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1373 BEACH AVE - WINDOWS rt�%lJr�ra ' s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0027 Description: 7 WINDOW REPLACEMENT Estimated Value: 4772 Issue Date: 2/15/2018 Expiration Date: 8/14/2018 PROPERTY ADDRESS: Address: 1373 BEACH AVE RE Number: 1 i0300 0000 PROPERTY OWNER: Name: ANTHONY SARAH S TRUST Address: 1373 BEACH AVE ATLANTIC BEACH, FL 32233-5731 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: AMERICAN WINDOW PRODUCTS Address: 2633 S POWERS AVE QA KEITH ALAN GURR JACKSONVILLE, FL 32207 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. � t.A,�'%'i�, City of Atlantic Beach APPLICATION NUMBER Js . �� Building Department (To be assigned by the Building Department.) -_t•• ' A A1` 800 Seminole Road Ric t Q -00 00 z 7 \�v Atlantic Beach, Florida 32233-5445 �•J V / Phone(904)247-5826 • Fax(904)247-5845 /z Z /tt5 :o; l9� E-mail: building-dept@coab.us Date routed: 1 ` City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 63'73 EGA-CA.( eArse, De aliment review required Ye No ding D Applicant: l (yER.LQ4V'- W 1 c.D,b a (j Planning &Zoning Tree Administrator Project: / \A.) [ I'' 3 ! )n(.OS Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 11 proved. ❑Denied. ❑Not applicable (Circle one.) Comments: /- BUILDIN / O v PLANNING &ZONING Reviewed by: 171 Date: 2'2- "Zai Er TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 ( -I —9 (c) Job Address: 1 31 J �;;Ie C \ - 'A--e,EL 3-,e3 Permit Number: RE,S I F'-,— v D z 7 Legal Descriptionb--101(o-05-G 1 -tS OS Parcel # 11Q 5C) 'p- (' C ' � 1 F oor Area of S9q.Ft. S .Ft Valuation of Work SI11,0�• ' Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial Residential If an existing structure,is a firs.,sprinklek system installed? (Circle one): Yes No (1-•-17-7--- Florida Product Approval# q • 1/41 For multiple products use product approval form 1 f Describe in detail the type of work to be performed: 1 P1� UJc1nO .S • 1�a Ze ---cc-- S i . Property Owner IInformation:Nam-: 3a C-.. h 4 II • Ori Address: 137 3 . Ci .. ..,.Mitt.'G_'_a S .teF Zip ' Phone ( oLk "S53-S 8 11 E-Mail or Fax# (Optional) Contractor Information: Company Name.', kill C%Cala . i a. Or _ •ualifying Agent: c\--V\ (3 U Cr Address:. . t r -r,.- Ci EiSC:()\Ake. tate FC. Zi Office Phon- •J ) 131- .-41 Job Site/Contact NumberI1pq)13 I-��l Fax O1-I)-131- $fol�� State Certification/Registration • . . o-1 Architect Name&Phone# _ CFCs ,s.t • • , . Engineer's Name&Phone# .41P -Tata. . - •1, . g 3 - 11 is Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address 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 the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for aiperiod of six(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Wort,Plumbing, Signs, Wells, Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and t'xamined this implication and know the same to be true and correct. All provisions of laws and ordinances governing this type ofwork will be complied y ith whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state,or,local law regulating construction or the performance of construction. .% ((/' Signature of OwperG tli --- %` 1/1frol Signature of Contractor Pnn ame, 5 �i ` 7)�t k � c ��....... ,,..�f �/ Print Name Sw. to and subscribed befor= ea��,:.' RODE A�STW Sworn o and subscribed before e Day of •• PL/1:i��?, MV ION#FF 891096 this 13 Day of 111...c.1_11 to az r t. � ��"';',17? EXPIRES:Septe ler 6,2019 /f_ �'I aV��� - '',,.,a ny,P Med thru Budget Notary Services �� l/ _ Commission*4410 10 am 'iii/ 1/1,,: o `'� Pub 5 _.�(1 — c/y. 5Z7 r- ' '' otary 'ubl'" ' . . . n 7 -0,fo" eon,anw WO Revised 01.26.10 A OFFICE COPY PERMIT COPY (.4 7(03 REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: i DATE: 7---2---.20/ --c � CLY` p x U �x 03 N PERMIT COPY Florida Building Code Online https://floridabuilding.org/pr/prapp_dtl.aspx?param=wGEVXQwtDq... " ,•u� FLORIDA OkPAp'RVtkNmr OF v Business & Professional Regulation : - ► J rDBPR HO4t 1180$41$M 08PR DIVISIONS CONTACT DBPR BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Pubications FBC Staff BCIS Site Map Links Search F lorida pr Product Approval USER:Pubic User LA Product Approval Menu>Product Or Apolication Search>Aookation List>Appr ation Detail OFFICE # irt" ..r ? ,` FL# FL239-R24 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By 1 of 4 1/12/2018,3:49 PM Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq... Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 Date Revised 12/08/2017 Summary of Products FL# Model, Number or Name Description 239.1 SH - 200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC16-0505.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0505.02.pdf (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH - 500 (Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC15-0612.12b.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.12b.pdf (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH - 600 (Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.05.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.05.pdf (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH - 700 (Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.06.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.06.pdf (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH - 800 (Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.01.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type, size,and spacing information. Created by Independent Third Party: 2 of 4 1/12/2018,3:49 PM Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq... i Evaluation Reports Created by Independent Third Party: 239.6 SH -800 (Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC16-0714.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.02.pdf (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-3000 (Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612.11 LMI.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.11 LMI.pdf (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Q Evaluation Reports Created by Independent Third Party: 239.8 SH-3000 (Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate C.) Approved for use in HVHZ:Yes FL239 R24 CCAC 15-0612.10 SMI.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 e Design Pressure: N/A Installation Instructions ``�° Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.10 SMI.pdf 0 (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400 (Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A 4—50 Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.04.pdf (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500 (Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.03.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.03.pdf (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Badc Next 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::Accessibity Statement::Refund.Statement 3 of 4 1/12/2018,3:49 PM Florida Building Code Online https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDq... Under Florida law,email addresses are pubic records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mad to this entty.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 emad address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are pubic record.If you do not wish to supply a personal address,please provide the Department wth an emad 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: 1 ecll. Credit Card Safe securitvMil'rRJCs 4 of 4 1/12/2018,3:49 PM OFFICE COPY MIAMI MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AM(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"5400"PVC Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. t NOA No.16-0714.04 MIAMPDADECOUNTY , % Expiration Date: July 30,2020 APPP.OYED Approval Date: August 18,2016 f�� G Page 1 OFFICE COPY PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.06) 2. Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using: Kodispace 4SG TPS spacer system,Duraseal®spacer system,Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5« Edition(2014),dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). 1/4 7////a/1 Manuel Per Product Control 'xa 'finer NOA No.1 s 14.04 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 OFFICE COPY PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'T'ED E. MATERIAL CERTIFICATIONS(CONTINUED) 1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and FBC-5t6 Edition (2014),dated May 15,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.06) 2. Statement letter of no financial interest,dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.06) 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under previous NOA No. 15-0519.06) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No.15-0519.06,issued to POT Industries for their Series "5400"PVC Single Hung Window-N.I."approved on 07/30/15 and expiring on 07/30/20. t3ta/litaft)infi-2-, Manuel Perez;P E. % Product Control Et.am er NOA No.16-0714.04 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE -.-1.7. ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28-1/8"MAX.O.C./,\ 21-5/8' - _ RADIUS-TOP _ --� 52-1/8"MAX.BUCK WIDTH -.- R ARCH•TOP HEADER(SIM. 12"MAX.FROM MAXMAX.O.C. HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT NOT RATED FOR FOR ALL FRAME SEAM �,I 30" r---�'- 12"MAX. /� WINDOW TYPES) LEVEL,SEE SHEETS 6-7 IMPACT RESISTANCE WINDOW TYPES) 1 SHEET 3 MAX.O.C. •(f \y jj -_- -•-' 52.1/0"MAX.BUCK WIDTH --- 1--1 -l ' - 10'MAX.FROM SEE SHEETS r 1.1/4" D.SEE !�— - 8&9 - jf B,SEE -- j-30'MAX.0.C. •-I-, 12"MAX SHEET 3, J_I FIXED VISIBLE 12 MAX f 30'MAX.O.C. FRAME SEAM C,SEE T"� SHEETS - I � w=- --"�" --1— FIXED � I / SHEET4 _ _ _ I I LIGHT WIDTH I I ---,_�-^-----I � _I A,SEE r-- ' Il ! I e,SEE __ 11 12'MAX. I I SHEET 3 SHEETS ii I I FIXED � -SHEET4` ! _- - HEIGHT EQUALLY / I I / VISIBLE �— A,SEE! 1 12'MAX 1 / • / SPACED I I / LIGHT SHEETS I / 1 / EQUALLY ! 17-7/8'MAX.O.C. 17.718"MAX.O.C. I 1 ANCHORS PER SPACED II �_ TABLES 687 I I HEIGHT LI. - - ANCHORS PER -- I --- - -�— 91.78' SPACED I)( 17-7/8"MAX.O.C. I I TABLES 6&7 Q 1 I / O i i / MAX, ANCHORS PER) Q / ] I 84' l 1I I84" l BUCK TABLES 6&7 - 62" O i I N BUCK - MAX. HEIGHTI - i MAX HEIGHT BUCK BUCK _. _._ -..--- 13-3/4"MIA%C O.C. _1}./. AS SHOWN X i i ^ 10'MAX.O.C. HEIGHT x i f 10"MAX.O.C. X I i_ , y HEIGHT X I Q (91.78' I J 1 MAX.) .. _._ 1 EOUALLV I _//7. j 13-3/4""MAX.O.C. EQUALLY I SASH 13-314'MAX.O.C. EQUALLY _ I I / --._ / ----- I SPACED II ;t SPACED VISIBLE j ' SPACED L._._ ._ ___._. BEE ANCHORS PER + ANCHORS PER LIGHT +t ANCHORS PER j 111 TABLES 687 II i / A� TABLES i / HEIGHT AI TABLES / —�1 SHEETS / C - iI I -.'.,6-1/2'MAX. , f_-___ _; ,,6-112"MAX. y --1 -'ca`.6-1/2'MAX. -- ---- - -- .lV. 1 NO ANCHORS AT SILL n _INO ANCHORS AT SILL NO ANCHORS AT SILL '' L J --1 8 f-- B► D.-.. 1-1/4' SEE SILL WEEP- S ��} SEE SILL WEEP- SASH VISIBLE _� SEE SILL WEEP- _ I "`I SEE 60.L WEEP- 52-1f8"MAX.BUCK WIDTH [-.1--,_NOTCH DETAILS, LIGHT WIDTH ���111 NOTCH DETAILS, •-j 52-1/8"MAX.BUCK WIDTH - � NOTCH DETAILS, -NOTCH DETAILS, SHEET 3 SHEET 3 SHEET 3 SHEET 4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME - ---- SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN_WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES B&7 '--O-- (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE.HUNG WINDOW - - - GENERAL NOTES 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS 1 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FRAME,GLASS&ANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM C90 OPTIONS 2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE& 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEG/BOX 3 DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J-CHANNEL 4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS 5 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES 6,7 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES 8,9 7)DESIGN PRESSURES: EXTRUSION PROFILES 10 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. STANDARDS USED: ASSEMBLY&PARTS LIST 11,12 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM 61300, 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FEC),5TH EDITION NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ASTM 51300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT REVISBO B)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL,ADM-2010 as c•mMya9 with Me Ftmida 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NDA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER •AISI-S100-07/S2-2010 Building Ude SHADES OF CAP COATED PVC EXTRUSION NO/VS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUMDESII$7MANUAL Acceptance No ICo-O I 04- Eaphutkn Data )Ti1C"1 � a 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Rebleed By: Date: Revision: •-� Air I JR 05/05/16 A)ADDED SPACERS 71yG w USER INSTRUCTIONS: • r,, TO SHEET 11. EI,s I. .h I amid .�' 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Revised By: Oats: Revision: ' 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. • 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN u PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW l/{- 1 '{j ' ; 1j ! Description: Drown By: OPENING OBTAINED IN STEP I. GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. 1070 TECHNOLOGY ERNE MI.: Dote: 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. N. VENICE, FL 3427$ SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 1 ) `• (941)-480-1600 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, II I Series/Model: Scot: Sheet: Drawing No. Rev: INTEGRAL FIN OR EQUAL LEG/BOX). A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 SH-5400 NTS 1 OF 12 MD-SH5400-01 A PIA 58705 OFFICE COPY TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Listed from Exterior to Interior) Design Pressure Types Options Contigs. Shapes Installation Options that may be used Type Table# Sheet# (see Fig B) (see Table 1) (see Fig A) (see Fig C) 1 3/4"I.G.:1/B"A Exterior Cap+1/2"Air Space+1/8"A Exterior Cap 4 8 ....into 2X Wood Frame/Buckstdp-sheet 3,option 1 2 3/4"I.G.:1/8"T Exterior Cap+112"Air Space+1/8"T Exterior Cap 4,5 6,7 Flange Equal-Ute, Arch-Rect., Through the frame ....into Concrete/CMU-sheet 3,option 2 GLAZING NOTES: (#2) 1-4 O&Cottoview Arch-Top& of the window 3 3/4"I.O.:3/18"A Exterior Cap+3/8"Air Space+3/16"A Exterior Cap 4,5 6,7 &Canape Radius-Top through 1XBuckstrip into Concrele/CMU-sheet 3,option 3 A" ANNEALED 4 3/4"LG.:3/16"T Exterior Cap+3/8"Air Space+3/16"T Exterior Cap 4,5 6,7 "T"=TEMPERED ....into Metal-sheet 3,option 4 ....into 2X Wood FrsmeJBuckslrip-sheet 3,option 1 Box/ Equal-Lite, Square/Rect., Equal-Leg 1-4 Oriel/ProNew Arch-Top& Through the frame ...into Concrete/CMU-sheet 3,option 2 (#4) &Cottage Radius-Top of the window ....through 1X Bucketrip into Concrete/CMU-sheet 3,option 3 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ....into Metal-sheet 3,option 4 •MIN.OF 3 THREADS Min.Edge Min. Through the ....into 2X Wood Freme/Bucketnp-sheet 4,option 5 Group Anchor Substrate BEYOND THE DistanceMETALEquat-Ute, Square/Rect., Embedment' SUBSTRATE.FOR J Channel integral fin ....Into Metal-sheet 4,option 7 STEEL STUDS, (#1) 1-4 Odel/Proview Arch-Top& P.T.Southern Pine(SG=0.55) 7/18" 1-3/8" &Cottage Radius-Top Through the frame ....into 2X Wood Frame/Buckstrip-sheet 4,option 6 #10 SMS MIN.Fu=46 KSI& (steel,18-8 S.S. Steel,A36• 3/8" 0.050" MIN.Fy=33 KSI. of the window ....into Metal•sheet 4,option 8 or 410 S.S. Steel Stud,A853 Gr.33' 3/8" 0.0451"(18 Ga.) Through the ....Into 2X Wood Frame/Buckatrip-sheet 4,option 5 "UNGROUTED CMU" Integral Fin Equal-Ute, Square/Rett.,integral fin A Aluminum,6083 ,...Into Metal-sheet 4,option 775• 3/8" 0.050" VALUES MAY BE 1-4 Oriel/Proview Arch-Top& P.T.Southern Pine(SG=0.55) 7/16" 1-3/8" USED FOR GROUTED (#3) &Cottage Radius-Top Through the frame ....Into 2X Wood Freme/Buckstrip-sheet 4,option B 3/16'steel Ultracon Concrete(min.2.85 kni) 1" 1-3/8" CMU APPLICATIONS. of the window ....into Metal-sheet 4,option 8 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" #12 SMS P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES B steel,18-8 S.S. Steel,A38" 3/8" 0.050" ( Steel Stud,A853 Gr.33' 3/8" 0.0451"(18 Ga.) ••^ • or 410 S.S.) / : I�� ' Aluminum,6063-T5' 3/8" 0.063" 1/4"steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/4" (2) U1 0 ' C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 1/4"steel Cretefiex Concrete(min.3.35 ksl) 1" 1-3/4" (/ 1' ,t BOX OR iir 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-3/4" f/ FLANGE EOEGL 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" EQUAL-LITE ORIEL COTTAGE• ill ��� 1/4"steel Cretefiex Concrete(min.3.35 hal) 2-1/2" 1-3/4" C i D 1/4"steel Crelefiez Ungrouled CMU,(ASTM C-90) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES P.T.Southern Pine(SG=0.55) 1" 1-3/8" —.-(BUCK WIDTH)-- ---.--I BUCK WIDTH H--—"–{BUCK WIDTH H-- 1/4"steel Aggro-Gator Concrete(min.3.275 ksi) 1-1/2" 1-3/8" I dill �^ P.T.Southern Pine(SG=0.55) 1" 1.3/8" r'>__ ' 'i 1/4"steel Aggro Gator Grouted CMU,(ASTM C-90) 2" 2" �/ T l III 0 a' W iu •i J-CHANNEL INTEGRAL L._.. x x rz FIN .� y//// �j J -- Y LI' _ L=_._._._,, Jilt t JI TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP Min.Edge Mln. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED Group Anchor Substrate BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING us complying With es BM*DistanceEmbedment' DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Code E 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/16" THE TABLES ON SHEETS 6-9. Acca Imre Nu 16.0 14.04.4.o4n Expiration Dote I1 is '2D`ti 2-1/2"Ring-shank Roofing Nell P.T.Southern Pine(SG-.55) 3/8" 2-7/16" • Rastsad By: We: Rawalon: �Ir/ •. P.T.Southern Pine(SG-.55) 1/2" 1-3/8" (Nr r M iuni nee Ca!n�irtV #10 d SMS Aluminum,6083.75' 3/8" 0.050" p.,„„ wsa Rad By Wore: Revision: (steel,eel,18-8 S.S. Steel Stud,Gr.33" 3/8" 0.0451"(18 Oa.) • or 410 S.S.) •MIN.OF 3 F Steel,A38' 3/8" 0.050" _ P.T.Southern Pine(SG=.55) 9/16" 1-3/8" THE ME ATHREADSBEYOND ' /, /, ® Dasorlpdon: Drown By: #12 SMS Aluminum,8083.75' 3/8" 0.083" SUBSTRATE.FORL (•Cid GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI (steel,18-8 S.S. Steel Stud,Gr.33' 3/8" 0.050" STEEL STUDS, 1070 TECHNOLOGY DRIVE TNN: Dors: or 410 S.S.) MIN.Fu=45KSI& N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 Steel,A36• 318" 0.050" MIN.Fy=33 KSI. (941)-480-1600 Sarfee/Modal: Scots: Sheat: Growing No. Ran: A.LYNN MILLER',P.E. CERT. OF AUTH. #29296 SH-5400 NTS 2 OF 12 MD-SH5400-01 A P.E.#58705 • INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 (� I EDGE DISTANCE SEE NOTE 2,THIS SHEET. I� EMBEDMENT ANCHORED THROUGH —J EMBEDMENT —� I/q•MAX SHIM 0 0 �-- I . FRAME INTO 2X WOOD �Clir! 1/4'MAX SHIM —+•I FRAME OR BUCKSTRIP. \� SASH VISIBLE I EDGE SEE NOTE 2.THIS SHEET. EMBEDMENT EDGE �. _ .--� \ LIGHT WIDTH [:�'� C DISTANCE �• — y1 DISTANCECE r 1 � / �' •. FLANGE FRAME - i 1 •••.• [- SHOWN JUr .1.A! 1_ LI 0TVPE VAR ES --- .� ... • MAXmi.— • 0 • AND EDGE © ' � EMBEDMENT AND EDGE DISTANCE PER , ` ,. 111111- S ' DISTANCE PER EDGE SUBSTRATE,�'i DISTANCE PER SUBSTRATE, SUBSTRATE, 1 •■I :. Q SEE TABLE 2.SHEET 2. SEE TABLE 2,SHEET 2. • EMERIORQJ DISTANCE SEE TABLE 2, ■11 • I1 SHEET 2. — ►�- FIXED VISIBLE O /I r FIXED ' 0 ©i OPT.SASH TOP FLANGE T'� LIGHT WIDTH EQUAL VISIBLE (�T� _�LIFT RAIL FRAME 2 ,jLEG/BOX QUAL. LIGHT NOTES: SHOWN BUCK WIDTH FRAME HEIGHTII FOR ALL WINDOWS: SHOWN 1 ANCHOR I�3.55" 1)USE ONLY HORIZONTAL SECTION A-A 0 FROM END AND AT SUBSTRATE-APPROPRIATE _ CENTER. ANCHORS LISTED ON TABLE 2, ,�� i © FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND II Imo! I I" �'-'' OVER 36'WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. Gva�.�� ?,� EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. ® (t �ij 1 ADD ADDITIONAL INSTALLATION OPTION SHOWN MAY 0I r IIIA JJ� Q©Q O FOR FROM WITH BE USED ON ANY SIDE OF THE U WINDOW. 1/4"MAX i SHIM Flo OR#12 STEEL 1/4"MAX. BOTTOM LOCKS: 2)MASONRY ANCHORS MAY BE BUCK 0 � ' T•-•) O 0 ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, /�/� SELF-DRILLING SHIM HEIGHT Q ►r FSCREWS @ ROM END.8 SMS(G5),SEE /rte SHEET 2.ALL WOOD BUCKS LESS �j -tares 0 � III THAN 1.1/Y THICK ARE TO BE /ri__SHEET2 r TABLECONSIDERED 1X INSTALLATIONS.1X /EXTERIOR VISIBLE WOODBUCKSAREOPTIONALIF LIGHT UNIT IS INSTALLED DIRECTLY TOHEIGHT SUBSTRATE.WOOD BUCKS QDEPICTED AS 2X ARE 1-1XB THICK USE EITHER OR GREATER.X AND 2X BUCKSOPT. © LATT MCH LOCK. TO PRO RLY TRANS ER)SHALL BE ESIGNED LOADS TO EQUAL /L'S! Q BO 0 FLANGE INTERIOR B1 ® © �-" ""/�.�� © TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME / rp LEG/BOX /WEEPLOCATION:8.5/8" DESIGN AND INSTALLATION IS THE SHOWN, �ii � FRAME / ' �NOTCHES AT FROM SASH END. RESPONSIBILITY OF THE ENGINEER „�A SHOWN , B�,EACH END. Q IOR ARCHITECT OF RECORD. EXTERIOR —l_ _ O`i M I Q3)VISIBLE LIGHTWIDTH OR HEIGHT INSTALLATION ,� INSTALLATION 1 (ALSO REFERRED TORS DAYLIGHT OPTION 4 OPTION 4 PRODUCTI1EVISBD Q OPENING)IS MEASURED FROM _ no complying dwiM B.Blonde T ANCHORED THROUGH ANCHORED THROUGH Building Code BEADING TO BEADING. FRAME INTO METAL AenepBelco No_!(o•0 /4.a4• EQUAL-LEG/BOX�� -- --� f-1/4'MA%SHIM FRAME INTO METAL WA ,2.02b '�— rel' Dote { FAME SHOWN �i l—lr-7oT--117 Revised By: Dote: ReW/on: y Uy _ .2r X 1.28" �� NO ANCHORS ir,,, Revised 8y: Dote'. Revielon: Mew:a 1'roMfct Con WEEPHOLE ' REQUIRED IN VISIBLE LIGHT FORMULAS W/COVER 0 O 1 • FLANGE OR 2.87"FROM • EOUAL•LEG WIDTH ' EACH END. FRAME• SILLS ®SASH:BUCK WIDTH-6.1/2" - 6 ,e Description. Drown Br e . ' " • GFIXED LITE:BUCK WIDTH-4.318' "` �` FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHTIEQUAL-LITE) o (. 1070 TECHNOLOGY DRIVE DOE Dole: VERTICAL SECTION B-B BUCK HEIGHT/2-3.16/18" N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 (941)-480-1600 Serfes/Mod I: Seale: Sheaf: Drawing No. Rev:A.LYNN'MILLER,P.E. P.EI/W705 CERT OF AUTH. #29298 SH-5400 NTS 3 OF 12 MD-SH5400-01 A INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN •INSTALLATION OPTION 5 -_�___.1 2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR EMBEDMENT NOTE 2.THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. I'� EDGE DISTANCE ANCHORED THROUGH INTEGRAL 1-4.- EMBEDMENT +• II' �' �f IIIFIN INTO 2X WOOD FRAME OR ' -+- 1/4'MA1 X SHIM IBUG(-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 1/4"MAX SHIM -+rSHEET. r " TYP,ANCHOR TYPE, SASH VISIBLEJ-CHANNEL ` tEMBEDMENT AND EDGE +��^� UGHT WIDTH rL-�� L'FRAME . 1 DISTANCE PER SUBSTRATE, SHOWN O 1 SEE TABLE 2,SHEET 2. r �I41,[rt 'r t____ TT` }ot— - (SCEW SHOWN)T >�t ©TYPE VARIES I EMBEDMENT..na,u.00 L________Jr-1— _ L-1/4"MAX SHIM ��� O WITH SASH O TYP.ANCHOR TYPE, DISTANCE © 0 ® r EDGE (11I -rWEIGN EMBEDMENT AND EDGE I i .... I' YII 1 ,L JJJ��� DISTANCE PER SUBSTRATE, L,_ flJ�,.,1SEE TABLE 3,SHEET 2. TYP.!: (NAIL SHOWN) a �EXTERI� © INTEGRAL EMBEDMENTRAND EDGE (t_:T__ I FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, FIXED 0 Q1 OPT.SASH TOP _ -�•I LKiHT 1MDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE / � J UFT RAIL J FRAME L 0 SHOWN (NAIL SHOWN) LIGHT 1 ( ) r-^I HEIGHT _, FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" ----__ BUCK WIDTH FROM END AND AT 1)USE ONLY 1__. ® HORIZONTAL SECTION C-C � III CENTER. SUBSTRATE-APPROPRIATE - --- D FOR WINDOWS ANCHORS LISTED ON TABLES 2 6 3 I"�'( t ��.... 0 OF SHEET 2.FOLLOW EMBEDMENT OVER 38'WIDE: 1/4.MAX. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD, AND EDGE DISTANCE LIMITS.ANY _ _ _ __ D 1 i'- ADD ADDITIONAL SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2 6 3,SHEET 2. � �IIi�1'j SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY m111 t I_�i 000 O FORRWIEND. BE USED NDOWS WITH WIDOW.ON ANY SIDE OF THE _/' BUCKrti `iL BOTTOM LOCKS: / 81O OR 812 STEEL 1/4"MAX. HEIGHT ©i 17 D ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE 01 SELF-DRILLING SHIM �. SCREWS®&3/8" USED INTO WOOD AS PER TABLE 2. /' SMS(.:ISE),SEE FROM END. SHEET 2.ALL WOOD BUCKS LESS •p. TAB2 6 3, / ']�.r J 4 Q THAN 1.12'THICK ARE TO BE III `-I( SHEET 2. (-' SASH CONSIDERED/X INSTALLATIONS. / I J EXTERIOR LIST UNIE 1X T IS BUCKED DIRECTLY TO IF / ' .... I. USE EITHER HEIGHT SUBSTRATE.WOOD BUCKS / I' • % ORTBBOOT'OMWN) DEPICTED AS 2X ARE 1-1/2"THICK .1011 O I 1 OR GREATER.iX AND 2X BUCKS / �� OPT. 0 -� LOCK(SHEET 3)• t L ` /r-il� (WHEN USED)SHALL BE DESIGNED iIO I,I '- © QLOCK( UNIT '__.J I . �� FIN AND/OR '1ll 2 1' ©i _l TO PROPERLY TRANSFER LOADS -J INTERIOR ® �; 1• LOCATION:6.5/B' TO THE STRUCTURE,WOOD BUCK FLANGE REMOVED j _ 1\/ WEEP Ji4 FROM SASH END. DESIGN AND INSTALLATION IS THE `� IN-FIELD � NOTCHES AT ©i ,'� " RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN jilerM I /EACH END. 'IlI �� NO ANCHORSOR ARCHITECT OF RECORD. FRAME SHOWN ILII. 21-i i--L-• ` � I D REQUIRED IN FRAME /��ia I SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 8 Flt(rDl1C'I'$wEb lbO OPENING)IS MEASURED FROM OPTION 7 ee complying with the Rod& i,�' 1/4"MAX BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO Building(:ode I b,O LQ,O4. INTEGRAL FIN `�- METAL(INTEGRAL FIN/FLANGE REMOVED Aeonptmco No FRAME SHOWN '• am MN SHIM I INTEGRAL FIN INTO METAL ) C;x Mian mi. m. (• or—�f] d ,.2AQO Mvlwd By: Da N: Revision: .27"X 1.25"WEEPHOLE II IIY •Or• '� 38 W/COVER @ 2.87'I r . Mi ani a FrodoG Cmnnd FROM EACH END.I ���F ReeLW By: Date: Revlaion: VISIBLE LIGHT FORMULAS TYP.ANCHOR TYPE, 1141"-----11'' ��EDGE DISTANCE EMBEDMENT AND EDGE mum Drew, DISTANCE PER SUBSTRATE, __1.. @SASH:BUCK WIDTH•6.12 __::..rr 19 Deeorfption: By: SEE TABLE 3,SHEET 2. ---.-1 EMBEDMENT @ FIXED LITE:BUCK WIDTH•4-are- Q"6 ,f f. 16 J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT(EQIIALLITE1 1070 TECHNOLOGY DRIVE Title: Dote: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2•3.15/16" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED THROUGH INTEGRAL RN (941)-480-1600 INTO 2X WOOD FRAME OR BUCK- So40./Mod.: Scab: Shwa Drawing No, Rim A.'LYNN MILLER,P.E. STRIP.SEE NOTE 2,THIS SHEET. p E#66705 CERT. OF AUTH. #29296 SH-5400 NTS 4 OF 12 MD-SH5400-01 A —( 3/4"NON. I— --.1 3/4"NOM. 3/4"NOM. n 3/4'NOM. 1-nr_. 1/8"A GLASS— 1/8'T GLASS ,� 3/16"A GLASS • 3/16"T GLASS • 1/2"AIR SPACE 1/2"AIR SPACE ' 3/8"AIR SPACE �� 3/8"AIR SPACE Ill 1/8'•A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS G]EXTERIOR <3 EXTERIOR G]EXTERIOR C=-I EXTERIOR ® 1kNAI ye•T9 --' m iIre GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 J' - \ 1n•NOM.GLASS (7679)-- BITE TIP. 73 f+I 31 J Ci p,ifiNf �'EXTERIOR ® , J 1I- 78 I� Ill PRODUCT RE VIS60 scomplyio8 with iho Florida Building Onic _4r' I�t�li-1JRevised ByDote: Revision: nawMmce No 1 S•• . C - Expiration Ona 1 s tax .l BY-7k La! Mimi r ado Product'( TYP.GLAZING DETAIL �� Revised By: Dote: RevisionMimiV go Description: Drown By: GLAZING DETAILS J ROSOWSKI 6rill( 1070 TECHNOLOGY OWE Me:: tote: . GLAZING NOTES: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 "A•=ANNEALED • (941)-480-1600 "T"=TEMPEREDSertee/Modet: Scale: Sheet: Drawing No. Rev: 'A.LYNNMLLER;P.E. CERT. OF MAK #29296 SH-5400 NTS 5 OF 12 MD-SH5400-01 A PIE 1158195 TALI G 4• e14wlyes. 5oilam Sun son Onlpn Pre4sure(I2.908') 1.4 0p044un b Own 540+ 8.1104.1+.1 70'0.4 Wei' R.ng. Window Bock 0.45111111.0 Rl 104194 5140+ On) 18 21 33 1 36 40 46 02.320 23.6 E40114 11354 .60.0 •100.0 •60.0 -1000 •600 .100.0 060.0 -1060 .60.0 .1001 40.0 49.0 400 42.0 514461014149+ 11.617•15.1170 .60.0 --100.0 40.0 -100.0.60.0 .100.0 .60.0' -100.0 .50.0 -1000 +000 470 .50.0 40.0 211 65449141 11.163.14.516 40.0 -1010 •600 -1000 40.0 .100.0 .50.0 -100.0 .50.0 1000 450.0 -200.0 .60.0 47.1 61.96+4 ProMw 11.077-11.642 00.0 .100.0 .500 200.0 .000 -1000 4600 -1060 450.0 -100.0 .60.0 -100.0 050.0 -94.0 1040 23517-25266 .500 1010 .600 200.0 4600 400.0 .50.0 1900 4500 .1000 .60.0 490 ' 000 -77.9 _ 914.340.Cottage 93.065-23014 .000 1000' .600 100.0 .600 1000 .500 100.0 4600 -1060 .60.0 48.6 •60.0 791 6 37.375 EplWp6 11517.20.957 .00.0 1000' +00.0 -1000 400.0 500.0 .60.0 100.0 .000 -100.0 1000 491 .600 .160 �� • -Sl. dPI0MW 14517-17.516 .50.0 -1000 .600 100.0 000.0 100.0 .000 100.0 460.0 -100.0 •500 44.2 .00.0 •762 004601 11.371•14.010 .60.0 -1000 .50.0 -1000 *60.0 1000 450.6 100.0 X60.0 -1000 .60.0 43.0 .600 -136 10001 27603.31011 .50.0 -100.0 4660 '.100.0 .60.0 •100.0 .60.0 470 .000 -66.0 4300 -76.0 400.0 .71.0Iff ----- - Custom 3174 26117.27.512 00.0 -300 10. .0 .60.0 -100.0 450.0 -100.0 .00.0 20 .60moo 000 .50.0 42.0 .60,0 •709 111 iii HEADER Wd SI+ C4149. 23.517.25745 .600. -100.0 0000 -100.0 400.0 -1000 460.0 .100.0 0500 •100.0 460.0 •79.0 .001' 209 It� 44 0.44114 2.017-23.510 .00 00 0' 400.0 . .0 -100.0 .600 -100.0 450.0 -100.0 4500 -100.0 460.0 -76.3 4500 -70.3 61+4 M .6 .10 Pro0 17.617-20.615 0.0 4000 450.0 -100.0 +50.0 -100.0 400.0 -540.0 1600 .100.0 .60.0 -795'' 050.0 -70.4 0w1+4121 14.617-17.516 40.0 -1000 450.0 400.0 450.0 100.0 .60.0 -100.0 4500 -.100.0 4000 -79.5 - .500 .712 01106501 11.377-14.516 .50.0 -1000' 460.0 200.0 00.0 -100,0 .00.0 -100.0 4600 44.1 4000 261 4500 -71.6 1.1941 31.603-35651 000 -1000 .00.0 2000 .63.0 000 4000 493 .600 49.3 450.0 -740 460.0 49.1 61..Wd0511p. 26617.31.002 400.0 4000 460.0 .1000 .00.0 -1001 4500 ..100.0 .nolo. 45C-4 400 23.6 460.0 456 I . E0414119 20617.26.61. 0500 .100.0 450.0 400.0 40.0 •1000 .80.0 •1000 .600 40 0 2 00 -714 .50.0 436 LI D MEETING RAIL 46 01+5410 R000 57.617-20.616 00.0 1000 .00.0 .1000 40.0 4000 000 -100.0 .60.0 117.1 .60.0 44.9 450.0 410 _Cub.Sew 14.617-17.616 410.0 -1000 .60.0 -100.0 .500 -100.0 .004 -106.0' 000 _420 .600 .76.3 460.0 46.1 •00^� ® 28 i-� - 0w0malp 12.517•14.54 450.9 •1001 0500 .100.0 400.0 -100.0 .601 46.7 450.0 47.0 4500 -23.6 -.60.0 416 ' II----ii = Ilg SA+WI 11.377-12.616 .50.0 -1000 450.0 -1000 +00.0 490 430.0 43.6 .660 .50.7 4600 22.2 .56.0 47.3 �'r1TW01 33.205.37636 .50.0 -100.0 050.0 494 .60.0 443 .60.0 422 .600 41.9 .60.0 .716 .60.0 44.5 I_VS yl61.57414 Cenga 26.617.33.207 050.0 400.0 .60.0 -103.0 .600 -/000 .60.0 •125.0 .660' 43.6 .250 -71.1 4500 43.3 , .�7\\,} I•�, 5 Eeml61. 23617.26.615 •550 -1060 400.0 .100.0 050.0 -100.0 .500 .5060 000 -94.6 .50.0 -72.5 .60.0 45.1 I Cl 45.006 0000+6106 25617.23610 .60.0 •100.0 +500 .100.0 00.0 -100.0 .660 .1010 4000 Ml .600 -72.0 400.0 45.1 / \ ,� 0100004 P1o.0 57617.20.516 460.0 -100.0 .50.0 -100.0 4000 -1000 466.0 -100.0 00.0 45.0 450.0 -73.7 .600 46.6 1'f--- 500450701070 SASH Galan Sirs 14.617-17656 00.0 -100.0 .50.0 •100.0 100.0 -1000 .600 -90.0' 4500 -16.6 •00.0 .76.1 450.0 47.1 EMERIOX Cobm5116 12517-14616 *60.0 -100.0 450.0 -1000• .00.0 437 .60.0 426 000 46.7 40.0 -722 .50.0 473 '�'/ • HEIGHT 614040 11377.12.016 400.0 -100.0 450.0 486 450.7 40.7 .60.0 47.0 .660 41.9 00.0 49.5 .60.0 44.4 T01..1 30617-41044 410.0 100.0 450.0 42.5 400.0 -712 .50.0 40.5 000 47.1 *60.0 491 400.0 49.2 &+6100011.0. 31.617-36.616 4500 •100,0 .50.0 40.2 *500 •65.3 .610 450 .600 46.4 450.0 44.2 .50.0 44.6 JAMB Ir11 0400415 26.517.31.515 400 -100 40.0 400.0 .600 --100.0 .500 .96.7 460.0 46.7 .00.0 43.7 .60.0 46.3 23 !�' 51610•61P504.2. 23.517-26.615 4600 4010 460.0 04.7 00.0 -615 0500 450 .00.0 .519 .50.0 45.4 •000 47.5 111 01 62 0025 + 20.617-33.616 40.0 -1000 .00.0 40.3 .60.0 .77.0 '.600 -741 .500 -73.6 40.0 44.6- .50.0' 45.0 iii•�''}N 0*00001Sim 17.517•20115 .60.0 47.3 000 -79.9 00.0 457 000 466 460 44.2 000 406 -.4-066 0 45.6 Cullom 4174 14.617.17.510 40.0 416 4500 .730 40.0 41.6 4500 46.5 00.0 47.0 460.0 .656 40.0 43.11 SILL I ,' ^}'.I Cuolam 94 13017-14516 .50.0 45.1 0600 .100 .50.0 .590 450.0 45.0 4000 -079 .500 424 .60.0 41.5 l� I .001.111 11964-11 Ota 4000 41.7 050.0 41.4 460.0 .57.0 400.0 419 410 1116 .50.0 mo 100.0 40.0 --_--- -- TOM TOM 39.617-41644 .600 -106.0 00.0 42.5 .60.0 -712 .50.0' 496 .600 47.1 .500 406 .60.0 430 • I/1 CIA100 Sip 30.617.39 616 00.0 --190.0 450.0 46.7 160.0 -77.6 .600- 26.0 4560 .74 1 .500 40.0 00.0 43.1 r;. ' 09.41410 35.617.34.516 40.0 •1000 4000 41.0 000 406_ 460.0 -70.0 .500 -77.9 400.0 40.0 .50.0 42.4 ;TiT�r�"T-issw�e 75 Cpb.04 32.617•30.516 .500.0 •103.0 450.0 46.3 40.0 -14.0 .50.0 21.4 1600 -70.7 40.0 40.2 40.0 42.6 6440010 P104+v 29.517•32016 40.0 44.5 160.0 -77.5' 4500 493 400 413 .0.0 411 40.0 40.2 .00 436 CMroma29 26.511.29 MO 060.0 412 .60.0 -71.0 .60.0 400 .50.0 459 .660 44.1 .690 466 060,0 41.5 SECTION DETAIL FOR WINDOWS WITH 5158.91 21416.21510 .30.0 400 400 40.0 .50.0 491 40.0 400 4500 430 .60.0 41.4 000 40.6 504141114 35.657.41644 .50.0 .946 .60.0 271 4506 493 .50.0 433 .50.0 411 .60.0 411.4 .50.0 406 LEVEL R1 REINFORCEMENT&GLASS TYPES 1-4 64 Cw10m91u 35.017-U.616 .560 472 450.0 21.0 4500 400 4500 445 40.0 449 .500 43.6 40.0 406 - - ----- . (REINFORCEMENTS SHOWN IN FIGURES SWUM NAVA 33.616.35 516 moo 437 .60.0 47.5 .50.0 -57.0 0500 43.0 4500 444 .50.0 250 4500 400SWUM 91.75 7441 •• -41.644 460.0 .53.7 .50.0• 47.6 4500 .67.0 400 419- .500 416 400 40.0 40.0 401 ABOVE APPLY TO ALL FRAME TYPES& SEE TABLE 6,SHEET B FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) .'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCT REVISED 114 complying With the FI471ids 131614/46CblIA A000p161100 N4. •., 4 P+pirnlimn Dole 61 2t RiWeed By: Dob: Revleton: By 'f14J -�Tl ' • � Mioml1, iI IM1111M1(imsol' NOTES: • ,*0 • '- 70.+011.4 By: Dab: Revision:1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME a 6' (6'(�f 6 �0$ DESIGN PRESSURE TABLE J Drown By: OR INTEGRAL FIN. • I I 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. 1070 TECHNOLOGY DRIVE 77019: Dab: N. VENICE, Fl.34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR • (941)-460-1600 HEIGHT DIMENSION SHOWN ON THE TABLE. ' ' Serbe/Model: Scale: Sheet: 0706)014 No. Rev: A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 SH-5400 NTS 6 OF 12 MD-SH5400-01 A P.E It 58705 TABLE 5; 012 Tp.. Doom Bob 8.11 Design Rossi/re(Ihf It') 0.9 0uaro0on lor 005 14.071 551,1.0.1 Range/2 Window Rang .endow Buck DOJO Mn) Rt MON 56.42 Inl 36 24 3336 _ 45 4 51125 23.5 200141149 46 113 .0 -1300 460 -130.0 .66.0 -130.0 *450 -120.0 .66.0 .1300 450 -1260 46.0 .1200 Blend.Canape 14.517-16.e70 46.0_ -1360 450 -130.0 .660 -130.0 450 .130.0 460 .130.0 46.0 -127.0 46.0 -110.0 26 E16'6.100 11.013.14315 40.0 -530040 _ 50 -120.0 *06.0 -1300 40.0 •136 .6 0 410 -130.0 460 -1300 6.0 .1300 S1..005prw1.w 11.377-11682 465.0 •1200 460 "-130.0 .6.0 -1300 '.66.0 -130.0 4560 .1100 460 -7300' .56.0 -1230 T.M., 23611.26201 .66.0 .1300 *85.0 -1300 46.0 -130.0 460 -1300.0' 460 1300- .050 4210- 46.0 -113.0 _ S1.W9 r00611. 2009.23.516 46.0 -1300 465.0 -130.0 .660 -130.0 400 -110.0 464 .1303 .650 -124.6 .65.0 -113.3 6 37010 £6451411. 17617.20.057 *66.0 -120.0 .000 -130.0 .65.0 -1300 46.0 -130.0 4460- 6 -130.0 10--2 .11 1.2 6.0 -114.3 __• 010040n1174.44 14.617-17.616 410 -1300 •060--110.0 46.0 -130.0 45.0 -1200 •60.0 .1300' *440 -1222 460 .110.2 8164es1 11177-14.614 *660 •1300_ 086.0_-130.0_ .66.0 130.0 006.0 .130.0 4060 -130.0 *46.0 -1150 •60 0 -107.0 '....... , T.WI 27.653.31.911_.66 456.0 •1300 410.0 -130.0 466.0 -130.0 .06.0 .121.0- 460.0 -1160 4630 400 .500 43.0 Cullom sl70 26617.27.082 0 -1300 .800 •130.0 .6 4 4 0 -130.0 60 -130.0 45.0 -1300 60 -1163 4060 -103. V HEADER Standard Cn1.4e 33.517-26.015 .56.0 -1300- 400.0 -1300 460.0 -130.0 0650' -130.0 460 -1300' 460' -110.0 466.0 41.2 41 [342141* 20.017-23616 .55.0 -1300 410 -130.0_ *65.0 -130.0 .05.0 -1300 .66.0 -130.0 40.0 -1060 4650 48.4 .01,....01301.0- 17.617-20016 466.0 -130.0 *06.0 -130.0 466.0 4300 *660 -130.0 405.0 -1300 4630 -1060 4060 466 C4.l*m Stu 14.607•17.615 45.0 4300 456.0 -130.0 *05.0 -130.0 4650 •130.0' 465.0 130.0 405.0 -111.3 486.0 41.7 S1031..1 11.377-14.616 45.0 -130.0 -A4660 .130.0 466.0 .130.0 .66.0 -120.0 400 -130.0 .W.0 -1110 460 •101.7 Towel 3114 6.0 M 3.311 . ,0` -130.0 45.0 530.0 066.0 .127.2 ".66.0 -136.1' 4460 4160 465.0 49.0 .660 430 sl.15.e Collage 26617-31663 486.0 -1360 46.0 .130.0 4060 -130.0 466.0 I 430.0- 45.0 -1300 405.0 -103.3 .50.0 42.1 Lepel+. 70617-21.511 *560 -1300 45.0 -1300 000 1300 400 436.0 410 -1200 *060 100.2 66.0 456MEE RAIL 44 01aMa14 713012* 13617-20.016 .460 4300 460 1300 86.0 -1300 .060 430.0 4560 .1100 46,0 1038 u.0 43.7 c lax sue 14.017.17615 .06.0 -1300 460 130.0 06.0 1300 .660 •00.0 .000 -1300 05.0 -19.0 01.0 453- ® k U _ - a -1 'Colon 51412.611•Nb16 46.0 •1106 810 1x.0 6.0 470.0 .630 •120.0 .6.0 •00.0 560 410.8 0540 460 ' --_ J U - o s 8.070.1 11377-12615 465.0 430.0 65.0 1300 860 4300 .66.0 -1300 4660 -1300 860 114.6 65.0 -101.8 -r I WW1 30263.31.536 465.0 •1300 .63.0 -1300 .60.0 -115.0 46.0 -116.1 4660 -114.7 4060 49.0 .65.2 43.0 ,L �� II ' _-- 15.606 Celle. 20607-33.207 .66.0 -1300 .85.0 130.0 .66.0 -130.0 +66.5 -1300 .660 130.0 4560 45.6 *60 460 695146. 23.617-29.516 65.0 -1200 460 130.0 .65.0 4300 4060 -130.0 .65.0 -1300 1060 -101.6 *06.0 41.1 3 - - ... 3 49026 C014131a 20.517-31246 46.0 -110.0 45.0 4360 45.0 4300 .65.0 -110.0 460 100.0 .6.0 -1020 46.0 432 1 II 2 8141461160.44 teen-to.e6 610 -13ao .6.0 130.6 .66.0 4360 .Ss/ -Ixo .e60 4426 .bso 4032 .660 42.1 Colon 11138 14617.17.616 4660 -130.0 .06.0 130.0 46.5 .00.0 450 -1360 •660 -1300 .630 -106.4 .6.0 43.9 R21'ENg1R SASH CUm6184 2.607.14616 .66.0 -1300 .660 130.0 46.1 -130.0 405.0 .101.6 46.0 -129.5 4550 .1016 .66.0 17.4 Jr Exruoaa HEIGHT 50600.1 _ 11.317.2,618 460 -1300 .66.0 130.0 *660 -3242 .650 -21.0 45.0 -017 455.0 -1133 *66.0 -1064v Taunt 18.617.41144 466.0 •1300 460.0 115.8 466.0 467 446.0 461 .06.0 .64 460 421 *660 410 01116.11 C+1001 31617-16.011 *6.0 •1300 440.0 •130.0 .66.0 •1230 406.0 -121.0 *660 -1210 4650 ":61-11 45.0 .703 E4 01470 26.517.31816 46.0 •133.0 45.0 -130.0 46.0 -130.0 .65.0- •1360 '4060 .7169 466.0 40.2 460 561 JAMB R 815033551Pr7Aew 23011-31.50 .6.0 -1300 465.0 -130.0 46.0 -122.6 .6.0 -130.4 4660- -1202 066.0 450 45.0 41.0 63 260+100181. 20.511-33.616 46.0 -130.0 46.0 -123.7 46.0 -507.0 .6.0 -100.4 4460 -103.1 460' 433 4450 433 ® 1911\ -ODOR 81re 11.017-20.615 460 -1600 .65.0 -411.0 .6.0 481 .60 42.1 400 410 156.0 49.3 45.0 440 070707 1,1 Colors 006+ 14.617-17.615 46.0 .1254 466.0 -102.2 -.60 .6 6. 1 40 424 '41 46. 0 -790 0 -763 .850 ' -70.2 SILL II .Colors500 13017.14110 .6.0 -5206 .05.0 410 46.0 42.6 .660 •763 0010 .74.5 450 -73.4 46.0 .73.4 11� (((''''1 701x1 31.64.41014 46.0 -111.0 4650 116. 46.0 •167 166.0 -761 06.0 -131 457 .70.0 46.0 .040 , _ T•Ilnl 39.517-41.644 46.0 430.0 .60 -116.1 .6.0 -00.1 .06.0 -969 .866 430 46.0 41.0 .6.0 4/.1 Custom BW 3662.39.516 46.0 -4300 46.0 -124.2 46.0 -100.4 4560 -1060 46.0 -16.7 450 M0 *6.0 44.3 [49144. 35011.30518 460 •130.0 460 -124.1 46.0 -113.1 460 414.9 .6.0 4010 450 440 .65.0 -723 I z 75 C4lom512e 32.017-33610 460 410.0 463.0 -110.6 *500 403.5 .6.0 40.5 46.0 30.3 4060 44.2 .650 -760 inen6.1e ODOR 39.517.32115 46.0 -120.0 46.0 4406 43.0 .52.0 460 41.7 46.0 -63 .550 -66.2 460 -74.3 Cush.519 26.017-29146 43.0 •122.1 4400' 49.3 46.0 435 46.0 -767 465.0 409 45.0 .74.9 460 440 01644 26616.35656 460 4161 45.0 40.8 .6.0 41.4 40.0 -77.1 456.0 -74.2 45.0 au 460 -07.9 SECTION DETAIL FOR WINDOWS WITH [561140 x517-4159 46.0 -1360 450 1066 16.0 431 45.0 46.7 4450 46.3 160 418 46.0 -706 LEVEL R2 REINFORCEMENT&GLASS TYPES 24 9 cu0n ss. 26.111•38.516 46.0 422.1 .6.0 493 46.0 419 46.0 49.7 *530 46.5 .860 -149 .6.0 -711 04.40.601440+ 13615.33.516 45.0 417.1 +550' .9.1 414.0 -3.1' 4140 461 413.0 52.3 .060 400 *566 -706 (REINFORCEMENTS SHOWN IN FIGURES 11.11 154600 •' .41844 451 -117.1 460 44.1_ .60 468 460 40.4 *460 .72.6 45.0 -70.0 .6.0 -760 ABOVE APPLY TO ALL FRAME TYPES& SEE TABLE 7,SHEET 0 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) .4 MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-80.138 I'RODIJCF REVISED 65 complying will.036 Florid.. Nnildin6 Code Attcploorc No 16.07 4.04- . 1 :. 07.5 lnli1413ute /1�(' 0 / 110 Revived By: Dote: Revision: • pr,........4, DY.. _ L4. 4. ' Munni a eProduct Conkor"Rwbed By: Dote: Rewritten: NOTES: • • '-- ,p; DSsertsdion: Drown By: OR1) INTEGRAL THIS FIN. FOR ALL WINDOWS INSTALLED THROUGH THE FRAME 6.,e-r,.., I DESIGN PRESSURE TABLE J ROSOWSKI FIN. 6 1 I 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. 1070 TECHNOLOGY DRIVE Mr 069.1 N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR (941)-480-1600 HEIGHT DIMENSION SHOWN ON THE TABLE. Senee/Modok Seal: Sheet: Drawing No. Rev: A.LYNN.E.115LE'R.RE. CERT. OF AUTH. #29296 SH-5400 NTS 7 OF 12 MD-SH5400-01 A f.E.q 58705 TABLE 6: FOR ANCHOR GROUP D,TABLE 7,SHEET 9 MAY BE USED. Anchor crape Mery Group Amex Wow 9,120 Amine Quenelles Required for it V64. 24 Wier 32'WMI 6-WM. 40'WIe 44-Wide 691/41.291.14- tr Wwa X0174. 6'WA. 26'Wide 46'WId. 4r WW 02-lir W102 137 WIe 24'WW. 3r WIe 2 WIe 4P Wage 4r Wide 02.1737 wee Max.Anchor O.C.Spacing for gm,E Group "Through-Frome"Inetapallen Arne Jane Ame ,fie- Jane Jame area Jamb Amb Amt aim Anne Ant Amo and Jame 1.03 Jame ,pale Jame Jamb "Int.grel.Fln"Installation 2r 4' NeW1..n2nr6.5LPaeD. "n e:i791ewnWmM' 6. 5nnw+ siaiyaifii ' sis1da13saUUUU asU3UUz $ U1i .- 235 2,41414 ` 11.261 1 , 1, 1 .- - , 1 2 _ 2 8AM,090422 14.617-14671 2 1 �1 I 2, _ 2 1 2 23 01uHw 11.663.64611 1 1 r T _ 3 _ _ 1 _I 2 j J } Macaw]Pn.4w 11.30-11.161 2 -1, 2 2 2 2, 2 rano "23417-25.88' 1 £ - - - ,. _ �1• ] 64n6a1s*Maga 28066.23.616 I 1 ,r _ , _37.375 E1u.68e 17.611-20.67 2- �1 2281.MWPMIw 14.617.WAN 2-_ r _ _ 6. _ _ ,2 2 £8lerlee1 11.371.14,311 2 _ _ _ 2 _ 22 - _ -Tab1 1.653.31.9/1• _ 1 3`Claim 61761 6.6137-1.62 ` - - . _ _ _ - - -_ _-. _ _ . ,8pr rn CUl n. 23 617.20316 t` 4C2 3'4. Equtn. 20.617-23614 -2Stand.Pmlw 0617.2061► , £ _ 2 2, _ Custom toe 14117.17.615 t 3 2 6ho,pal 11.17.1.610 _ - 3 2 . TNnt 21.61-36.611 -� _ -` - .. 1 3 8bMn0Come. 26.617-31662 l l _ _ , . `� _ . SWAMIS 28617.26.610 - - _ _ - 2 3 - , M 40 Op .d Pm2ea' 17.617-20.616 _ _ -. _ L _ __ _ 2 _ - , Claim 88514.01/.17.610 3 2 C053611 12.017.14 AM.' y_ _ _ _ _ - - u1 - _ 3•2, , tp MAMA 11.377-12616 - - , _ 3 2 ..iTAX 32.166637.126 - _ - } 61.rawe Cottage ,3617.63 - _ I ] .267 £ 2 3_ I EgW1le 23017-6.516 _... I '2 _--__.__..?_ 3 d Wlm6pe 20.617-21.618_ _3 -- 1 2 4 r' - ■ 16626 Mane.Pied. 11617.20410 .. .- - - } _ _ _ f J 2 __ ' si{ Culm662 14.617.17.016' 3 2 Culmn Bee 12.017.1.016 _ £ _ 2 -, _ _ _ 2 . 80,1.11 11.377-12.616 ] 3 2 _ . Teem ]0.017-41.611 __ _ �-. } 2 -_ _ ; andard Cottage 31617-36416 3 2 _..S 67241.11, 26517.31416 _ _ , 3 0 - _ 3 .„ _ , 3- 3 _ _ _ _ !Enda,170494 23617.6.616 _ 62 Culm6e. 20.517-23616 '' I J _ 3 $ _� . • £ - - - 2 ' - _ . Custom 17.617-20.616-- 3 3 ' 2 Cn(m8171 4,317.11.6/6 - 1 "a 2 Custms1. 13.017-14616 - _ .4- 6 _ _ 2 _ _ �. . Maria, Ii.6M-13470- 3 , 2 T.1.1 MO.41841 £ I 2 1, , - , ' Cutin 806 311.61i:29 610 2 2 4 0,41.114 6617.36.616 2 (- _ 3, _ . M Cut=Wm 32.411-6.016 -.- c 2 ,4 -£ 3 ' ' l - - _� S - - 6wr10n4 Proem 6.011.32.616 2 3 3 3 , . 3 6 Cine,tin ».617.6416' 6 _ • ' 3 •6•• 2 6 - _- - f -_ 3. 4 _ 63335181 6615.66163 4 3 3 a 4 EgwplM 35.6I7.41.644' r' C _ 4 3 , } 0, £ 4 _r 3 , - -. 06 Clot=6e. 36.617-26616 6 1 4 3 1 4 3 } } 4' 2 0 0 - 4 Shan,Prow, 6618.34416 2 1 4 3"1-4'3'2 } / 2 -3 "3 4 61.71 Tan -41.144 4I I 4 4-1 44 2 _ 4 ,<, 2 _], _ 4 _ _4 SEE TABCE 4,SHEET 6 FOR DESIGN PRESSURE WHEN USING THIS TAB E. e,MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.138 PRODIILT REVISED as cmnplying will,*0 Florida Buildhg2 Code ,.0914.04 Aomptmoo No Revised By: Dote: Rimini nr t ipincio 5 Dela FJCiCeI 2020 RY a. ' X11 Revised Br' Dot.: Revision: 641343I >31:13-1,31314,31C34313'06-- NOTES: • r 1)USE THE ABOVE'ANCHOR QUANTITIES REQUIRED "TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. _ , Dr 7 .�.., e Description: own 8y: 2)USE THE ABOVE"MAX.ANCHOR O.C.SPACING "TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. • LA"' 6 r�4(I(6 ANCHOR QUANTITY TABLE J ROSOWSKI 3)FRAME DIMENSIONS ARE BUCK.'MR'=MEETING RAIL. - 1070 TECHNOLOGY DRIVE Title: Dote: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. • (941)_480_1000 Serise/Model: Scats: Sheet: Drawing No. Rev: 5)REFER TO TABLES 2 6 3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LYNN MILLER,P.E. P.E.e 58705 CERT. OF AUTH. 829296 S H-5400 NTS 8 OF 12 MD-SH5400-01 A TABLE 7:_ ... - rdAncho�Oat4C Anchor BtarO A Anchor Quantities Required for tr WardWi 24'wide 32.erre W de 41'Wide 4r Wide 62.1w Wide trWls 24"Wa. 32.WI* 15 W 'wre WILle 22-tlr Wide 16'Wde 24'Was 32'Wre 3e'WIG. Ir Wide 4r Wide e211r wait Mae.Anchor O.C.Spacing for G,o„pnn<nal "Tt17ough.Pr0ma"Insu1160on 4.410 42410 Jamb Jamb Jamb Jamb Jamb 4.110 Jamb Jamb Jam* Jemb Jamb 4.010 Jamb •Jamb Jamb Jamb Jrnb Jamb J4010 "Integral-Fin"1113ta11a6on �t $! t4. 3r CI=,".anm Mn bawl- 1 / ' 11 1i if 112 1211 11 11 Z # 11211211 i ' $ 2 11 112 $ 12 $ 1 $ 12 $ 12 WiM.uWI Whoa®WIMow flal6s Mt Ia ILId,I sho.n __ _ _ 23.6 EWalre 11.30 _ _ 1 - 2 . 1 2 2 2 2 I 2 Simard Cottage 14.517-.35.570 -_ 1 1 2" 1 2 2 2 3 1 2 24 EgrWYo 11.663-14.616 2 I 2 2 3 2 2 , 2 1 2 Standard POWea 11377.11.662 _ _ - - - - _2 2 - 2 2 2 3 2 2 Taller .33.517-15620 - I' ' 3 1 2 2 �3 1 a Sienese Collage 20115-23.616 - J 3 3 2 2 2 2 1 3 31116 EgaGne 17.617.20.667 2 3 2 3 2 2 2 3 6i2,viard P.Mma 14.617-17.516 7 2 2 2 2 2 2 2 2 Sewnael 11171-14.6163 - . - 2_ - , 3, 2 2 - - 2 2 2 . 7Yles1 27.153-3191t 1 - _ _ 4 -- 2 3 3 1 3 -.Cullom Sire 20.017-27122 ' 1 - _ 4 - _ 2 3 3 2 3 Standard Canape 33.611-26.616 _ - - 3 2 a 3 2 3 3d - Erwalre 20.617-23.616 2 1` 4 1 3 2 2 2 5 StaneedlPrOGew 17.517.20655 1 7 3 3 2 2 2 2 C4nIce re 14.61/-17.516 -��-- _ 3 _ - _t 3 2 2 3 2 020.5aal 11.317-11.5163 2 a 2 2 2 2 , TAR 51.123.32111 __ " 1 , ' 4 2 3 J 3 1 1 ] -191e84M10 Curage'22.677-31.563 _ 7 _ - _ - 4 2 3 2o914-166 - 3 2 32o914-166 20517-26116 3- 3 3 3 2 3 46 Standard P114.r 17.617.20.616 - J - 3 _ - 3 2 2 3 2 serve Sloe 14117-17.612 "' -. _ - 2� 7 1 3 3 2 Custom Size 12.617-14.610 - 7 -2 3 2 2 3 2 Shortest 11.371-12616 - . . 2 3 2 I 3 TYlal 33104.37236 r 4 SM1nderd tubage 30.611.33.101 4 2 3 3 3 EOwl ne 23.617.23.516 �.._._. _ 3 3 3 3 5 _ 4f.0YJ Cwlam Glia 14.613-2..616 _T .... _ _ S 3 2 - 2 2 BM1MW Radar 17.617-10.612 - - - _ _ ' -_ - -Costae the 14.617-17.616 4 a 3 2 2 Cobra 317.4 12.617.14612 - _ 2 3 2 2 2 Shotes 11.377-12016 f _ 2 _ 3 3 Weal 2 eat 36.617.47.60 4 - 4 2 4 4 51KE4.0006.0 31.617-30116 - - -4 3 3 a 3 23.49614 16.617-31110 _ - _ - 4 _ S 3 3 3 3 Mamba P16642,421117.26-616 ,- 2 _ 3 3 3 3 m 0,X.06145 20117.21611 3 3 2- 2 2 adorn sae 17117-20.6122 3 2 3 2 CAaa01 We 14.637•17.616 - - - - 2 3 '2 2 2 C1aam61re 13.017-14.610 - _ 2 3 2 2 I 2 Shodul 11.60./3.016 - - - - 2 3 _2 2 2 TRW 36.517.41.60 _ _ 2 3 4 _ 4 4 calor Bin 33.017.32510 - _ _ , - 4 _ _3 4 / 1 E4 . 36.617.32610 2 4 3 3 3 3 16 Custom Sire 32617.36.6161 �_ _ 4 - - 3 3 3 3 etanoaa Noes* 21.617.32.616 1 - - _ -f. - - 3- - 3 J 3 0 Cualom8ve 36.517•29210 12 _ -- _ 3 3 3 3 3 11.101 26.510-22116 / 2 3 3 3 _ 3 3 Edema 34.41741.6441 2 _ _ •4 3 4 4 4 0 CiatomBW 32.017.31316---3-7- 2 _ _ 2 ,, 3 3 - 3 7 3 SlaWdNoe. 33.51236.516 1 2 3 3 3 a 3 - 61.76 TYI01 " -41.01 1 - 2 4 3 4 4 4 SEE TABLE 5,SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TAB E. as MIN.SASH 1151GHT=WINDOW BUCK HEIGHT•50.136 PRODUCT REVISED no complying with ISe Florida Building Code Acceptance No 1a�wee•IanC6�11(',04 Expimlion Date ■•A wl '202 Revised By: Date: Revision: /fie By 1 4 '.:moi� • •- • reatimentr Min_lMimi, oda Pr47du Coit tWiNOTES: Revised By: Date: Revision: 1)USE THE ABOVE%ANCHOR QUANTITIES REQUIRED "TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. O'L'D.. � I 0 Description: Drown By: 2)USE THE ABOVE'MAX.ANCHOR O.C.SPACING "TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 6I1'ri16 ANCHOR QUANTITY TABLE J ROSOWSKI 3)FRAME DIMENSIONS ARE BUCK.TAR"a MEETING RAIL. 1070 TECHNOLOGY DRIVE 17713.: Dote: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. • (941)-480-1600 • iii 1111 t'•' Serie/Model: Scale: Sheet: Drawing No. Rev: 5)REFER TO TABLES 2 6,3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 SH-5400 NTS 9 OF 12 M D-SH 5400-01 A P,E1t 52705 NOTICE OF COMMENCEMENT Permit No. Tax=olio No 1.-1 C)300-- OC)Ca State of FLORIDA County of �-a k14 To whom It may concern: ` "� The undersigned hereby informs you thatreai I accordance with Section 713 of the Florida Statutes,improvementswill information made to certain stated property,thisNOTICE in COMMENCEMENT. following is in OF Legai=on of properfy being i ed: -- (95--• " Address of property being i vett: S-TB 'I. — 'kis se+ General description of improvements: cl�cr lire Owner Sa Address 3-1 :11 Owners interest in site of the improvement NIA Fee Simple Titleholder(if other than owner)N/A Name WA Address `(b Contactor AMERICAN WINDOW PRODUCTS,INC. Address 2633 POWERS AVENUE - JACKSONVILLE,FL 32207 • Phone No.934-7312247 Fax Na.904_731•.8824 eureti(If any)N/A Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name N/A Address Phone No. Fax No_ Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served Name WA Address Phone No. Fax No. in addition to hirnseff.owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.06(2)(b),Florida Statutes.(FIJI in at Owner's option). Name N/A Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is3eei5red): THIS SPACE FOR RECORDER'S USE ONLY f ,• OWNER �-/l3 Before me rl i.4 day a pt-pt -.»44•r4(a TEt e� Ca,or a ... State at .-.< A .r.>.._ Doc#2018022828,OR BK 18266 Page 1587, • Nflar..i14112i,. lunar,by Number Pages: 1 { tfietselfarrr that _„°,.• ._.. _ dartxaliansnraratn met _.,accuga Recorded 01/30/2018 11:03 AM, 3° :••. c ROGERAUST�I RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL i * MYCOMMISSION EXPIRES' SS September 897019 COUNTY ,1 ' / N77,, * EXPIRES:September 6,2019 RECORDING $10.00 dhlir�,��/,/ 'r�a,66w° eonottlThruBudget Notary Services •�jT ,'; a _,,,..of comb,or Personalty Known pProduced IdeneecaltbriT 1/�t•'v/C or 4 535 - .5-27