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Home My WebLink About111 E Jinkins CirJob Address: 111 E Jinkins Cir Historic District: Yes❑No❑✓ Parcel ID: 12-20-30-504-0000-0100 Residential❑ Commercial❑ Type of Work: New❑ Addition❑ Alteration❑✓ Repair❑ Demo❑ Change of Use❑ Move Description of Work: Replace (9) openings windows size for Size Plan Review Contact Person: Gary Barson Phone:786-556-4975 Fax: Name Patricia Smith Street: 111 E Jinkins Cir Title: Agent Email: gbarson@nationalpermitcompany.com Property Owner Information City, State zip: Sanford, FI 32773 Name Lowe's Home Centers Street: 3780 S Orlando Dr City, State Zip: Sanford,Fl 32773 Name: Street: City, St, Zip: Phone: 407-221-6532 Resident of property? : Contractor Information Yes Phone: 786-556-4975 Fax: State License No.: CGC1508417 Architect/Engineer Information Phone: Fax: E-mail: Bonding Company: Mortgage Lender: Address: 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 1, 2018 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 compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date gnat re of Contractor/Agent Dale �C_W- LM:�W Print Owner/Agent's Name Print Contracto /Agent's Name Signature of Notary -State of Florida Date Signature o a - tate of F rida Date Rtt",4441d3ig�f• Owner/Agent is Personally Known to Me or Produced ID Type of ID w VO ec�\ber fo •° c Contractor/Agent is Pe s-fIy Kaawn tomokci Produced ID Type 44) #FF 1a91s1 � '° l• Banded ll�N re �OQy A/ ...... jp- BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas ❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: # of Heads UTILITIES: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: 5F 4.12 ' ik Revised: January 1, 2018 Permit Application REQUIDRED INSPECTION'SEQUENCE ]Bpff / �i — ( (c:q q Address: BTM MSC hns2ecdon Descript-101M. Footer / Setback Skemwall Foundation / Form Board -Survey Slab /* Mono Slab- Pre our - Lintel / Tie Beam / Fill Down, Cell Sheadiing — Walls- Sheathing— Raof Roof Dry In Ramer Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco./ Siding Insulation Final Final Utility Building - Final Door Final Window - Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo. Final Single Family- Residence Final. Building. (Other) Min Mac. Ins ection.Description Electcia Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final .* a. ". - ". ..- Nan Max Hus2ection Descid im Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Imu Max limspection Descirr! flo Mechanical Rough Mechanical. Final & S BE Min Max ImsRection. DescriiJ omlm Gas Underground Gas Rough Gas. Final REVISED: June 2U14 02964.'Jy Ww't.ffi iawe'i mKi tia'geGb ct s . 551 REV.12113 RLECOPY pftYepWtftdummyiofm,LoFoFion Product Approval S Permit # # 1 7 1 6 9 4 Project Location Address SAIVFORO ation Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local prod uct'suppl ier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida B ilding Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuild ina org. i The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacltrer's installation details and requirements for each product. Category/ Subcategory 1. Exterior Doors ! Manufacturer Product Description FOR CODE COMPUANU P S ANF Florida Approval # include decimal SwingingREVIEWED Sliding Sectional Roll U AutomaticDATE— Other i 2. Windows Single Hung Horizontal Slider A,� c ' r Casement Double Hun Fixed o Awning HORITY TO VIOLATE, CANCEL, ALTER OR 1: ANY X- I HI: PHOVISIONS OF HE BUILDING OFFICIAL FROM THEREAFTE Pass Through Projected Mullions Wind Breaker Dual Action AU ET Other June 2014 1 tegory/ Subcategory jPariel Manufacturer Di 3Walls Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels f Other 4. Roofin Products Asphalt Shingles i Underla ments i Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofin slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof i Panels Roof Vents Other June 2014 Category/Subcategory S S. Shutters Manufacturer Product Description Florida Approval # include decimal Accordion i Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Com onents Wood Connectors / Anchors Truss Plates i Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products i f i s Applicant's Signature Applicant's Name �� G (Please Print) June 2014 'httpJ/parmldetalil;#W,OTWF,OotprintP'Age.aspx?PID--- 122030 rof I 03109120,18 02:43 PM 4/6/2018 Florida Building Code Online BCIS Home Log In i User Registration Hot Topics [ Submit Surcharge 3 Stats & Facts Publications FBC Staff i BCIS Site Map j Links ; Search F1 0 bi8 Product Approval 'USER: Public User r Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 16812 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search RPcn1tc - ennliratinnc FL# !YRee Manufacturer Validated By Status FL16812-R3 Affirmation Pella Corporation Terrence E. Lunn, PE Approved HistoryCategory: Windows i (561) 625-6455 Subcategory: Single Hung [ -Approves Dy Ubi K. Approvals Dy Ut5'K snau De reviewea ana rannea oy the vuL and/or the Lommission it necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 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: eG 11 https://www.floridabuilding.org/pr/pr_app_lst.aspx 1 /1 4/6/2018 Florida Building Code Online 3 .<. BCIS Home Lag In User Registration Hot Topics ':, Submit Surcharge Stats &Facts j Publications FBC Staff BCIS Site Map Links *Search A Lida Product Approval USER: Public User Pi Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status 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 FL16812-R3 Affirmation 2017 Approved Pella Corporation 102 Main St. Pella, IA 50219 (641)621-6096 pellaproductapprova1@pella.com Beth Phelps phelpsba@pella.com TROY FARR 18600 NE WILKES ROAD PORTLAND, OR 97230 (503)405-9176 tbfarr@pella.com Pat Bortscheller 102 Main Street Pella, IA 50219 (641) 621-1000 PJBortscheller@pella.com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Terrence E. Lunn, PE ,U Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440-08 AAMA/WDMA/CSA 101/I.S.2/A440-11 Year 2008 2011 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. Documentation from approved Evaluation or Validation Entity rG' Yes -' No N/A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC%2bYip[8uG4vyPUGJt7zHksfvB2eLI FA%3d%3d 114 4/6/2018 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 12/05/2017 Date Validated 12/05/2017 Date Pending FBC Approval Date Approved 12/06/2017 S q qjgLi!ry_oj Products FL # ; Model, Number or Name Description f 16812A i 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 36" x 63" vinyl non -impact single window Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.06 .07 pdf Quality Assurance Contract Expiration Date 08/06/2021 Installation Instructions FL16812 R3 II Drawing 1867.pd Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf Created by Independent Third Party: Yes 16812.2 1250 Series Single Hung Window 48" x 84" vinyl non -impact single window with fully reinforced & rails _stiles Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.08 .09.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/06/2021 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pd LCreated by Independent Third Party: Yes 16812.3 i 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.4 1 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.5 1250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 54" x 66" vinyl non -impact single window with fully reinforced stiles & rails & HP package Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.14 .15.Rdf Quality Assurance Contract Expiration Date 08/13/2021 Installation Instructions FL16812 R3 II Drawing 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf Created by Independent Third Party: Yes 48" x 72" vinyl non -impact single window with fully reinforced stiles & rails & HP package Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.16 .17.pdf Quality Assurance Contract Expiration Date 08/13/2021 Installation Instructions FL16812 R3 II Drawing 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf Created by Independent Third Party: Yes 72 1/2" x 63" vinyl non -impact double window Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.00 .01.pdf Quality Assurance Contract Expiration Date 06/14/2021 Installation Instructions FL16812 R3 II Drawing 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC%2bYipl8uG4vyPUGJt7zHksfVB2eLIFA%3d°/`3d 2/4 4/6/2018 Florida Building Code Online 16812.6 1250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.7 j 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.8 ; 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.9 1250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.10 1 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf Created by Independent Third Party: Yes 96" x 72" vinyl non -impact double window with fully reinforced stiles & rails Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.18 .19. rp if Quality Assurance Contract Expiration Date 08/09/2021 Installation Instructions FL16812 R3 II Drawing 1867.pd Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf Created by Independent Third Party: Yes 72" x 65 1/2" vinyl non -impact double window with fully reinforced stiles & rails & HP package Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.20 .21.pdf Quality Assurance Contract Expiration Date 08/09/2021 Installation Instructions FL16812 R3 II Drawing 1867.pd Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.psif Created by Independent Third Party: Yes 108" x 63" vinyl non -impact triple window Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.00 .01.pdf Quality Assurance Contract Expiration Date 06/14/2021 Installation Instructions FL16812 R3 II Drawing 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.12d Created by Independent Third Party: Yes 48" x 84" vinyl non -impact single window with transom with fully reinforced stiles & rails Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.04 .05.pdf Quality Assurance Contract Expiration Date 08/09/2021 Installation Instructions FL16812 R3 II Drawing1867.p_df Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf Created by Independent Third Party: Yes 42" x 83.5" vinyl non -impact single window with fully reinforced stiles & rails & HP package Certification Agency Certificate FL16812 R3 C CAC CCL- PEL-H-1462.pdf Quality Assurance Contract Expiration Date 11/04/2025 Installation Instructions FL16812 R3 II Drawing 1867.pdf Verified By: Warren W. Schaefer 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pd Created by Independent Third Party: Yes suck next https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC%2bYipl8uG4vyPUGJt7zHksfvB2eLIFA%3d%3d 3/4 4/6/2018 Florida Building Code Online Contact Us :: 2601 Blair Stone Raad, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. �Qpyright 2007-2013 State of Florida.:: r'v 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: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC%2bYipl8uG4vyPUGJt7zHksfVB2eLIFA%3d%3d 4/4 DRAWN BY: LNECNED BY: GENERAL NOTES: V.RM V.W.S 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO - FOR MAX. FRAME WIDTH, SEE - FOR MAX. FRAME WIDTH, SEE PL°T:_ a.2 BASE P IND , SHALL BE BEYOND. WALL FFINISHASTENERS OR STUCCO. NOTE BELOW - Al NOTE BELOW cs�m/'• 2 OPENINGS,I BUCKING &BUCKING FASTENERS MUST BE PROPERLY DESIGNED &INSTALLED TO TRANSFER 4 m WINO LOADS TO THE STRUCTUREIs '.3. THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE 8 REQUIREMENTS OF THE FLORIDA BUILDING CODE (FRO). 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL 4" MAX. '.BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. FSIDES. 5.MATERIALS, INCLUDING BUT N07 LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. FIN FASTENER WITHIN. 26. TO THE BEST OF OUR KNOWLEDGE. THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALITY ASSURED WHERE SHOWN BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE OF CORNERS & 4 i/2" - RICANDTHE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. MAX. O.C.: WHEN JOB "FRAME ANCHORPRODUCT ASSB48LY IS NOT PART OF THIS DRAWING AND SHALL'. BE IN ACCORDANCE WITH THE REQUIRED DESIGN TABLE" ON THIS MANUFACTURER'S DUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE'.CONSIDERED VOID IF ANY OF THE PRESSURE IS OVER +/-35 3 QUIREMENTS. FOLLOWING APPLY..1) PRODUCT IS INSTALLED WRNOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL C1 PSF; 9" MAX. O.C. WHEN C2HEN JOB BUILDING DEPARTMENT. 2) PRODUCT IS INSTALLED BY ANYONE OTHER THAN A UCENSED CONTRACTOR 5 JOB REQUIRED DESIGN '.. m 5 REQUIRED DESIGN PRESSURE IS K 'IXPERIENCED WITH. INSTALLATIONSIOF THIS TYPE OF PRODUCT- :3) IF CHANGES HAVE OCCURRED TO THE w OVER + -3S'. A FRAME FILLER 'PRODUCT'S CERTIFICATION ENITIYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR - PRESSURE IS +/-35 PSF / INCONSISTENT WITH WHAT HAS BEEN TESTED. OR LESS.' SEE "FRAME o MUST BE USED AT EACH FRAME B. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION Z SCREW, SEE SHEET 5 FOR SHALL CONTROL FOR THE INSTALLEO PRODUCT. - ANCHOR REQUIREMENTS B. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY WATER PROOFING OF THE INSTALLED TABLE" ON THIS SHEET / 2" � PART DETAIL] / PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE FOR REQUIREMENTS. MANUFACTURER &/OR INSTALLER. 6 0�po 7 0 0' N¢' Z 13- 3 O Q 0 INSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMA11ON & RESULTS - Q NERS AT <MIIASACTMnulOOTVVChnTOTME'CLUSTER FIN FASTE�UATOWWTHTIN FORCE AT OF EVALUATION. IN iNH�T CONSIDERED CODE _ a J Q w CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE MEETING RAIL ENDS SUCH THAT REFERENCED PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL :THERE ARE A TOTAL OF S K - d CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED :POSITIONED AS SHOWN. SEE O HERE -IN ARE THE INSTALLATION THE THEN CURRENT TESTING, CODE AND APPUCARLE STANDARDS. "FRAME ANCHOR REQUIREMENTS Z Is ANCHOR REQUIREMENTS TABLE TABLE" ON THIS SHEET FOR OPENING TYPE !. FRAME/CUP/NAIL FIN TO MINIMUM MINIMUM REQUIREMENTS. Z Co LL Bt j i z (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. 4 _1(1) FRAME SCREWS MIN 2X4 WOOD FRAME OR BUCK 4" MAX. Z coo (MIN-. GR. 3 & G=0.55) N0. 10 SMS OR WOOD SCREW i 1/4" 3/4" -� ZDO MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR 5 SELF TAP/DRILL SCREW FULL 1/2" - } Lwi¢ MIN. 1/8" THK A36 STEEL NO. 10 GR; 5 SELF TAP/DRILL SCREW FULL 1/2" EXTERIOR ELEVATION: - EXTERIORELEVATION: 5 g8 �-, MIN. 1/8" THK 6063-TS ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" - SINGLE WINDOW - SINGLE WINDOW U) wq 'MIN. C-90 CMU OR 2500 PSI CONCRETE: (2) 1/4? CONCRETE SCREW 1 1/4" 2' SCALE:: 3/4" = 1�-O" SCALE: 3/4" = 1'-0" w a 'N Fx Of owi '(1) INSTALLATION CLIP SCREWS (NAIL FIN MOUNT CONDITION) (FRAME: SCREW MOUNT CONDITION) Ld �Z 9rW MIN. 2X4 WOOD FRAME OR BUCK H - :� (MIN. GR. 3 & G=0.55) N0. 10 SMS SCREW 1 1/4" 1/2" U� o SIDE JAMB N (nu) �md MIN. 18 GA, 33 KSI METAL STUD N0. 10 GR. 5 SELF TAP/ORIEL SCREW FULL 1/2" - NOTE: FQR:. MAX. SINGLE N30 ^a MIN 1/B" THK A36 STEEL N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" AWINDOW FRAME ND ALLOWABLE DES GNONS SPACINGANCOR TABLE ��:�Q �* 833N��, B a � MIN. i/8" THK 6063 T5 ALUM NO 10 OR. 5 SELF TAP/DRILL SCREW FULL 1/2" 2500 PSI CONCRETE (2) 1/4° CONCRETE SCREW 1 1/4" 2" - MAXIMUM MAXIMUM �� r"••••••'••. �fi w (3)NAILING FIN FASTENERS PRESSURE, SEE APPLICABLE FRAME; Q.C. � s':;� = FLORIDA APPROVAL WIDTH SPACING _.r J , � MIN 2X4 WOOD FRAME OR BUCK U Wm �.- (MIN. OR. 3 & G=D.55) NO. B SMS SCREW 1 3/8" 1/2" (IN.) (IN.] =� ,y .1IL a 4 .� <14 MIN 2X4 WOOD FRAME OR BUCK O 71:GA. ROOFING NAIL 1 3/8" -1/2" 48 13 �•�� N '• �� (MIN. GR. 3 & G=0.55) 36 17 �% O�•''Z jr0 "q 3w THK STEEL NO. 8 GIL 5 SELF TAP/DRILL SCREW FULL IN. MIN. THK 60636 TS ALUM. N0. 8 GR. S SELF TAP/DRILL SCREW FULL 1/2" _ ALL ALTERNATE ALTERATE AANCH�CHORS�INA THER SIPECIOF ED Off' : ''�� (1) FRAME AND INSTALLATION CLIP SCREWS SHALL BE PAN OR HEX HEAD SCREW. SUBSTRATES HAVE BEEN ANALYZED'. IN ACCORDANCE (2) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITW WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND �QF ESE DIvwlNcs ARE APPLIG.BLE ONLY TO THE PRODUCT TO BE EQUIVALENT TO OR STRONGER THAN THE EGFlED. THEY MAY NOT BE USED FOR THE ASSEMBLY RgMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON 11 (C.S OR S.S.). D/OR INSTALuTION OF ANY OTHER PRODUCT NOR MAY $67 A ANCHORS USED IN TESTING WITH THIS PRODUCT.. (3) WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A PAN HEAD OR WAFFLE HEAD O Er BE USED FOR T PRODUCED AND/OR LOCAL MPCTUR SHEET No. SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. _ ANr PRoouOT NOr PRODUCED D1' THE MANUFACTURER � DF 5 ATED ON RAWINGS. 48" MAX. FRAME WIDTH SI E BY SIDE WINDOW YUK MA7. UVLKALU rRAML rriuin, SEE D - - SIZE/PRESSURE TABLE ON THIS SHEET 2" 4 CLUSTER FIN FASTENER SCREWS AT MULLION ENDS SUCH THAT THERE ARE A TOTAL OF 3 POSITIONED AS SHOWN. SEE "FRAME ANCHOR w REQUIREMENTS TABLE" ON SHEET-1 FOR �C C1 SCREW REQUIREMENTS. (NOTE THAT ROOFING w= 5 NAILS ARE NOT APPLICABLE AT MULLION END N ° I CLUSTERS) j o� — — — — — zz 30 o m FIN FASTENER WITHIN 2" OF CORNERS & CLUSTER FASTENERS AT `} 4 1/2" MAX: O.C. WHEN JOB REQUIRED DESIGN MEETING RAIL ENDS SUCH THAT m THERE ARE A TOTAL OF 5 PRESSURE IS OVER +/-35 PSF; 9" MAX. 0-C. POSITIONED AS SHOWN. SEE w WHEN JOB REQUIRED DESIGN PRESSURE IS +/-35 I "FRAME ANCHOR REQUIREMENTS PSF OR LESS. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR TABLE" ON SHEET i FOR REQUIREMENTS. REQUIREMENTS. B1 L w s 2" J C1 '5 0 a a m EXTERIOR ELEVATION: SIDE —BY —SIDE WINDOW EXTERIOR ELEVATION: SCALE: 3/4" = V-O" SINGLE WINDOW WITH TRANSOM (NAIL FIN MOUNT CONDITION) SCALE: 3/4" = 1'-0" NAIL FIN MOUNT CONDITION) ALLOWABLE SIDE —BY —SIDE WINDOW SIZE/PRESSURE TABLE MAXIMUM MAXIMUM ALLOWABLE OVERALL FRAME PRESSURE FRAME HEIGHT (+/- PSF) WIDTH DIMENSION DIMENSION (IN.) (IN.) TRIPLE WINDOW 109 1 63 35 DOUBLE WINDOW 96 72 35 72 1 65 1 2 1 50 TE - I'fa ( ALLOWABLE DESIGN PRESSURE (TRANSOM UNITS ONLY) + =35 PSF CLUSTER FIN FASTENER g SCREWS AT MULLION ENDS ¢ SUCH THAT THERE AREA 2" TOTAL 3 POSITIONED AS SHOWN.. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS. g (NOTE THAT ROOFING NAILS ARE NOT APPLICABLE AT MULLION END CLUSTERS) CLUSTER FIN FASTENERS AT MEETING RAIL ENDS G w SUCH THAT THERE ARE A o o TOTAL OF 5 POSITIONED AS 2 "FRAME o SHOWN. SEE Z z a v ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. < a o w w a � a FIN FASTENER WITHIN 2" CORNERS & I z z w 9" MAX. O.C. SEE "FRAME co ANCHOR REQUIREMENTS Z si TABLE" ON SHEET 1 FOR = REQUIREMENTS. w oo z N zro z� m w wa dr V Wz ESQ � VIM N VIM baj1/��i m �b ti °yy ��rrrrn►�`'��DRAWING H 1867 A SHEEP N0. 2 of 5 FOR MAX. OVERALL FRAME WIDTH, SEE SIDE -BY -SIDE WINDOW SIZE/PRESSURE TABLE ON THIS SHEET 48" MAX. FRAME WIDTH INDIVIDUAL WINDOW WIDTH INDIVIDUAL WINDOW WIDTH INDIVIDUAL'. WINDOW WIDTH 13 1/4" 7LL 3" 13 1/4" T 7LL 3" 13 1/4" 4" MAX..cl MAX. O.C. MX. O.C. MAX. O.C. A2 4" MAX. 4" MAX: 4 3" j } 4" MAX. 3" j I j FRAME SCREWS WHERE SHOWN AT MEAD & 3. SIDES. SEE "FRAME ANCHOR REQUIREMENTS j TABLE" ON SHEET 1 FOR REQUIREMENTS. (NOTE w N THAT WHEN JOB REQUIRED DESIGN PRESSURE Q FRAME SCREWS WHERE SHOWN = w w IS OVER +/-35 A FRAME FILLER MUST BE AT SIDES. SEE "FRAME ANCHOR w ° C2 USED AT EACH FRAME SCREW, SEE SHEET 5 REQUIREMENTS TABLE" ON SHEET w = 5 v FOR PART DETAIL) C21 FOR REQUIREMENTS. 6" p!- — 6" g> " '— o <o6" j m N Q K Y N mi INSTALLATION CLIPS WHERE SHOWN AT SILL. o ! SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON m SHEET 1 FOR REQUIREMENTS. B2 L 4" MAX. 4' MAX. 12 MAX ' 0 C. "I I 1 MAX.12 D.C.1 MAX' O.C.4 MAX. 4" I / 4 4 4 4 4 4 4 4 T -. EXTERIOR ELEVATION: EXTERIOR ELEVATION: SIDE -BY -SIDE WINDOW SINGLE WINDOW WITH TRANSOM SCALE: 3/4" = 1'-0" SIDE JAMB SCALE: 3/4" = 1'-0" (FRAME SCREW AND CLIP MOUNT CONDITION) ANCHOR (FRAME SCREW MOUNT CONDITION) SPACING TABLE ALLOWABLE SIDE -BY -SIDE WINDOW SIZE/PRESSURE TABLE MAXIMUM MAXIMUM ALLOWABLE OVERALL FRAME PRESSURE FRAME HEIGHT (+/- PSF) WIDTH DIMENSION DIMENSION (IN.) (IN.) TRIPLE WINDOW 109 1 63 35 DOUBLE WINDOW 96 72 35 72 65 i 2 50 MAXIMUM MAXIMUM ALLOWABLEDESIGN PRESSURE INDIVIDUAL O.C. (TRANSOM UNrrS ONLY) WINDOW SPACING f/-35 PSF WIDTH (IN.)': f• .• u, 48 13 = �P C3 "A' U. 36 7 _� * a O: 3tl . b6. �fffH11111t�� z 11-0 O N o R'ZQN sNw� a wv m zv 4� Z� a w -4x �z N3� w ,z� N3o d �3.8 m FIN FASTENER ELEVATION SEALANT BY OTHERS-\ BEHIND (NAIL FIN SEALANT BY O OTHERS F�Ir SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" 1/4" MAX. SPACE 1 I I SEAL SPACE WITH u LOW EXPANSION EXTERIOR FOAM AROUND PERIMETER OF :WINDOW FRAME SECTION rAl. SCALE: 3/4 FULL 4 (NAIL FIN MOUNT) _ FRAME SCREW PER SUBSTRATE BY ELEVATION SUBSTRATE BY FRAME SCREW OTHERS PER SEALANT BY OTHERS OTHERS PER PER ELEVATION 'FRAME ANCHOR BEHIND FRAME FLANGE "FRAME ANCHOR REQUIREMENTS -s REQUIREMENTS TABLE TABLE" 1/4" MAX. SHIM - 1/4" MAX. SHIM AT EACH ANCHOR AT EACH ANCHOR SEALANT BY 0 ❑ SEALANT BY O ❑ OTHERS OTHERS: = 2 1 EXTERIOR 0 SEAL SPACE WITH = IXTERIOR SEAL SPACE WITH w LOW EXPANSION LOW EXPANSION x 4 FOAM AROUND ¢ - 4 - FOAM AROUND FRAME FILLER PERIMETER OF FRAME FILLER PERIMETER OF < WINDOW FRAME - WINDOW FRAME SECTION A2 1 ALTERNATE SECTION SCALE: 3/4 FULL 4 SCALE: 1 2 FULL 4 ` (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) EXTERIOR `` i EXTERIOR O a = SEAL SPACE WITH LOW :EXPANSION SEAL SPACE WITH LOW: EXPANSION. w FOAM AROUND SHIM R TO FOAM AROUND x PERIMETER OF AL SUPPORT & ALIGN PERIMETER OF WINDOW FRAME WINDOW WINDOW FRAME � 3 INSTALLATION SEALANT BY C ❑D SEALANT BY ❑ C .UP OTHERS OTHERS 1/4- MAX. SPACE 1/4" MAX. SHIM AS REQ'D TO MAX. 3/16" SHIM SPACE SUPPORT & ALIGNTHICK XI 3" • WINDOW LONG SHIM AT EACH CUP SEALANT BY OTHERS SUBSTRATE BY SUBSTRATE BY OTHERS INSTALLATION CLIP SCREW PER BEHIND: NAIL FIN OTHERS PER PER "FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS FIN FASTENER PER FRAME ANCHOR REQUIREMENTS REQUIREMENTS TABLE" TABLE" 2 PER CLIP ELEVATION TABLE" SECTION B2 SECTION gi SCALE: 3/4 FULL 4 SCALE: 3/4 FULL 4 (INSTALLATION CLIP MOUNT CONDITION) (NAIL FIN MOUNT) ��P�• � ) 0-yj l� Z S Z �' `J•r? r• �'�idbM �PA�.•`'� Fw�o o C, z ix , . 3 c0i o w N at Qa ao�� I z 0 z 0 z z zo rn co r� wQ � Z w wd� =aI uJ 4z Ugn En w�5.. 0 UMmo N n z N3U as m e0 4 of 1/4" MAX. FRAME WIDTH SPACE SUBSTRATE BY OTHERS PER �. SEAL SPACE WITH "FRAME ANCHOR LOW EXPANSION REQUIREMENTS FOAM AROUND TABLE" O PERIMETER OF WINDOW FRAME FIN FASTENER PER ELEVATION oO�O 0 SEALANT BY OTHERS BEHIND NAIL m.1a� ' FIN SEALANT BY OTHERS EXTERIOR SECTION C1 SCALE: 3/4 FULL 5 (NAIL FIN MOUNT) CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X_ BUCK TO BE MIN. 3 1/2" DEEP (NOT SUBSTRATE BY OT REQUIRED WHEN SHIM SPACE IS PER "FRAME ANCH WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TAB SHOWN IN SECTIONS) SEALANT IBY O O OTHERS EXTERIOR a FRAME SCREW PER 4 ELEVATION & "FRAME FRAME FILLER ANCHOR REQUIREMENTS TABLE" OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) (DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 1/4" MAX. SHIM FRAME HEIGHT --- HERS AT EACH ANCHOR SEAL SPACE WITH SUBSTRATE BY LOW EXPANSION OTHERS PER "FRAME ANCHOR :"; FOAM AROUND PERIMETER OF REQUIREMENTS WINDOW FRAME TABLE" 4 oOLJ� ((0L FRAME FILLER FRAME SCREW PER ELEVATION �❑ SEALANT BY OTHERS EXTERIOR SECTION C2 SCALE: 3/4 FULL 5 (FRAME SCREW MOUNT CONDITION) 0.604 -{ D OR p LE" 0.604 --� 2.485 ll 0.6 U 1 1 1_ 0.059 T 0.059T ( FRAME FLANGE (RIGID PVC) O FRAME FLANGE (RIGID PVC) 1/4" MAX. SHIM FRAME HEIGHT AT EACH ANCHOR SEAL SPACE WITH SUBSTRATE BY LOW EXPANSION OTHERS PER 0 FOAM AROUND "FRAME ANCHOR ,.^ PERIMETER OF REQUIREMENTS WINDOW FRAME TABLE" 4 0 FRAME FILLER FRAME SCREW o❑ IL�J PER ELEVATION �a SEALANT _ f ,I OTHERS BEE HIND o v FRAME FLANGE '. SEALANT BY 2 1 OTHERS EXTERIOR ALTERNATE SECTION C2 SCALE: 1/2 FULL 5 (FRAME SCREW MOUNT CONDITION WITH FLANGE) 0.375 0.500 3.000 JO.500 1.325 _L 0.060 0.293 O3 INSTALLATION CUP (RIGID PVC) 0.225 T LENGTH = 3.000" ® FRAME Fil I EE (RIGID PVC) (NOTE THAT WHEN JOB REQUIRED DESIGN PRESSURE IS OVER +/-35 A FRAME FILLER MUST BE USED AT EACH FRAME SCREW) 00 Z CD MID m w w o� =fin wz z J � c.)n gym$ NZ 38 ra 3� T—� OF 4/6/2018 Florida Building Code Online F3 r€da b „cs a pis ��ri: S rloin xay� i 1+ i�IG � i 1i14��11 i+ 3 BCIS Home I Log In User Registration Hot Topics '. Submit Surcharge Stats & Facts i Publications FBC Staff I BCIS Site Map I Links ; 'Search i �'Product Approval -USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 16812 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL SParrh Recultc - ennliratinnc FL# Typg Manufacturer Validated By Status FL16812-R3 Affirmation Pella Corporation Terrence E. Lunn, PE Approved History Category: Windows (561) 625-6455 Subcategory: Single Hung PiJ111cu uy uorn. rypruvd uy vorre midu ue reviewed and rduneu uy ure I-— anu/or cne i ommission IT necessary. Contact Us :: 2601 Blair Stone Road,. Tallahassee FL 32399 Phone: 850-487-1824 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: zC Vic_ https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1 4/6/2018 Florida Building Code Online BCIS Home Log In User Registration _ Hot Topics I Submit Surcharge '. Stats & Facts Publications FBC Staff BCIS Site Mapp Links Search i. y4 °:Product Approval P 'USER: Public User b 71"', r Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16812-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived R Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641) 621-6096 pellaproductapproval@pella.com Authorized Signature Beth Phelps phelpsba@pella.com Technical Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND, OR 97230 (503)405-9176 tbfarr@pella.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella, IA 50219 (641) 621-1000 PJBortscheller@pella.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Terrence E. Lunn, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 AAMA/WDMA/CSA 101/I.S.2/A440-11 2011 Equivalence of Product Standards Certified By 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. Documentation from approved Evaluation or Validation Entity I Yes `-' No � N/A https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC%2bYipl8uG4vyPUGJt7zHksfVB2eLIFA%3d%3d 114 4l6/2018 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 12/05/2017 Date Validated 12/05/2017 Date Pending FBC Approval Date Approved 12/06/2017 Summar roof Products FL # Model, Number or Name Description 16812.1 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.2 1 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.3 1250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.4 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.51 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 36" x 63" vinyl non -impact single window Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.06 .07.pdf Quality Assurance Contract Expiration Date 08/06/2021 Installation Instructions FL16812 R3 II Drawing 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf Created by Independent Third Party: Yes 48" x 84" vinyl non -impact single window with fully reinforced stiles & rails Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.08 .09.pdf Quality Assurance Contract Expiration Date 08/06/2021 Installation Instructions FL16812 R3 II Drawing 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pd Created by Independent Third Party: Yes 54" x 66" vinyl non -impact single window with fully reinforced stiles & rails & HP package Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.14 .15.pdf Quality Assurance Contract Expiration Date 08/13/2021 Installation Instructions FL16812 R3 II Drawing 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf Created by Independent Third Party: Yes 48" x 72" vinyl non -impact single window with fully reinforced stiles & rails & HP package Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.16 .17.pdf Quality Assurance Contract Expiration Date 08/13/2021 Installation Instructions FL16812 R3 II Drawing 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf Created by Independent Third Party: Yes 72 1/2" x 63" vinyl non -impact double window Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.00 .01.pdf Quality Assurance Contract Expiration Date 06/14/2021 Installation Instructions FL16812 R3 II Drawing 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC%2bYipl8uG4vyPUGJt7zHksfvB2eLIFA%3d%3d 2/4 4/6/2018 Florida Building Corte Online 16812.6 1250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.7 1250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.8 i 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.9 1250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.10 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. Created by Independent Third Party: Yes Evaluation Reports j FL16812 R3 AE Drawing 1867.pd Created by Independent Third Party: Yes 96" x 72" vinyl non -impact double window with fully reinforced stiles & rails Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.18 ,19.pdf Quality Assurance Contract Expiration Date 08/09/2021 Installation Instructions FL16812 R3 II Drawing 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf Created by Independent Third Party: Yes 72" x 65 1/2" vinyl non -impact double window with fully reinforced stiles & rails & HP package Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.20 .21.pdf Quality Assurance Contract Expiration Date 08/09/2021 Installation Instructions FL16812 R3 II Drawing 1867.pd Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf Created by Independent Third Party: Yes 108" x 63" vinyl non -impact triple window Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.00 .01.pddf Quality Assurance Contract Expiration Date 06/14/2021 Installation Instructions FL16812 R3 II Drawing 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf Created by Independent Third Party: Yes 48" x 84" vinyl non -impact single window with transom with fully reinforced stiles & rails Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.04 .05.pdf Quality Assurance Contract Expiration Date 08/09/2021 Installation Instructions FL16812 R3 II Drawing 1867.pd Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf Created by Independent Third Party: Yes 42" x 83.5" vinyl non -impact single window with fully reinforced stiles & rails & HP package Certification Agency Certificate FL16812 R3 C CAC CCL- PEL-H-1462.pdf Quality Assurance Contract Expiration Date 11/04/2025 Installation Instructions FL16812 R3 II Drawing 1867.pdf Verified By: Warren W. Schaefer 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pd Created by Independent Third Party: Yes KcIs Nex> https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC%2bYipl8uG4vyPUGJt7zHksfVB2eL[FA%3d%3d 3/4 4/6/2018 Florida Building Code Online Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. _QRylight 2007-2013 State of Florida.:: Privacy 51atgment :: 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: MMMEHE https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC%2bYipl8uG4vyPUGJt7zHksfVB2eLIFA%3d%3d 4/4 GENERAL NOTES: .1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED &INSTALLED TO TRANSFER -WINO LOADS TO THE STRUCTURE 3. THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS' OF THE FLORIDA BUILDING CODE (FBC). '.4. ALL ANCHORS '.SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. -TL MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER :DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. -6. TO THE BEST OF OUR KNOWLEDGE. THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALITY ASSURED By A FLORIDA STATE APPROVED CERTIFICATION/OA ENTTTY & SHALL BE LABELED IN ACCORDANCE WITH THE :FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. '.PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE 'FOLLOWING APPLY: 1) PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT. 2) PRODUCT IS INSTALLED BY ANYONE OTHER THAN A UCENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFIGITK)N EKWS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR '.INCONSISTENT WITH WHAT HAS BEEN TESTED. B. THE LEAST DESIGN PRESSURE- SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED PRODUCT. - -' 9. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE .MANUFACTURER &/OR INSTALLER. INSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORIMTIDN & RESULTS FROM APPLICABLE TESTREPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE LIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE THE MANUFACTURER SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT .WITH THE THEN CURRENT TESTING, CODE AND APPUCABIE STANDARDS. FRAME ANCHOR REQUIREMENTS TABLE .OPENING TYPE - _ FRAME/CUP/NAIL FIN TO MINIMUM MINIMUM (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. 0) FRAME SCREWS MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) N0. 70-SAPS OR WOOD SCREW 1 1/4' 3/4' MIN. 18 '.GA 33 KSI METAL STUD NO. 10 GR: 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. '1/8" THK A36 STEEL NO. 10 OR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2- :MIN. C-90 CMU OR 2500 PSI CONCRETE (2) 1/4- CONCRETE SCREW 1 1/4" 2" (1) INSTALLATION CLIP SCREWS MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=O;55) N0. 70 SAPS SCREW i 1/4" 1/2" MIN. 18'GA.. 33 KSI METAL STUD NO. 10 OR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK 6063-T5 ALUM. NO. 10 OR. 5 SELF TAP/DRILL SCREW FULL 1/2" 2500 PSI CONCRETE (2) 1/4" CONCRETE SCREW 1 1/4" 2' (3) NAILING FIN FASTENERS MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) N0. 8 SMS SCREW 1 3/8" 1/2" MIN, 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) 11 GA. ROOFING NAIL 1 3/8" 1/2" MIN. 1/8" THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8"'THK 6063-T5 ALUM. NO. 8 GR. '5 SELF TAP/DRILL SCREW FULL 1/2" (1) FRAME AND INSTALLATION CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. (2) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), FIW RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). (3) WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A PAN HEAD OR WAFFLE HEAD SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. FOR MAX.: FRAME WIDTH, SEE NOTE BELOW Al 4 d FIN FASTENER WITHIN: 2" OF CORNERS & 4 1/2" MAX. O.C. WHEN JOB' REQUIRED' DESIGN PRESSURE IS OVER +/-35 0 PSF; 9" MAX. O.C. WHEN -A m JOB REQUIRED DESIGN PRESSURE IS +/-35 PSF OR LESS. SEE "FRAME z ANCHOR REQUIREMENTS w TABLE" ON THIS SHEET 2" m FOR REQUIREMENTS. r S2 w w w CLUSTER FIN FASTENERS AT -MEETING RAIL ENDS SUCH THAT THERE ARE A TOTAL OF 5 0 POSITIONED AS SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON. THIS SHEET FOR REQUIREMENTS. FOR MAX. FRAME WIDTH, SEE NOTE BELOW I j FRAME SCREWS WHERE SHOWN AT SIDES. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. (NOTE THAT WHEN JOB REQUIRED DESIGN PRESSURE IS OVER +/-35 A FRAME FILLER MUST BE USED AT EACH FRAME SCREW, SEE SHEET 5 FOR PART DETAIL)' 4" MAX. 6" j j 4- MAX. EXTERIOR ELEVATION: EXTERIOR ELEVATION: SINGLE WINDOW SINGLE WINDOW SCALE:; 3/4" = 1'-O" SCALE: 3/4" = V-O" (NAIL FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) NOTE: FOR MAX. SINGLE SIDE JAMB WINDOW FRAME DIMENSIONS ANCHOR SPACING TABLE AND ALLOWABLE DESIGN PRESSURE,' SEE APPLICABLE MAXIMUM MAXIMUM FRAME O.C. FLORIDA APPROVAL WIDTH SPACING z z u cl, - (IN.) (IN.) .ul / O p 48 13 •�:� Z f ALL�RNATE ANCHORS SPEC�ED OTEANCHOR�ATHER SPEC�ED 0� 36 17 �'bb m ,QUO; SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND Tres DRAWINGS ARE APPUGAfiLE ONLY TD THE PRODUCT TO BE EQUIVALENT TO OR STRONGER THAN THE EC3FTED. THEY MAY NOT BE USED FOR THE ASSEMBLY ANCHOR(S) USED IN TESTING WITH THIS PRODUCT.' EY BE USED FOR RATTIONAL MANY ND/ORPRODUCT NOR MAY LOCAI. APPROVJ OF ANY PRODUCT NOT PRODUCED BY THE MANUFACTURER STATED ON THESE DRAWINGS. Z Fw�o N C)EL � o OfZaN U G Woa<o EL m Im OF 5 tUK MAX. UVtKALL tKAML WIUIH. JtG JIUt-tlT-JIUG WINUUW - SIZE/PRESSURE TABLE ON THIS SHEET 2" 2" Al 4 CLUSTER FIN FASTENER SCREWS AT MULLION ENDS SUCH THAT THERE ARE A TOTAL OF 3 iN POSITIONED AS SHOWN. SEE "FRAME 'ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR raw C1 - - SCREW REQUIREMENTS. (NOTE THAT ROOFING NAILS ARE NOT APPLICABLE AT MULLION END CLUSTERS) zz 30 o R WITHIN 2" OF CORNERS & CLUSTEFIFASTENERS AT : 0 C. WHEN JOB REQUIRED DESIGN MEETING RAIL ENDS SUCH THAT OVER +/-35 PSF; 9" MAX. O.C. THERE ARE A TOTAL OF 5 L1/2" POSITIONED AS SHOWN. SEE EQUIRED DESIGN PRESSURE IS +/-35 FRAMEANCHOR REQUIREMENTS S. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR HEET 1 FOR REQUIREMENTS. REQUIREMENTS. 81 4 j a EXTERIOR ELEVATION: SIDE —BY —SIDE WINDOW SCALE: 3/4" = l'-O" (NAIL FIN MOUNT CONDITION) ALLOWABLE SIDE —BY —SIDE WINDOW SIZE/PRESSURE TABLE MAXIMUM MAXIMUM ALLOWABLE OVERALL FRAME PRESSURE FRAME HEIGHT (+/- PSF) WIDTH DIMENSION DIMENSION (IN.) (IN.) TRIPLE WINDOW 109 1 63 1 35 DOUBLE WINDOW 96 72 35 72 65 1 2 50 .EXTERIOR ELEVATION ELEVATION: SINGLE WINDOW WITH TRANSOM SCALE: 3/4" = 1'-O" (NAIL FIN MOUNT CONDITION) ALLOWABLE DESIGN PRESSURE (TRANSOM UNITS ONLY) +/-35 PSF CLUSTER FIN FASTENER SCREWS AT MULLION ENDS SUCH THAT THERE ARE A TOTAL OF 3 POSITIONED AS SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS. (NOTE THAT ROOFING NAILS ARE NOT APPLICABLE AT MULLION END CLUSTERS) CLUSTER FIN FASTENERS AT MEETING RAIL ENDS SUCH THAT THERE ARE A TOTAL OF 5 POSITIONED AS SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. FIN FASTENER WITHIN 2" OF CORNERS & 9" MAX. O.C. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. z FwNa EL 0_ZQN 0,1g� W (L Z N coo Z .0 rrm m >a �C ix N �gol II:!z N ��vS Nv)z U:3 3 3 y _0 83a r• uo •,�t9 �: o ��. w x0 of =3iv i` k' oia 4 Z p~j t: -0 i • y '�66 •'�•....• a Vic`' � 3 rWR 11 A SHEET NO. 2 of 5 FOR MAX. OVERALL FRAME WIDTH, SEE SIDE -BY -SIDE WINDOW SIZE/PRESSURE TABLE ON THIS SHEET INDIVIDUAL WINDOW WIDTH INDIVIDUAL WINDOW WIDTH INDIVIDUAL'. WINDOW WIDTH 3" f3_ I 13 1/4" 13 1/4' 13 1/4' 4 MAX. II� M. O.C. MAX.O.C. MAY. O.C. A2 4"_ MAX.X 4 4' MAX. j I j FRAME SCREWS WHERE SHOWN AT HEAD & SIDES. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. (NOTE THAT WHEN JOB REQUIRED DESIGN PRESSURE w w IS OVER +/-35 A FRAME FILLER MUST BE C2 USED AT EACH FRAME SCREW, SEE SHEET 5 = w w 5 v FOR PART DETAIL) sn w in x �30 j [INSTALLATION 6" o m CLIPS WHERE SHOWN AT SILL. E "FRAME ANCHOR REQUIREMENTS TABLE" ON EET 1 FOR REQUIREMENTS. 4 - — 4" MAX. 12 12 4" MAX. ---� �— MAX. 0 C. MAX.1 0 C. 4' MAX, 0. . 4" MAX. EXTERIOR ELEVATION: SIDE -BY -SIDE WINDOW SCALE: 3/4' = 1'-0" SIDE JAMB (FRAME SCREW AND CLIP MOUNT CONDITION) ANCHOR P NG TABLE ALLOWABLE SIDE -BY -SIDE WINDOW SIZE/PRESSURE TABLE MAXIMUM MAXIMUM ALLOWABLE OVERALL FRAME PRESSURE FRAME HEIGHT (+/- PSF) WIDTH DIMENSION DIMENSION (IN.) (IN.) TRIPLE WINDOW 109 1 63 1 35 DOUBLE WINDOW 96 72 35 72 1 65 7 2 50 SACI 48" MAX. FRAME WIDTH 4" MAX. j 3 3" j FRAME SCREWS WHERE SHOWN AT SIDES. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET C2 1 FOR REQUIREMENTS. 5 v 6" j O m j 4' MX. -� EXTERIOR ELEVATION; SINGLE WINDOW WITH TRANSOM SCALE: 3/4" = 1'-0" (FRAME SCREW MOUNT CONDITION) ALLOWABLEDESIGN PRESSURE (TRANSOM UNITS ONLY) +/-35 PSF `%``��f,ll * ScjCj . 4i M LL"6.S 1 i* F �: W ¢7 3 � Fa- O; •. �i`�b yz * p Ile 3 OF 5 FIN FASTENER PER ELEVATION SUBSTRATE BY SEALANT BY OTHERS OTHERS PER BEHIND NAIL FIN - FRAME ANCHOR REQUIREMENTS TABLE" 1/4" MAX. SPACE SEALANT BY O 0 ❑ OTHERS F l SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS — TABLE" 1/4" MAX. SHIM AT EACH ANCHOR VL'7FOAM0 2, SEAL SPACE WITH IOSEAL SPACE WITHOR SEAL SPACE WITH LOW EXPANSION LOWEXPANSION LOW EXPANSION AROUND 4 FOAM AROUND 4 FOAM AROUND PERIMETER OF FRAME FILLER PERIMETER OF FRAME FILLER PERIMETER OF WINDOW FRAME WINDOW FRAME WINDOW FRAME SECTION Al SECTION ! ALTERNATE SECTION A2 SCALE: 3/4 FULL 4 SCALE: 3/4 FULL 4 SCALE: 1/2 FULL 4 (NAIL FIN MOUNT), _ (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) w EXTERIOR `` EXTERIOR O = SEAL SPACE WITH LOW EXPANSION SEAL SPACE WITH LOW EXPANSION w FOAM AROUND SHIM R TO FOAM AROUND _ PER OF SUPPORT &ALAL IGN PERIMETER OF WINDOW FRAME WINDOW WINDOW FRAME � 3 INSTALLATION SEALANT BY 0 0 ❑� SEALANT BY 0 0 ❑ CUP OTHERS OTHERS 1 /4" MAX. L SPACE 1/4" MAX. SHIM AS REQ'D TO MAX. 31�16" SHIM SPACE SUPPORT & ALIGN THICK X 3" WINDOW LONG SHIM _ AT EACH CUP SEALANT BY OTHERS SUBSTRATE BY SUBSTRATE BY OTHERS INSTALLATION CLIP SCREW PER BEHIND NAIL FIN OTHERS PER FRAME ANCHOR PER "FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS FIN FASTENER PERi��* REQUIREMENTS REQUIREMENTS TABLE" TABLE" (2 PER CLIP �' El F/ATION TABLE" SECTION ez SECTION B1 SCALE: 3/4 FULL 4 SCALE: 3/4 FULL 4 (INSTALLATION CLIP MOUNT CONDITION) (NAIL FIN MOUNT) w fill''��i c c- , j 4, cn �co 2S Z z Fw�o o ON�o 3 U15 qq w d WNod� I z 0 z z qx J O z Zcoo WQ m wa S � YAM w Wa Sa4, Li z € � 0 i u N U V . 4 N �NZ i I y30 nz z \ _o VI\eD SHEET NO- 4 OF 5 1/4" MAX. SPACE SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS _ TABLE" FIN FASTENER PER ELEVATION SEALANT BY FRAME WIDTH — SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME OTHERS BEHIND NAIL FIN SEALANT BY OTHERS E)TERIOR SECTION c1 SCALE: 3/4 FULL 5 (NAIL FIN MOUNT) 1/4" MAX. SHIM AT EACH ANCHOR SUBSTRATE BY OTHERS PER "FRAME ANCHOR i•; REQUIREMENTS _ TABLE" FRAME SCREW FRAME HEIGHT — - —SEAL SPACE WITH LOW EXPANSION FOAM AROUND O PERIMETER OF WINDOW FRAME PER ELEVATION II� SEALANT BY OTHERS EXTERIOR SECTION C2 SCALE: 3/4 FULL 5 (FRAME .SCREW MOUNT CONDITION) 1/4" MAX. SHIM AT EACH ANCHOR SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE" FRAME SCREW PER ELEVATION SEALANT BY—, OTHERS BEHIND FRAME HEIGHT -- -SEAL SPACE WITH LOW EXPANSION FOAM AROUND O PERIMETER OF WINDOW FRAME FRAME FLANGE SEALANT BY 2 1 OTHERS EXTERIOR ALTERNATE SECTION C2 SCALE: 1/2 FULL 5 (FRAME SCREW MOUNT CONDITION WITH FLANGE) 0.375 (— CONTINUOUS WOOD MEMBER LESS 0.604 --{ -{ 1.020 IN THICKNESS THAN A 2X_ BUCK ':0.500 TO BE MIN. 3 1/2" DEEP (NOT SUBSTRATE BY OTHERS �I REQUIRED WHEN SHIM SPACE IS PER "FRAME ANCHOR 0.225 WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE" 2 485 LENGTH = 3.000" SHOWN IN SECTIONS). 0.60� 4_{ {— 3.000 ® (FRAME RIGID PVC)FILLER 0.80 I11,1 1 (NOTE THAT JOB REQUIRED HEN ' J} J1 0.500 SEALANT BY C� p 0.059 0.059 DESIGN PRESSURE OTHERS Oj FRAME FLANGE O FRAME FLANGE IS OVER +/-35 A (RIGID PVC) (RIGID PVC) 1.325 FRAME AT MUST l 0.060 BE USEDD RE EACH FRAME SCREW) EXTERIOR -T- - FRAME SCREW PER 0.293 4 ELEVATION & "FRAME OINSTALLATION CUP FRAME FILLER ANCHOR REQUIREMENTS - (RIGID PVC) TABLE" OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) (DIRECT MOUNT CONDITION, IS NOT APPLICABLE AT SILL) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) a./ :q f'Lo M C, � 'o 0•v fq .z * O: 7 Jul 6 z O Ln . W N O CL 7 K z Q N S LMA wo�co a SHEET 1 OF 3 M111 Hill loll 4 111111111111 1111 11111 D IS IN RUMIENT PREPARED BY: Name: -Mi C( A, M SiM i �k► r s.4 �,O, F1 . 3 �-7-73 AOTICE OF COMMENCEMENT • •- 6OLL • •r •• T c �_LERK S 0 � 2018042711 i' -:. 2_ r f1 4 GCt[ti.'ts:i•;i 'FEEL: 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 I. DESgRI1PT1ON OF PROPERTY: (Legal description of the property andgtreet address If available) 2 GENERAL DESCRIPTION OF IMPROVEMENT: w VI) U A) T 3. OWNER INFOR>SMATPN OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and Interest in property: - Fee Simple Title Holder Of other than owner listed above) Name: AIL CONTRACTOR: Name: /--")tA)P Address: _ 'V_ Q, laa 125 1"P'19 C�*U- W V Q 4 C-1 3 W,,3 / L) 5. SURETY (N applicable, a copy of the payment bond M attached): Name: Phone Number: Address: Amount of Bond: ti. LENDER: Name: Phone Number. Address: 7. Persons within the State of FlorMa Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1xa)7., Florida Statutes. Name: Phone Number. Address: 8• in addition, Owner designates of to receive a copy of the Llonoes Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The e)piratbn 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. t—"cz� 04/-�-iu (-a WME (5pnah" of Owner c r Leases. or Owners or Leeeea's Dane and Fiwide 91g�ebrYk T ftft -d Onyx d09rsC1or/Parbner/�n � State of County of l "' The for "pstrument ws,& c nowwdgsd before me this c day of by rnanvrw pefson none swramem who has produced Identification ❑ type of Mentificatlon prod rr THOMASSANDIFORD (-Io « MY 60.MMISSION #GG126850 EXPIRES: JUL 23, 2021 Bonded through 1 st State Insurance