PHOTOGRAPHS OF EACH PLANE OF THE ROOF SHOWING IN DETAIL ALL COMPONENTS (DECKING, UNDERLAYMENT, FLASHING, DRIP EDGE ATTACHMENT) WITH THE PERMIT NUMBER OR ADDRESS CLEARLY MARKED ON THE DECK FOR EACH INSPECTION. THE PHOTOGRAPHS MUST INCLUDE A RULER OR MEASURING DEVICE TO CONFIRM ALL NAIL SPACING AND OVERLAPS, INCLUDING DRIP EDGE AND VALLEY FLASHING. PLEASE REFER TO THE RE -ROOF POLICY AND INSPECTION PROCEDURE PAPERWORK FOR FURTHER EXPLANATION OF ALL REQUIREMENTS. **FAILURE TO FOLLOW ALL REQUIREMENTS WILL RESULT IN A FAILED INSPECTION, A RE -INSPECTION FEE AS WELL AS REQUIRING A DESIGN PROFESSIONAL (ARCHITECT OR ENGINEER) TO CERTIFY, BASED ON PERSONAL INSPECTION, THE INSTALLATION OF ALL ROOFING COMPONENTS. STATE OF FLORIDA COUNTY OF Sworn to and Subscribed before me this i C _ day of ��/_� 20 by: Who is 4ersorally Knaw�o me or has ❑ Produced (type of identification) , as identification. '' - ign4 re 0t 'otary Public tate of Florida Notary aaah Stets of Fbrida �. Tiffany Mahone My Commission GG 225262 Expires 05M512022 Printaype/Stan&Name of Notary Public