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WS-16-3144 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-271296 Permit Number: WS-11-16-3144 Scheduled Inspection Date: December 06,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: MIMS,VICTOR Work Classification: Window/Door Replacement Job Address:9022 NE 8 Avenue 1S Miami Shores, FL Phone Number (305)216-1241 Parcel Number 1132060420190 Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Phone: (954)336-0881 Building Department Comments 1 IMPACT WINDOW REPLACEMENT 3 IMPACT DOOR infractio Passed Comments REPLACEMENT INSPECTOR COMMENTS False Inspector Comments Passed �! 6 Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 05,2016 For Inspections please call: (305)762-4949 Page 18 of 28 Miami Shores Village 1 e 10050 N.E.2nd Avenue NES nWi�ar Miami Shores,FL 33138-0000 Phone: (305)795-2204 ; bl Expiration: 05/16/2017 Va. �.. Project Address Parcel Number Applicant 9022 NE 8 Avenue Number: 1S 1132060420190 Miami Shores, FL Block: Lot: VICTOR MIMS Owner Information Address Phone Cell VICTOR MIMS 9022 NE 8 Avenue (305)216-1241 MIAMI SHORES FL 33138- 9022 NE 8 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 14,023.00 THE HOME DEPOT AT HOME SERVIC (954)336-0881 Total Sq Feet: 106 Type of Work:1 IMPACT WINDOW REPLACEMENT 3 IMPAC Available Inspections: No of Openings:4 Inspection Type: Additional Info:1 IMPACT WINDOW REPLACEMENT 3 IMPAC Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 DBPR Fee $2 10 InVO1Ce# WS-11-16-62092DCA Fee $210 11/17/2016 Check#:12541 $ 177.20 $0.00 Education Surcharge $3.00 Permit Fee $140.00 Scanning Fee $9.00 Technology Fee $12.00 Total: $177.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fut ermore,I authorize the above-named contractor to do the work stated. �Gt November 17,2016 Aut orized Sig ure:Owner / Applicant / Contractor / Agent Date Building Department Copy November 17,2016 1 Miami Shores Village NOV 17 2016 Building Department LBY2_-� f- 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2094 BUILDING Master Permit No.-V--4s I(a ` S L4 PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL 7PUBLIC WORKS CHANGE OF ❑CANCELLATION ❑ SHOP /� CONTRACTOR DRAWINGS JOB ADDRESS: "l d Z 2. l.�c, yG ' City: Miami Shores County: Miami Dade Zia• Folio/Parcel#: 3 26 L- 6 il Z " 01 -9 C Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): V,G�-rr M i m S Phone#:3US -at(. - 12L4 I Address: Q b 2 2 N v E I 'S C' City: m I�J S t�1>S�Q$ State: fl, -Zip: 'In Y Tenant/Lessee Name: 4.9 Phone#: Email: �, CONTRACTOR:Company Name: Mf-JI jT r l Rj*h E SUOC CA% Phone#: 4M 33L 0 T Address: 2�6g6 C.A nn 9t P+!1 3t�c� City: A-1 LpTr6 State: 656 Zi '�e� p� Qualifier Name: 6-i —!24 Phone#:'9s"'4 33L 048 I State Certification or Registration#: Gd'G ( Trl n S3 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 1 DZ.3 Square/Linear Footage of Work: p S— Type of Work: ❑ Addition 'A Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: W 0w �4 1- 3 i Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State f Zip Mortgage Lender's Name(if applicable) i Mortgage Lender's Address City State Zip 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. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a reinspection fee will be charged. Signatur Signature NER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of N0" M LV- ,20 ,by fig—day of QW ,20 by JrA ISS ,who is personally known to l5;P++'ftY10 CA41 I I wn to me or who has produced ou as me or who has produce as identification and w did take an oath. identification and w did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: M • M Print: i !y " t n' Seal: Seal: ' fav I, *********************ass***ss **** *******�*****•�'********************************************************* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 3 s When buying real estate property,you should not assume that property taxes will remain the same.Whenever there is a change in ownership,the IMPORTANT assessed value of the property may reset to lull market value,which could result in higher property taxes.Please use our Tax Estimator to MESSA©E approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes.Please visit the Tax Collector's website directly for additional information. 6 M Address Owner Name Subdivision Name Folio ............. _. SEARCH 9022 ne 8 ave Is Sufte 1..CL_.J Back to search Results PROPERTY INFORMATION ® " : Folio:11-3206.042A190 8ub4Wision: y' MIAMI SHORES CONDO ` Property Address 9022 NE 8 AVE UNIT: 1S I Np s Miami Shores,FL 33138.3200 Owner VICTOR MIME Mailing Address - 9022 NE 8 AVE#13 l � MIAMI.FL 33138 � t t S PrimaryZone 3000 MULTI-FAMILY-GENERAL Primary Land Use 0407 RESIDENTIAL-TOTAL VALUE: � CONDOMINIUM-RESIDENTIAL Beds r baths t Halt 0/010 t {z Floors 0 Living Units 0 Actual Area Living Area 1,024 Sq.Ft " Adjusted Area 1.024 Sq.Ft q+II 'Lot Bim 0 Sq.Ft Year Suitt 1973 Featured Online Tools _............... Comparable Sales Glossary Non-Ad Valorem PA Additional Online Tools Property Record Cards Property Search Help Assessments Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION ® BENEFITS INFORMATION 8 Year 2016 2018 2014 Bengt Type 2016 2016 2014 Land Value $0 $0 $0 Note:Not all benefits are applicable to all Taxable Values(.e.County,School Board, Building Value $0 $0 $0 ?,City,Regionaq. ....____ _. ....... Extra Feature Value $0 $0 $0!. Market Value $116.836 $106,260 $70640 FULL LEGAL DESCRIPTION Assessed Value $116,886 $106260 $70,840 http://www.miamidade.gov/propertysearch/ 11/17/2016 Property Search Application-Miami-Dade County Page 2 of 3 TAXABLE VALUE INFORMATION ® MIAMI SHORES CONDO 2016 2015 2014? UNIT 1-S-IST FLOOR ' COUNTY UNDIV 1.89189%INT IN COMMON Exemption Value...............:.. ,�.... ....$0,.. $0..:::..- $0 ELEMENTS Taxable Value $116,886 $106,260 $70,840 CLERKS FILE 73R 167347 SCHOOLBOARD, :,.,,.,�.....�.~ , .. . _ ... OR 15547-1706 0592 1 Exemption Value.::_, ....,... SO $Ox. $0 -COC 25471-2492 78/80/82/84 1206 6 ` !COC 25471.2486/88190/94 1206 4 Taxable Value $116,886 $106,260 $70840: CITY Exemption Value.,._::- : ...........,_...::. $0 $0 r$0 Taxable Value $116,886 $106,260 $70,840 REGIONAL Exemption Value $0 $0 ... $0 j Taxable Value $116,886 $106,260 $70,840 SALES INFORMATION Previous Sale Price OR Book-Page Qualification Description Previous Owner 1 12108/2014 $138,500 29421-3956 Quai by exam of deed MRP INVESTING LLC 02/05/2013 $100 28532-2058 Corrective,tax or QCD;min consideration AURORA LOAN SERVICES LLC °Y 12/26!2012 $54,000 28532-2066 Financial Inst or"In Lieu of Forclosure"stated NATIONSTAR MORTGAGE LLC 10/11/2012 $1,100 283343838 Financial Inst or"In Lieu of Forciosure"stated STANLEY ARMAND&W !12/012006 $170,000 26471-2492 Other disqualified 05/01/1992 $40,000 15547-1706 Sales which are qualified 10/01/1981 $70,000 11257-1160 Sales which are qualified 09/01/1973 $32,000 00000.00000 Sales which are qualified For more Information about the Department of Revenue's Sales Qualification Codes. ADDITIONAL INFORMATION The information listed below is not derived Nom the Property Appralser's Office records.It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT Zoning Code: A2- BOUNDARY 2-BOUNDARY Existing Land Use: 35.MULTI-FAMILY,HIGH DENSITY (OVER 25 DU/GROSS ACRE). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Miami Shores Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District PA Bulletin Board Non-Ad Valorem Assessments School Board South Florida Water Mgmt District Tax Collector The Office of the Property Appraiser is conOnualy editing and updating the tax roll.This webafte may not reflect the most current Information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at httpJ/www.miamidede.gov/lnfo/disciahner.asp For inquiries and suggestions email us at hap•Jhvww.niiamfdade.gov/PAPortEtYContEtctForm/ContactFormMain.aspx. Version:2.0.3 EXEMPTIONS B REAL ESTATE TANGIBLE PERSONAL PUBLIC RECORDS ONLINE TOOLS TAX ROLL BENEFITS PROPERTY ADMINISTRATION Deployed Military 40 Yr Building Appealing your Address Blocking Property Search Appealing your Re-Certification Assessment Assessment Disability Exemptions Change of Name Property Sales Reports http://www.miamidade.gov/propertvsearch/ 11/17/2016 Property Search Application- Miami-Dade County Page 3 of 3 Homestead Appealing Your Assessment Change of Address Tax Estimator Assessment Information Search Institutional Change of Ownership Tax Comparison Defective Drywall Exemptions &Title Senior Citizens Homestead Folio Numbers Extension Requests Declaration of Exemption and Condominium Portability Mortgage Freud Fling Returns More> More> More> More> More> More> : . Home Privacy Statement Disclaimer About Us ADA Notice Contact Us ©2014 Miami-Dade County.All rights reserved. http://www.miatnidade.gov/propertysearch/ 11/17/2016 SORES 5 txc.t93a G Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 LpRIUA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: joS— �� Qualifier/O er Signature Date Print Name WINDOW AND DOOR INFORMATION SHEET JOB# 9564305 Name MIMS Location APPROVAL MULTIPLE Opening Corner PRODUCT APPROVED REQUIRED OPENING Window Opening WINDOW ARE Location Zone ACCEPTANCE PRESSURE DESIGN PRESSURE Dimension MULLION SHUTTERS No or NUMBER Style (+)PSF (-)PSF (+)PSF (-)PSF Wdth IN Height IN REQ. REQUIRED 1 4 15-0612.14 SGW 60 70 47.2 51.2 73 51 N/A NO 2 4 16-0126.04 GD 70 70 47.2 51.2 37 80 N/A NO 3 4 15-1210.01 PD 60 60 47.2 51.2 72 80 N/A NO 4 4 15-1210.01 PD 60 60 47.2 51.2 72 80 N/A NO SGW=SLIDP.R,Or-.ASS WINDOW/SH=SINGLE HUNG/DH=DOUBLE HUNG/GD=GARDEN DOUBLE SWING DOOR/PD= :..•.PATIO$1-lbER DOOR7.CASE=CASEMENT/ PICT=PICTURE WINDOW/ED= ENTRY DOOR/AWN=AWNING ..•... ...... :Soo: . . . ..... . ... ...... ..... . .... • • • ••.•.• _ �m ---�1 � ��- cis •.•.•• • • • I _ -a � '-.7 � `�� it '`7 > j Do so I r --i 1 OF 1 WINDOW DIAGRAM 'SHEET • • 1 • • • / / 1 t • t . a a r I • i ►��••.�r1��J`r»f ■ •r/.i Li f # 1 • [• • a f 1 . a a a i • a� • 1 a , • • t • 1 • • .. �V�1� b Of 1�1/ �� t 1 1 • • , r I 1 F a t } • t t l r * • a r • • L 1111;:. • • t 1 1 t • • a 1 t • • ■ a 1 i/ t'rtl�i„i�,,,I,��■ ._ •_ f • 1 } • ♦ 1 1 / a / a • • ••+'1 a • � • • • • t t s • l a ► ■ yF ♦ a a t t 1 r • f 1 t r a`fyFr a�j a f+`• a�_Jt�,{_t�1 t 1 1 a ■ a � 1 • a • • a 1 . 1 • • • 1 • • t a 1 a 1 • • ♦• • • f ► 1 • • 1 • • • 1 f • 1 • i 1 ••..' 1 a t 1 • ■ t t ■ d . • • t ■ / •■ ! a • • • t ♦ • r • / I r • • ► I 1 r ► f t a • t • 1 , r a a t ► 1 • a t 1 ♦ • r • ( • + • • 1 t • / a a / r1 • a . • r • a i I 11■.t • •� a t a 1 ■ t , a a r 1 • f • t • • • • ♦ / t t t • s • / a 1 t f ■ t ♦ • t t t 1 • r a f • a a •t • / 1 t t 1 1• t • / 1 • • / • a / t t • a 1 a • . ■ t • 1 e / t • ! f • 1 s t 1 1 t . • • 1 p 1 ■ ■ t a a _ • 1 r f i , • 1 a t t a t a 1 • • • t / a ► • • t • t • s1 r • r t •••� a f ♦ ■ T—f-'T7—TT�i-"-7r a-TtT—T i/ • • • / } a t f r r ■ • 1 / r to a t 1 t • 1 • • 1■ a a J a J • 1 ■ t .'•a:.y.a.1.•ar••••.i. • a • / t•�,/ t • ■ • a , V K • i 1 t ■ t a L • 1 / • a t 1 ■ • ,r a • 1 • f a t a • t r t t a • f • t • t I •'.• t • • N `a • ! t` ■ • a , 1 e / � • • } ♦ a • / I t 1 a • 1 r r r t t r 1 • a • • t � • ■ ► r • • • ■ y . • • • • ■ ■ a • I t t / • t a f , • , ! .• • •/1 a t ■• rl a I • f 1 t t • ! r ■ t a l l • • ♦ • • •"y• • • r a ,� • • 1 • ■• a •• t a a t V. • t ,may t • • • / • • • a t / a '1 t • a • • i ( �. �, a } ■ a • t.y+ �•M • r 1 • 1 1 r r • t r • a' 1 I r a •at t t C VVI, 00 0 a • •r•• ! • • ■• t a • lw•'� (((aaa�� r 1 � • r a a a • • r� •It 1 • f too a 1•r • • t Ya r t t ♦ • • 1 a t t r • I r t • e a t 1 , t t t t t • • t t a , 1 t • • a ■ r / Y •••a1•� t •/ r•/ I . 1 • r t r • 1` ••s •w•• t �w•t e r �•1• • • • • • t 1 t' 1 / 1 a • ■ , 1 • t r a • ! r at •• ,, t• t , a•alna■tMla e ••a & • • • r ! a f • ti, , • a 1 • ta •t tr. iI rr a• r• /1 ar •e • r 1 ■ a t a • ■ a �r a d •��• a t a 1 ■ ► a ��¢ ■ • } a : i • } • a >r •••�•• ! a f ••al• • 1 • i t ■ t t a • f 1 to 1 ! ,!,•11 t r• 1 a •■ yf1 • • /� 1 • 1 / t • a 1r t ■ ■ . • r a t t 1 • • , t • r • •• • see*** t .•I• r • 1 a • ► 1 a • • t •4..�,� ./ 1 • r a t 1 1 1 • , • 1 • • a r It t r a f 1 1 t •, r • a w a ■ r • , • • • •r 1•• 1 1•a1• 1 a 146 a 1 ■ • t • 7 • a a t • 1 t a ■ a 1 r ■ • • f a ■ t a r r a t r a • • a V • a • • • • 1 ♦ t see*@ D t 1 a 1 `� •••••• t ~ a f t a� • • a i •••Pe• 1. 1 Oi •■ 1540■ ae • t 1 r t y• + f a f • 1 1- t tl• • t 1 a r a a • a • ! • to r • • t 1 ,t • 1 • 1 r a p 1 ! • i f t a` • a ■ t t • • 7 •t t • a •/ 1• r • y 1•• t a • I a • t I r t r a a • r • • • f • s a, , r t r r l • 1 • 1 at a e a r •••�•• r t • a•♦ 1 1• ' 1 a t f t a • 1 f • • r t • • •1 • a • to ./ t ; f t • 1 t • t a 1 / • f 1 1 a t ■ • * • • t a t t / a •• 1• ► • 1 t 1 r t t 1 r f 1 1 rt , • / 1 f • • i r •• • a f • • / t 1 1 t• r r a / • r 1 t f • 1 a / 1 • t t t / 1 ■ • t 1 t t ■ ■ I f t 1 • a f 1 t 1 1 • } F Y i • �t N • 1 1 • 1 � t f 1 1 a . a f t ■ 1• J • } i 1 t t a . . r a . , . a a . . . •; 1 1 • , r . . ■1 a . . . . a � ,. ..,. �r1�a a •, t a , I r a r • * . : a • . . a . t + �i • • • 1 t a ■ ■ ► • a I a t 1 • • a • ,. a a r • ,� • • • • I t t • • • r • 1 1 • r 1 a r t q a • • • • • r • r s 1 t o a ■ L.1 • / . . • 1 1 1 . . t �♦ fr�7 r 1 a a t r 1 • ♦ • ■ t a • a f 1 a . f 1 • 1 t t 1 1 . • t } t -1 t / a •- •" t' 1' • I a •/ • r r I • i 1 -� i - •- (-- 'i' � • r r / r a • t r t 1 - I f t, 1 ■ s • • • r t I r • a • ■ a a / 1 a f . . f . . . . . 1 PFS . tD � F•. w : . t . x - , • • ■ t t r r r t t I a t e ♦ • • t t t t a • a w a L ��•�••�•Tf • +■ate•• / ' }•.•owy •+*+• ■�• ■ • L r I 1 ■ 1 t / • 1 1 1 f • r r l 1 t 1 • t • • • • • t t ► t • • w i t 1 f t a ► • • q t 1 a 1 ■ • I 1 t • 1 ■ a , / • ' • 1 • t • • ti , • • r �J,,, t a e t a • • ♦ ■ • a • t a • a , t ■ a t t I � • 1 t ♦ a • f , yL, � I t 1 t t �/ 1 ■ a • a a , 1 . P f It • . 1 . • a a r ■ 1 • t t ► / r 1 , • • • • 1 t 1 f • ar r + r • r 1 a 1 • / r t al t • / /• r r o`7 r�a �A91IR 1'W V.•1111 aT�I' WuA7H�vYlii•� r. �■ , 1 1 p •' M50R[too!I1dgN b_ t�1 4a. g t D -- ■" glop* t«,.. rw�uw..ww i3U1}��,�Larlith • n$►W.rrr■In"wrimnaaa. � u FLORIDA BUILDING CODE 2014-ASCE/SEI 7-10-WIND LOAD TABLES-170, 175 mph Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D -LOAD FACTOR:0.6 INCLUDED WIND PRE55URE5 IN PSF WIND PRESSURES IN PSF 170 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than.Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 A,&z5 z4 z5 z4&z5 z4 z5 A&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 61A 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 40.0 43A 53A 43.7 47.4 58.6 21-30 47A 51.3 63.1 51.7 56.1 69.3 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 46.3 50.2 61.8 50.6 54.9 67.8 51-60 53.4 1 57.8 1 71.2 58.4 63.3 78.2 LOCATION BROWARD COUNTY, PALM BEACH AND OTHER LOCATION BROWARD COUNTY, PALM BEACH AND OTHER EXAMPLE COUNTIES EXAMPLE COUNTIES WIND PRE55URES IN P5F WIND PRE55URE5 IN PSF 175 MPH VELOCITY-EXP05URE C 175 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positivel Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43A 53.6 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 46.8 50.7 62A 51.1 55.4 68.5 21-30 42A 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 54.8 59.4 73A 31-40 45.1 48.8 60.1 49.2 53.4' 65.9 31-40 52.8 57.2 70A 57.6 62.5 77.1 41-50 47.2 51.263.0 51.6 56.0 69.1 41-50 54.9 59A 73.1 60.0 65.0 80.2 5f--60 9.1 63.2 65.4 1 53.6 58.2 71.8 51-60 56.6 61.3 75.5 1 61.9 67.1 82.9 LOCATION MIAMI-DADS COUNTY LOCATION MIAMI-DADS COUNTY EXAMPLE EXAMPLE GENERAL NOTES: 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE W INDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS.WINDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER.THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings.For building<=30 ft exposure B prevails in the upwind direction for a distance greater than 15M ft For building>30ft exposure B preva is in the upwind direction for a distance greater than 2600 ft or 20 times the building height,wichever is greater.Based on the FBG HVHZ,use Exposure C when building Is located in Exposure B 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open country and grasslands.Exposure C will apply when exposure D and B do not apply. 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails In the upwind direction for a distance greater than 5000 It or 20 times the building height,whichever is greater 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be Impact resistant glazing or protected with an impact resistant covering. 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH 9-TOPOGRAPHIC FACTOR Kzt=1-(FLAT TERRAIN) 10-DIRECTIONALITY FACTOR Kd=.85(Wind Directionality Factor) 11-TRIBUTARY AREA 10 SQF 12-EDGE STRIP(a):The smaller of 101%of the least horizontal dimension or 40%of the Mean roof height,but not less than the larger 41/6 of the least horizontal dimension or 3 R •• 60: • • • • • •• • •• • • • • ••• • RSP sow E N G C O,Inc. T Enginwring SerAces•CA 8116 :z • • • 1791 Blount Road-unR M • zs z4 •• Ppmpapt Beoh-Elorlco 33061 Z4 I ` ••Tel:ff30"A 319 Fax f754M 6846 L, SI <h) •• • ° I MEANc O0F �•' E-mall: gc�AOL.com OCT 17 2016 �•" a-BW x 0.1(orw-T x 0.4 • • ••• • • PEDRO DE FIGUEIREDO BW less or equ4ft*L • PE 52609 a must not be ifts U-Mn • • • • • • • • NOT VALID W/OUT SEAL a=3feetora; (lpxP •: ••• •i• i• •i 4/13/2016 e , MIAM I•DADE MIAMI-RADE,COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy PGT Industries 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 AHJ (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 115570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT:Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15,signed and sealed by A.Lynn Miller,P.E. bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See table 1(sheet 7)and table 2(sheet 8)of this approved drawing set for applicable SGD unit sizes, design pressures,reinforcements types, glass types,sill riser(detail sheet 4)and anchor requirements. 2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated(Painted or laminated)white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable. 4. Pocket walls under separate approval,to be reviewed by Building official. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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 advglisig lijtgatu;e. if#ny.&ortion of the NOA is displayed, then it shall be done in its entirety. • INSPECTION:A copy of this entire N.62A jAl bg pro�ide0*tp tbopuser 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 And renews NOA#15-0409,02 and consists of this page 1 and evidence pages E-1,E-2,&E-3 as . ... . ... ... .. well as approval document mentioned a�ovg. • The submitted documentation was revWectby•Jote A%J'IAse>qfa,r.E. MIAIMI DADS COUNTY /) ... . . . . ... . . NOA No. 15-iZ10.0I /)r `4 t • t Expiration Date: April 14,2021 •.• t t•.•t Approval Date: March 3,2016 ••• ••• • Pagel PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15,signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,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 vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8717,dated 12/07/15,signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8546,dated 11/06/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8547,dated 12/04/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Ino r To%t lieport-Nov NTIP$548,dated 12/04/15,signed and sealed by Idalmis Ortega,P.E. (Test rVort jTvji Dne.0V.4/16 and 02/11/16) . . . . . . . . .. ... .. . . . .. . ... . ... ... • • • • • Jorge M.Plasencia,P.E. •• • • • • • • Product Control Unit Supervisor 00 •• ••• • 0 NOA No.15-1210.01 Expiration Date: April 14,2021 000 0 • • • •o• • 0 Approval Date: March 3,2016 . . . . . . . . . . . .. .. . . . .. .. PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS(continued) 5. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 S)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8549,dated 11/06/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 12/04/15 and 02111/16) 6. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8552,dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/2016) 7. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 6638(samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A.Causo,P. E. (Submitted under NOA No. 11-010204) 8 Additional test report No.FTL 6637 (samples A-1 thru A-S)per TAS 20244, issued by Fenestration Testing Lab,Inc., dated 12/06/10,signed and sealed by Jorge A. Causo,P.E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by POT, dated 12/09/15and last revised on 02/15/16,signed and sealed by Anthony L.Miller,P.E. 2. Glazing complies with ASTME-1300-02, -04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department o AeutQrinc F'xcromic Resources(RER). . .. . . . . ... . . . . . . . . . .. . • . . • • • • .•. • . . . Jorge M.Plasencla,P.E. �.: • .0 : • : Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 :Eqq *': Approval Date: March 3,2016 . . . • . • . . . • . . .. •• • . . .• •. •.. . • . ..• • • PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their"White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC",expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their"Brown Coated (Painted or Laminated)White Rigid PVC",expiring on 09/30/19. 4. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for their"Sentry Glass ®(Clear and White)Interlayer",expiring on 07/04/18. 6. Notice of Acceptance No.13-0129.27 issued to Kuraray America,Inc. for their`Butacite PVB Interlayer",expiring on 12/11/16. F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5n'Edition)and"No financial interest",prepared by PGT,signed&sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-0409.02,issued to PGT Industries,for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I.",approved on 06/18/15 and expiring on 04114/16. .• ••• .. . ••• •• 000 "' ' "' "' "' Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date:. April 14,2021 • • 3. • Approval Date: March 3,2016 • • • • • • • • • • ••• • • • ••• • • SERIES 5570 IMPACT RESISTANT SLIDING GLASS'DOOR Groep Anchor Substrate Frame Member Min.up M1111 'MIN.OF3THREADS Dletanc° Embedment INCLUDING POCKETS &900/135° CORNERS BEYOND THE METAL Southern ne a SUBSTRATE.MET4 GENERAL NOTES: se-Moo P•hook 911° 1�/8' 1)GLAZING TYPE OPTIONS.SEE GLAZING DETAILS ON SHEET 10. #tt SMS SUBSTRATE TO MEET MIN A2V mrm. mires lieadlSNtJarab 3/e• 118` (9 .�min.woknaea P•haok 379' 118• STRENGTH AND THICKNESS 2)DESIGN PRESSURES: SteeL A Kemm Jmnb 3M• 0.069" REQUIREMENTS PER A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. A 060'min,Mimetic) P-hook 319• 0,090• CURRENT FLORIDA BUILDING B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. Steel Stud,A663 6r.33• Head189UJemb 316• 0.071.14 Oa CODE AND TO BE REVIEWED 3)ANCHORAGE:THE 33-1/31/6 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 071•mta ftluteea P4wo 3B' 0.071*14 Ge.) BY THE AUTHORITY HAVING INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS .T.Sadhem Fine Jamb 1• 1.3/8• JURISDICTION. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). uIrecen o- P-hook 1• 13�' 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114•Eioo 410 P.T.Southam PIN .Iamb P 1-378• FOR STEEL STUDS, 8)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. &S.CmteFlex 04.661 P•laok 1• 1 MIN.FU-45 KSI& #12 steel trood P.T.Southern P tleadl8 8116' 13x6' 6)REFERENCES(NOAV ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S,VISION EXTRUSION,LTD. S eemw Sa=o P410 8716' t MIN.FY-33 KSI. WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED)WHITE RIGID PVC NOA 114•FJoo mIa 286ConcreN HeaPd k 1 1• 1319" 'UNGROUTED CMU'VALUES REFERENCES(TEST REPORTS):FTL-8337,6338,8648.8649,8652&8717;EXOVA-10402 792(A)&10.008-10231. Litman Uneaa�Red CMU, Jamb Y t-114• MAY BE USED FOR GROUTED CAMBRIDGE 1534 ASTM P•hook t• 1.114• CMU APPLICATIONS. • 7)TJIIIS PRd W EEN DF•9tGN&1a&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE Unwouted CMU, Jernb 1.314• 1.114• • M11BM VELOCITY HURRICANE ZGNE THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION tW Moo 410 1Mrete 1-314 P4wok • 1.114• • MAUSIONWTj}BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, C B.S.Cret°Flax ColroH°adillwiamb 1.3118• 144- IMPACT RATING • QOMPONEN ENTS)a • Ohta 3 38 kid) P-hook 1,114• RATED FOR LARGE&SMALL 8)DOOR SIZES MUST BE VERIFIEDFOR GOMPLIINCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. rets tkadI88VJmnb 1.112 t 316 MISSILE IMPACT RESISTANCE 9)DRAWINGS DQPICT EXTERIOR G,HOWEVER INTERIORaw -GLmm MAY BE SUBSTITUTED. mla 222 its! P 1.11- 1.1W • i01 THE 6670"RIES SLIDING GL&W D"R MAY ALSO BE KNOWN AS THE 67012770 SERIES. 114'moo I" Urtg CMU, Jamb 2' 1�• DESIGN PRESSURE RATING • • :11041:1049 • 8,8.A89re•Oetor ASTM a00 P4=k 2' 1114• 000 • 000 •••••• P.T.Southern PIN t taMd Jamb 1' 138' SEE TABLES 1,2&61,82 • 4ANCHOR NOTES: 0.6 �� t• 1-W ON SHEETS 7&8 R CON CC�� SU83T�17 'PLICATKMfs IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DARE COUNTY Caiorate liesdls Jamb 21113re• • APVROVED IO IORB.SEF JE•A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE tW Else hitch 2.08 P4mok 2.112' 1319• Ultraeon UMNAed CMU, Jmab 2.112' 1-1k1• • o RiEAUIREMENTS. (ASW ago PJrock 2-Vr t-1ra• • 2)POR OTHER 9tiBSTRATE APr ICRs SEE TABLE A ON THIS SHEET. D PRODUCT RENEWED • **WOOD BUCKS DEPJPTED AS•1�SS THAN 1-112°THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL Concrete FleadlSi9Wamb 2112' 1 4• us comps n with tits Plorlda IF UNIT IS IN6TPR�IRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 114•°too RO n.&36 kill) P-In°k 2-"r 1.314' eDA-No.ullding e GREATER.1 X MD 2Xe9UCKS( jD)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE s a creteFlaz Urgro CMU, Jamb 2-112' 1.114• NOA-rtio 7&7210.01 • ciwaUCTURE.BUCK QgSIGN AI�Q41 STAIir LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF P twok 21(2' 1.114• 8upira8on oats 04114/2021 RECORD& 4MIDEWED BY THE BUILDING OFFICIAL. ey 4)METAL SUBtTRATL TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED GENERAL NOTES.............1 °slam-n uct Control BY THE AUTHORITY HAVING JURISDICTION. EXAMPLE CONFIGS..........2 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK. INSTALL DETAILS._...........3-6 NON-METALLIC GROUT,MAX.114°THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE DP/ANCHOR TABLES........7-8 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF EXAMPLE..................._.......9 SUBSTRATE IS WOOD,3011 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GLAZING DETAILS...........10 SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. STANDARDS ANCHOR LOCATIONS.......11-16 2014 FLORIDA BUILDING CODE(FBC),6TH EDITION PANEL TYPES...................17 INSTRUCTIONS: ASTM E1300-09 EXTRUSIONS.....................18 1)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANSI/AFiPA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES..................19 \ 1 11111 SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE ALUMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAILS.............20 (LYNN GLASS/REWFORCEMENT. AISI-S10047/52.2010 PARTS LIST........ .....21 ��cENsF •.Fp ., 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR VINYL SLIDING GLASS DOOR NOA(L M) 10/Ob/15 No.68705 HEIGHT. - - 3)CHOOSE WHICH ANCHOR GROUP(A-0)IS MOST APPLICABLE.ANCHOR$ARE DEFINED IN TABLE A,THIS g GENERAL NOTES J ROSOWSKI SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE i1 �P.'• STA E <1r� DISTANCE. ® �� ^%��'•F<OR1Dp.•''G�� 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENINGS REQUIRED DESIGN CERT.OF AUTK#28299 !,$ �. PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DRIVE �� ''s/O(VAtil4,"`�` 6)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. 1(941}480-1600 SGD-5570 NTS 1 OF 21 y�g MD-5570.0 19 A Ly P e P.E.e°8165 MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH-•I NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 �r, PER TABLES 1&2 �- I MAX.UNIT I MAX.UNIT I MAX.UNIT 3 MAX.UNIT / I HEIGHT I" HEIGHT I^ HEIGHT I" HEIGHT I" PER TABLES 1&2 I PER TABLES 1&2 ! / I PER TABLE31&2 / / / I TABLES g 2 / / / ! I i L J 1-PANEL 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS • •• MAX.UNIT WIDTH • • •• .00. ••• MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH • NOIL PANEL WIDTH • • NOM.PANEL WIDTH PER TABLES 1&2 • • T PER TABLES 1&2 • I MAX.UNIT • ••• I I HEIGHT I MAX.UNIT PER / / mer • ••• MAX.UHEIGEINTIT • HEIGHT I^ TABLES 1&2 • i•PSR TABLES I tf• / • • / / ! PER TABLES 1&2 / / / / / I S room i 00:i •••••• -� S-PANEL CONFIGURATIONS J Dura wrnwCmOasoRNER wvws wn�x • • PANEL CONFIGURATIONS • • ••• 00.0.0 ••606: PRODUCT RENEWED • • • •• as aomptyyttna with the Florhla Max.UNIT WIDTH MAX UNIT WIDTH BWtah%Coyle •• •• • • • NOM.PANEL WIDTH NOA-No. 18.1210.01 NOII.PANEI.VJ �l), PER TABLE9� PER TABLES 1&2 , 8upiration Date 04/14/2021 3 M! a Kodao Control MAX.UNIT I MAX.UNIT / HEIGHT / I' HEIGHT I� PER TABLES 1&2 / ! / / / / / I PER TABLES 1&2 / / / / / / / ! vaa•r I J 7-PANEL CONFIGURATIONS 8 PANEL CONFIGURATIONS CONFIGURATIONS NOTES: °X°-OPERABLE PANEL �� i DLO WIDTH=NOM.PANEL WIDTH-8.9!18" �� 4YNN 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB °0°=INOPERABLE PANEL DLO HEIGHT-DOOR HEIGHT-11-1/1 S° 11 .�� o��•• <<F LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN "p"=POCKET PANEL HEIGHT-DOOR HEIGHT-2-112° POCKET CONFIGURATION CAN BE OXXXp. "k 58705 2)SO-&136•CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) 101061`15 = EXAMPLE CONFIGURATIONS JROSOWSK) 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND a a ;fin'•. sT e F REVIEWED BY THE AUTHORITY HAVING JURISDICTION, Rye �� C '•.JPLOfi10�''�C��. �DETAILLETTER CERT.oFRUTH.NM99 • �'�.;csQIU'/��-�G```` 4)FOR NOM.PANEL WIDTH,SEE TABLES I&2 1070 TECHNOLOGY DRIVE 6)MAX ALLOWABLE FRAME SQUARE FOOTAGE=472.668 FT° SHEET NUMBER N.VENICE,FL 34275If a LYNN hm vers,PAL(941)-480-1600 SGD 5570 NTS 2 OF 21 MD 6570.0 F.I as9ros DETAI—LA l DETAIL81 NOTE 4.SH SEE ANCHOR THRU,xwaoD DETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3 .M.MA80NRY FAC1N0 E%T. uvreaLocK uvro M£rat MMETTAAL SUBSTRATE ADS BEYOND THE CONCRETE(CMU PER FRAME WIDTH ANCHOR REQUIREMENT +e —►I 1!4°MAX REQUIRED IF MGHT IS o EVERR �at as TYP.ANCHOR TYPE, •: I EMBEDMENT AND `• ,'°� e1 MAx�^oa net DISTANCE EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1& so DAYLIGHT IO ! D 20 NOTE 3,BELOW OPENING y ae — — 1 3331 e e WIDTH EMBEDMENT .•~ i ••• �• •'l. \ d I EDGE • • ••EbGso I 82 DISTANCE •• D1111 CEj� , zs za sa I I 28 20 27 �SEENortee, 1/4°MAX. ••••• / SEENOTEB, "'�/ V Tt,l8 SHEET • ••• • THIS SHEET { { SEE NOTE S./ aC OR 2X WOOD 3z Tws SHEET EMBEDMENT e 0•f RUCKSTRIP ,SEE SEE NOTE 6,TH38 SHEET 20 q8 X 314"SMS REINFORCEMENT SCREW;7 TYP.ANCHOR TYPE, ANCHO / DOTE 4,SHEET 1 L-^————, 83 PER STILE,LOCATED AT CENTERLINE AND 8", • 0#0 ,�•/ ) ,•••• EMBEDMENT AND ••• E EEiA,`•' j•••••• HORIZONTAL SECTION(XXX SHOWN) ``` 9"&12"FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER DETAIL B2 SUBSTRATE,SEE • :•'L TI�y; •0 0 0 0• DETAIL C2 DETAIL D2 ASTRAGAL T NO E 3,BELOW • • • • 1 IL� IMERLOOx INTO MASONRY FAMN6MT. • 0 2X WOOD BUCMSTRIP OR •'i►riDet�vooD 19 REOUIREO IF DOOR EMBEDMENT �' • ••9t WOO 0.SEE HOR ee DAYLIGHT at�HEIOHT M OVER 4 ——^— ANI; •••••• et 114"MAX. ►I 1 PRODUCT RENEWED Nai6►3►SHEET 1 OPENING I� +.` EDGE I as eompiyl 4 with the Fladda • • WIDTH f 1 DISTANCE I xolA-110. a 15-1210.01 • 0 TYP.ANCH h1°Le 0 4 sr00 0 . NOTE e.i�m,,WERT T _ t expireteon nate 04/14/2021 25 EMBEDMENT AND* V TYP.ANCHOR TYPE, I I By EDGE DISTANCE PER es a3 a EMBEDMENT AND miami a Product control SUBSTRATE,SEE a r EDGE DISTANCE { I TABLE A,SHEET 1& 31 NOTE 3,BPER SUBSTRATE, SEE TABLE A SHEET EDGE C� 1&NOTE 3,BELOW DISTANCE { b ----J PANEL WIDTH _CONCRETEICMU PER ASTRAGAL MAY BE �+ 114"MAX.' ANCHOR REQUIREMENT INSTALLED IN EITHER HORIZONTAL SECTION(XO SHOWN) tt EMBEDMENT FIXED PANEL CUP& INTERIOR OR DIRECTION. .��C`l��N,�t4,"p NOTES ANCHORS,SEE ALL PARTS IDENTICAL. 0 �1�eNSF'':�Q DETAIL SHEET 19 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REM-=E:MENTTYFES(SEE NOTE S.THISSHREn ;c 2)REFER TO ANCHOR NOTES,SHEET 1. 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FORAY pq�F `. O O VINYL SLIDING GLASS DOOR NOA(LM) 10106J16 =ANCHOR QUANTITIES,SEE TABLES 1&2. SMFS AND)` W 4)CONTINUOUS ANCHOR PLATE,ITEM 118,IS REQUIRED A7 ALL HORIZONTAL.RA0.s INSTALLATION,HORIZONTAL X SECT. $ J ROSOWSKI .p �iG FRAME ANCHOR LOCATIONS. < 6)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD ® �`, •.Ftot?� �� 8 SEE TABLES&2 FOR REINFORCEMENT REQUIREMENTS.ALL FAR CERT.OF AUTH.szs28a m m N AL ` ` REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF INTERLOCKS � � � 1070 TECHNOLOGY DRIVE � �� r'r+fill I l t L THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD N.VENICE,FL 34275 A LYNN NLLIEFS PE. 7)SEE SHEET 20 FOR SCREEN DETAILS. (941)-480-1600 SGD fi570 NTS 3 OF 21 MD-5570.0 p.E F soros DETAIL E3 DETAIL E4 DETAIL E1 TYP.ANCHORTYPE,EMBEDMENT DETAIL E2 NNMMETaL DADE APPROVED MULLION,FBC INFO MASONRY' AND EDGE DISTANCE PER IMO WOOD MABD,�Y COMPLIANT ALUMINUM/STEEL tx SNyctcsrwr SUBSTRATE,SEE TABLE A.SHEET FRAMING OR STEEL STUD,MAY 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR Typ ANCHOR TYPE,EMBEDMENT CONCRETE/CMU PER4MA.N BE VERTICAL OR HORIZONTAL FRAMING,SEE ANCHOR AND EDGE DISTANCE PER SEE SUBSTRATE PROPERTIES, CONCRETEICMU EDGE NOTE 3,SHEET 1 \ANCHOR REQUIREMENT SUBSTRATE,SEE TABLE A,SHEET TABLE A,SHEET 1 PER ANCHOR DISTANCE EDGE 1&NOTE 3,THIS SHEET EDGE REQUIREMENT DISTANCE DISTANCE E DISTANCE EMBED a. MENT EMBEDMENT EMBEDMENT EMBEDMENT =; '•~ :>,• ' 1/4".MAX. e 114"MAX. 114"MAX. a 114"MAX. 1/4°MAX.1XOR2XWOOD • BUCKSTRIP,SEEa TYp.ANCHORTYPQ EMBEDMENT AND TYPE,EMBEDw ANCHOR NOTE 3, a EDGE DISTANCE PER SUBSTRATE,SEE CE PER SUBSTRATE,SEE •••••i es T SHEET 1 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET • 33 NOTES a / \ •/ • FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. • • / LOCKSTNLES, 2)REFER TO ANCHOR NOTES,SHEET 1. •• �/•• • • AS $� 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, • • G' AND 98 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM,PANEL WIDTH-8-9H 6° ••• ••••i •• •• HORIZONTAL SCREW 3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM 118.IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16" • ANCHOR PLATE AT • • RAILS CENTERLINE AND W FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" • /ERY ANCHOR •• •• (FACTORY INSTALLED) 6)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS- 0000 EQUIREMENTS.••• DAALIGHT •• •• QQ PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL PRODUCT RENEWED • •t1PING • FRAME See HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT • • HEIGHT NOTE S, SILL RISER EXACT DIMENSIONS. Nom�s Nn owttN,the inortae • 000 • • • THIS SHEET VARIES WITH •••••• REQUIRED .010A-Na. 18.1210.01 • • POSITIVE ExplratNoe Date 04/14/2021 ocre�xop DESIGN .390 °13° us ea PRESSURE, .390---1 BY Todoet control SEE SHEETS .390 p at o� 7&S. N— 2.947 3 �a —.300T 2.379 I I 1.793 `L 4.041 1/4"MAX. 42 m46,41.SO�APPLY .823 1 2.887 3.484 GROUT AS e 1.917 NEEDED,SEE to ao —r 1 pgp 080 080 ANCHOR NOTE z t2 2.1/2°=TOTAL .080-6——I 5,SHEET 1 e a 114"MAX, a SILL HEIGHT SILL RISER SILL RISER 4a SILL RISER @4SILL RISER 2-1/2"TOTAL O(3.1/2"TOTAL O(4-1118"TOTAL618°TOTAL `.� p\ay,••• ••��F��i ... ( �`I`.•v�C ENSO �i SILL HEIGHT) SILL HEIGHT) SILL HEIGHT} SILL[HEIGHT) S �c EDGE EMBED• j .. q EMBEDMENT MENT DISTANCE VINYL SLIDING GLASS DOOR NOA(LM) 10105116 >pppE TYP.ANCHOR TYPE TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X SEDT. £ J ROSOVVSKI = a`:Q y IS I b DISTANCE EMBEDMENTAND 2X WOOD EDGE O EMBEDMENTAND ® < <� FT��pP.•�(j� EDGE DISTANCE FRAMING,SEE ANCHOR EDGE-DISTANCE CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, CERT-OFAUnL#2M m mS`nNJ ��`�` PER ANCHOR pETAIL f=1 SEE TABLE A, DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY DRIVE REQUIREMENT INTO MASONRY SHEET 1&NOTE 3, NNSOwoou SHEET 1&NOTE 3, N.VENICE,FL 34275 A LYNN rauLeN:,Py- THIS E THIS SHEET THIS SHEET (941}480-1600 3GD-5670 NTS 4 OF 21MD 6570.0 $ ��$ PF s5>tms ' z Q 71 A 71 WORM 38 ! Q 38 Z6 88 3r a 1&8'O.C. 1 !I 33 19 98 SSESHEEOT19 MTERM DETAIL I-I2 38 is 95 MAX 3.8.O.C. R OUTRIDE CORNER p SEE SHEET 18 /Y'-',' 89 ❑ 40 (} 80° ✓ l 93 39 iJLJ O ❑ go 26 + • •• 94 • 37 • ••• ..= •• : � 41 • • • • • •* • a •35•• O 80° 39 as ' FD-E?A CGI r MAIC 18.8•MC 94 • ••• •• 13s`• • O� 90° • • i D INSIDE CORNER 40 INTRM 41 0: ExTER'Q—RL— SEE SHEET I9 • ••• • •• z PRODUCT RENEWED •• ascomp with Nus Florida -1210.01 • • BuDding Cels • ••• • •• • Noallo• 15 04/14/2021 ••• Eapiretion Date • 135° Q �NTERwn Mlam nniuot Contra O D•P 2 - ' NOTES 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14 818 FOR ANCHOR LOCATION 8 SPACING,FOR ANCHOR 25 28 xm QUANTITIES,SEE TABLES 1 8 2.' ``�51+i 36 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERK)R, .� I�yNN 144 DEPENDING ON CONFIGURATION. �� AOa eeNse DETAIL G2 MAx1a8°O.R 536. Mtuc3s•oc 50 � VINYL SLIDING GLASS DOOR � 10lOSH6 _•per Ko.�g70' _ SEE SHEET 19 ^' a DUTRIDE CORNER wCORNER ASTRAGAL HORIZ.X SECT. J ROSOWSKI y ( s{'� ;w CERT.OF AUTH.02M m m i,i`S`v'IONF�4 + 1070TECHNOI.OGYDRIVE N.VENICE,FL 34276 A. E9t�ILERrE. {841}480.1600 SGD-6670 NTS 6 OF 21 a MD-6570.0 �� F. 988708 DETAIL-1-1 DETAIL 12 OPTIONAL NON- INTO MA30NRY 9if0 MASONRY CONCREiEfCMU STRUCTURAL EDGE PERANCHOR ANCHORS FOR INTERIOR POCKET 21 22 Typ.ANcHoRTYPF-EMBEDMENT DISTANCE REQUIREMENT JAMBza sr AND EDGE DISTANCE PER 33 SUBSTRATE,SEE TABLE A,—\ ATPOCKE113'. SEE FIG 1, FIGURE 1,NrEmOcKS INTERIOR POCKETS MUST THIS SHEET 30 SHEET I&NOTE 3,BELOW FOR DOOR HEIGHTS W AND LESS: -STRUCTURAL, INCLUDE A NON 10OPT. LICE ANCHOR 31 FRAME JAMB TO REDUCE THE 21 POSSIBILITY OF WATER INFILTRATION. 114"MAX EMBEDMENT18 17 T. ,4 • 111 OPT. POCKET BY OTHERS SEE XMMR NOTE 0 BELOW' EMS 15; FOR DOOR HEIGHTS OVER 86 00 114°MAX 0 • MEND' OPT. 210 97 0000 MAX O.C. ANCHOR :1 00: SEE PIG 1, 3wo 0 0 *0000: Ty�.ANCH011 TYPE,EMBEDMENT CONCRETEICMU THIS SHEET 31 • 0*0 0 0 ANDf.DGE DISTANCE PER EDGE PER ANCHOR 28 27 •• .ETI DISTANCE REQUIREMENT 0 •00 :9 0 0 00,900 &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 21 *0 0:000: 0 • TYP.ANCHOR TYPE,EMBEDMENT 0 0 see* AND EDGE DISTANCE PER 0METALjYP,,SEE ANCWQSNWro SUBSTRATE,SEE TABLE N SHEET I 0 4,SHEET 1:ANCHOR LEN(FrH TO &NOTE 3,BEL 2X wooD sUcKSTRIP OR PRODUCT RENEWED •BEAA%QF.4THREAD%tNM EDGE as com: /--FRA ING,SEE ANCHOR Building a W with the Florida DISTANCE NOTES, . I5-1210.04 THEWETALSWSTRWE IE3,SHEETI e 0 •0 • EDGE MOA-Mo. DISTANCE OPT.ANCHOR OPT.ANCHOR Expiravon out.04114(2021 Ft)F.TAjL 13 EMBEDMENT BY INroMETu 117 Fr. w OPT. wili—mi:.��eurtt Control DETAIL 14 EMBEDMENTlie L_LNT WOOD_j 1/4°MAX oMAX 10 SEE FIG 1,31 SEE FIG 1. THIS SHEET 28 27 THIS SHEET 22 21 81 EXTERIOR POCKET EXTERIOR POCKET 58705 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 NOTES APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,HORIZ.X-SECT. 1&, JROSOWSKI 0 V2- i)DETAILS 2)REFER TO ANCHOR NOTES,SHEET i. 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES I&2. .... .... 4)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. CERT.OF AUTH.#M290 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVE D-BW670.0 0)POCKET WALL OR cAvrry IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 Efml A NM P AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION- 1(941)A80-1600 FFAstMal 1: Design Pressure(DP)and Anchor QuenffUes Required, (for a0 approved oon6gurallona on Sheat 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE Alass Types 1,3 ore �° � � SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Reinforcement#28 lis-15116-01.0 Height 7216118'DLO Heigh) &llr DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockage Reinforcement#26 or= Anchor Group Anchor Group roup MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std Interlock Relnlbroament#27 A B C D A B C D :A�E C D CONSIDERED,SEE TABLE B1,THIS SHEET. Oea/gn Presaun9 +8p/-BQ psi +80/80 ps► +80/60 psi #OF ANCHORS THROUGH THE HEAD&SILL(Q(FOR C3+1,3 ANCHORS 18118' HesWSIII C3+1 C3+1 C3+1 1 C3+1 �+133+1 C3+1 C3+1 C3+1M1131 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24° OLoMIDSPAN OF PANEL). Width Jamb 5 5 b 5 6 6 6 TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 5 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, nPresaioe 4WIF-Oppef +60/.Wpsf +60/-w per PERPENDICULAR 70 THE GLASS. 2fMl bleadf81f1 C3+1 03+1 C3+1 I C3+1 03+1 1 C3+1103+1 03+1 C3+1 C3+1 C3+1 C3+1 • G Jamb 6 6 6 6 6 6 S 5 5 5 6 • Width ePtiook 7 7 7 7 7 7 7 7 5 8 8 8 • • nPnrasia� $80/-wpsf +80/-60pst +e0/-daps/ 31-it8 HeadiSlU• + +1 C3+1 C3+1 C3+1 C3+1 C3+i C3+1 C3+1 C3+1 C3+1 03+1 .0 • Jamb 6 6 6 5 6 6 6 5 5 6 b 5 • • P_I 7 7 7 7 7 7 7 9 B 8 8 •• • npress • w6ol-0psf +60/-Wpsf +80/-60paf 37-118° TABLE B1: �__, • • �� "• dlead131p a+ 1 p+1 +1 1 C3+1 C3+1 C3+1 C3#C3C3+1 C3+1 Jamb 5 6 8 5 5 6 5 55 6 WateaLlmitedWldth P hook 7 7 7 7 7 7 7 7 88 8 (+}DsslgD Pressure FIG 1: OH 7LENCi H • • �y�Proas 80/-(Opel +80/BDps! +80/(Opal *42 Mo.(+) • • • 43118 4ieadl$IU•• +! +1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Allayed DOORASSEMBLIES 48° SLS• INSTALLED WHERE THE PRQDUCTRENEWED •Jemb • �• b 5 5 b 5 5 8 5 8 8 6 as Note 2 n Width w OVERHANG(OH)LENGTH IS as compsqi,�g with the protide •• • • P ttoolt 7 7 7 7 7 7 7 7 8 8 8 8 38.7 pa 9EQUAL TO OR GREATER THAN Notes Cade1s-1210.01 80.0 PsfpTHE OVERHANG HEIGHT IS EXAMPLE ON SHEET 8 EXEMPTED FROM WATER Expiration Dat•04/1412021 +80.0 ps INFILTRATION RESISTANCE. 45 4-18° +60.0 pat Miami- product ontrol DLO WIDTH=NOM.PANEL WIDTH-84VIO' ``vtvU+rI,i DLO HEIGHT=DOOR HEIGHT-11-1118° ��`ON1 4YNN M// PANEL HEIGHT=DOOR HEIGHT-2112° �`��.. krisg'�F�p `. TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(LM) IAI 10/06/15 1c. Wc,58705 1)IF WATER INFILTRATION RESISTANCE 13 REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 DP&ANCHOR QUANTITY TABLE J ROSOWSKI 4 AND TABLE 81 DETERMINES THE WATER LIMITED(+)DP. .a Pb kl 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1.ASILL c n` ST QED RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. iG % :'•FLoa�D?. 3)SEE SILL RISER TYPES ON SHEET 4. CERT.OF AUTH.9Ea296d �'��S ......... """ 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. d )NA4 1070 TECHNOLOGY DRIVE '��O A- 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34276 A LYNN MILLER.RE 8)SEE SHEETS 11-18 FOR ANCHOR LOCATION&SPACING (941)-480.1800 SGD 5570 NTS 7 OF 21 MD-5570.0 , $ p E�6978a TABLE 2: Design Pressure(DP)and Anchor Quantltles Required, (br all approved con9guratlons on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN W*tar: Door Unit H4ght PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Use this 80 84• nit 108° 120' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Glass f Types 2 or 4 Astragal Relnicroement#29 S&15f18•MO Height 72-16116'DLO Height 8416/18•DLO Height 98.96118•DLO Height 10&ifd18"OLD Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Looketile Retntorcement#Z6 Anchor Group Anchor Group Anchor Group Anchor Grasp Anchor Group CONSIDERED,SEE TABLE B2,THIS SHEET. HD Wedock Reklblooment#28 A B C D A B C D A B C D A 8 C D A B C D #OF ANCHORS THROUGH THE HEAD&SILL(Ek FOR C3+1,3 ANCHORS Design Pressure +10014W psf +100/-100 pet +100/•100 pal +BO/•88psf +80/-65psf CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 191/6' Hea&S81 03+11C301 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C6+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+i 03+1 C3+1 MIDSPAN OF PANEL). 241 DLO Jamb 6 6 6 S b 5 fi EL 8 S 6 S 8 8 e 8 8 8 8 8 TOTAL#OF ANCHORS THROUGH THE JAMB. Wldlh TO— P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 8 9 9. 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 26118" DwrPresaure +100/400paf +100/•t00psf +100/-fwpsf +60/-05 par +60/-BSpsf PERPENDICULAR TO THE GLASS. �, Hea&SM C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 03+1 C3+1 C6+1 03+1 C3+1 C3+1 nth," •• Jamb 6 6 6 8 6 b 9 6 6 S 7 6 6 6 6 8 6 6 e 8 • • •• -hook • 7t 7 7 7 7 7 7 T 8 8 8 8 9 8 8 9 10 i0 10 i0 •• • Ds Press + /-100pof +100/-100paf +100/-100psr +60/-8•w •w/'wpsf FIG 1: • 31 ••blead1S111 C5+1193+1 C6+1 C3+i Cfi+1 03+1 C5+1 C3+1 C6C3 +1 C5+1 C5+1 C3+1 C5+1 +1 C3+1 C3+1 05+1 C3+1 C3+1 C3+1 OH LENGTH D mb • •fi 8 5 S 6 8 5 b $ 7 6 B 8 8 8 6 8 0 8 •i • Width in •6 P-h(x* •!� 7 7 7 7 7 7 1 7 8 1 8 1 8 8 9-1 9 9 9 10 1 10 1 10 10 DOORASSEMBLIES •i •• Daslgl PressTHE we • 0000/400paf +100/-0oopsf +f00/-100Psf +80/-�psf +80/85psf OVERINSTAANGLED (OHRE NG 37418 V9,6gig G X3+2 C5+2 t +1 C5+2105+2105+21C3+1 (�+2 C6*2 C5+2 C3+1 CB+1 C3+1 C6+1 C3+1 txi+1 C8+1 C$+i C3+1ii OVERHANG(OH)LENGTH IS •• 42- Width Jamb 6 6 7 $ 6 S 7 5 5 6 8 $ 8 8 6 6 6 8 7 $ z0 EQUAL TO OR GREATER THAN • THE OVERHANG HEIGHT 13 •• ••rp hook • •7 7 7 7 7 7 7 8 8 a 8 9 9 8 9 10 10 10 10 EXEMPTED FROM WATER • Da Pressure 100/-100psf +100140*psf +92/-92psf• +80/-65psf +60/85Wf INFILTRATION RESISTANCE. • 43.118- HeadlSUl • S5+2 C5+2 C3+2 CS+2 C6+2 C5+2 C3+2 C6+2 C5+2 C5+2 C5+2 C6+2 C3+1 C5+2 03+1 C5+2 C8+1 06+2 C3+1 48• DLO •�mb • al •6 7 6 6 5 8 S 6 8 8 6 B 6 7 8 6 8 8 8 •• • Width TABLE B2: PRODUCT RENEWED • •• ••!P-Iwok 7 7 7 7 7 7 8 8 8 8 9 8 9 8 9 9 10 10 10 10 as oomplYt wan the Florida • Des/gn Presau>fe • a80/80ps1 +80/80 psi +80/-80psf ps +541/-587 Water•LImIRd 6uhdlag Coe +BO/B6 I ps1. 10A-No. 45.1210.01 •• • 49-tW sad/S51 06+2 +2 C5+2 C3+2 C5+2 C3+2 C5+Z C3+2 CS+2 C5+2 05+2103+2 C5+2 C$+2 C5+2 C6+2 C6+2 C6+2 C5+2 05+2 Design Pressure 64° IAd Qt 8111 Dom.S13 Max.(+)DP Exptratlon nate Q4/14l2021 •Jamb 6 5 e S 6 6 7 b 6 5 8 6 8 8 8 B 8 8 8 8 P Iw4c 7 7 7 7 7 7 7 7 wed 8 8 8 8 9 9 9 9 10 10 10 10Ris� � o sy NI1am a raduct Control DeslgnPmaute +80/-Wpsf +8D/•80psf +80/•80pd +59.1144psf +496/-53.7Psf None 1-11/16' SesWe2 651/8° HeaMM C5+3 C3+2 C5+3 C3+2 Cb+3 C3+2 C5+3 C3+2 C6+3 CS+2 C6+3 C3+2 C5+2 C5+2 C5+2 C$+2 C5+2 C5+2 Cb+2 C$t2 42 2112' +38.7 par 80° DLO Jamb 6 b 8 6 S 6 7 6 6 6 8 8 a e 8 6 8 6 8 S 43 3112' +80.0 psi Width P•hook 7 7 7 7 7 7 7' 7 8 8 8 B 9 8 9 9 10 10 10 10 44 4111 +80.0 pet •+/-100.0 PSF FOR ANCHOR GROUPS B,C&D. DLO WIDTH=NOM.PANEL WIDTH-84118" ��tan LYNN DLO HEIGHT=DOOR HEIGHT-11-1/16" ��r� uoeNSF.l�Fp�', PANEL.HEIGHT=DOOR HEIGHT-2.1/2" z`t �c No.56705 TABLE NOTES: rVINYLDING GLASS DOORNOd) ill 05/15 �. `1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 n I�r��{-SAND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. HOR QUANTITY TABLEWSKI ,xs %. STA7L Of2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL •.Ftoiti0?:RISER IS NOT REQUIRED.IF 30,+DP'S SHOWN IN TABLE 2 MAY BE USED, 3)SEE S0.L RISER7YPE3 ON SHEET 4. c.ERT.of AUTH.0292es4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE.,FL 34275 gg0.LYNN MR I ER PE6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (841}480-1800 NTS 8 OF 29 8 P.E#66706 EXAMPLE: INTERIOR �rTMtAVE BEE F1Cim BELOW FOR AODITIONAI. 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PX)K FRAME JAMB REQUIRED HEAD SPLICE (—OF wreacc( �OF INTt:RLOCK AN��INFORMATION. INTERIOR MOUNT POCKET,48'X 84'NOM.PANELS, 0INTERIOR POCKETS 6. �JTERLaYE I CENTERLINE C&BERLM LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OF PANEL t OFpANEL 2 OFPANEL3 PROJECT DESIGN PRESSURE REQUIRED:+48.21-68.8 PSF POCKET BY OTHER$SEE NOTE 8, SHEETS 28-W MAX. 8• ANCHORAGE •+r SHEET to W ANCHORAGE, MAX. s' SHISET12 '(WCLYSTER SHEET 1a EXTERIOR •Cs•CLUBTER EW ('� SHEET 12 SHEET 12 (MW.I ANCHOR) V' sPuRANONE SEE POCKET INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.AWCHOR EXTERIOR - NON-BTRUCTURAI.ANt9i0FD MAY SHEETS pXXX(3TFiACK) 'f0 AIBMN BE ADDED IN-FIELD A8 NEEDED TO 10, • ALIGN THE HEAD OR SILL ff A I SEE PIGURE BELOW FOR A�ITIONAL • • ALIONMt31�•• •• SPLICE OCWN�YIITMNAPOCKET. SILL SPLICE INTERIOR CENTERLINE I'^C pyTERLOCK ANCHOit INFORMATION. • ••• •• • 8• CENTERLINE OF BQTERLOCK CENTERLINE Il CENTEf"ff • • OF PANEL 2 OF PANEL 3 *see MAX, OFPANEI.1 • �rt�tt• f•NT•F••• POCKET gy o 0 0 0 • ••• •-' •--•- OTNOTE SEE o 0 0 • �� 0 0 0 0 ••• • e •eu• SHEET 8 28 /8'MAX. 8' • • •*r '+YANCHORAGE. 'r2•ANCHORAGE. MAX. 000' •• ANCHORAGE, *so* • SHEET 11, SHEET 11 BHEEf 11 • • e ••• C3'CLUSTER, 'C3`CLUSTE11 END ANCHORAGE EXTERIOR • ••• SHEET 11 SHEET 11 (MR 1 ANCHOR) • • • •p�•�� MA' FRAME JAMB SEEPOCKETJAMB r MAX. REWIRED M' INSTAIIkT10NON SILL ANCHORAGE DETAILS • •e• • • O.C. INTERIOR POCKETS SHEETS PRODUCT RENEWED *:90 • 1)KNOWWG THE PROWCTS REQUIREMENTS,SCAN 7HROUGHTABLES 1 82 PXXX(3 TRACK) as aompt in with the Plorid+a • • FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF 110"e • ••• • • Noa-No. 95-1210.01 0000 +48.21-68.8 AT A NOM.PANEL SIZE OF 48'X 84•.FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: Expiration Date 04/1412021 • DESIGN PRESSURE IS+80M WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXTCWSUR PRESSURE REQUIREMENTS. TO BE 26 O.C.OR LEss By 1MIamH a not Coatrot FOR WOOD INSTALLATION USING ANY Head)881 C3+ ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OR• I P4=k I7 0 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: QENTERLINEOF END PANEL s•MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE'C3'CLUSTER ANCHORS AT S•MAX. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE OPT.ANCHOR THE (INTERMEDIATE ANCHORS): MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ro 1D w HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE°+2 ANCHORS AT THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER ALIGNMENT MIDSPAN OF EACH PANEL. ``\ P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE*CW CLUSTER ANCHORS AT 25.3/8',OTHERWISE ANCHORS ARE NOT REQUIRED AS �� OhC(� ANCHORAGE ANCHORAGE THE INTERLOCKIASTRAGAL. IPERTHE FIGURE ABOVE: ��:''L\CCNSF'•,Ep SILL(INTERMEDIATE ANCHORS):SHEET t i FOR THE'+2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL " Nu.SB'IO5 JAMB:b ANCHORS,SHEET 13 FOR GEN.LAYOUT. FVINYLDING GLASS DOOR NOA(LM) 110/db11bFOR PRODUCT REFERENCES.ALSO SEE: P HOOK 7 ANCHORS,$HEFT 13 FOR GENERAL T DOOR EXAMPLE MMD-4N670.00 S bA)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT, % ) •, srAIE F i lLOCATIONS OF CROSS-SECTION DRAWINGS. ' 0 'B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN (C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: CERT'oFAUTH 42eaee �NALD)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 41070 TECHNOLOGY DRIVE E)SHEET 10 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 4ALYNNMILLER PEF)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 8 (841)480-1500 SGD 5570 NTS 8OF21 g P.E98BT08 J;A -1tir NOM. 3MGLASS 7H8'NOM. 7118'NOM. 0*PYB NOTE �1 s.yj GLASS 3116'HS GLA88� 31`18" GLASS 78 1)BACKBEDDING SURFACES SHALL NOT 080.m Ai0`SG 7/tTPACE 7i to BE PAINTED OR LAMINATED. 31116'ANN GLASS 31GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR PANTED/ 3/18`HSEDI LAMINATED D EXTERIOR GLAZED,PROVIDED THAT THE LAMINATED ATED 83 /— 'HS'SURFACE OF A LAMINATED GLAZING so 81 SURFACE Q eACE SURFACE UNIT IS ADHERED TO THE GLAZING LEG.l�- PRODUCT 18R10R- I I °ANN'=ANNEALED PRDDUCT IS'EXTER IORPRODUCT Is*EXTERIOR. I IGLAZED'IF 18 7J8°NOM. n=GLAZED"IF 988$116 718'NOM. OLAZEf7'IF 988.8118M. TOWARDS TTET80R i GLASS 'Hs HEAT STRENGTHENED TOWARDS THE EXTERIOR I I GLASS TOWARD$THE EXTERIOR.IS a 'r=TEMPERED SITE IE ^PVI'_.090'BUTACITE®PVB INTERLAYER g I BY KURARAY AMERICA,INC. M7ER[OR PRODIWOR. I I 'SG°n.090°SENTRYGLAS®INTERLAYER PRO I$"INT • • •• I PROOUCf I8'iNTERIOR• IGLAZED'IF IS I » BY KURARAY AMERICA,INC. IF98D8It8 . . • ®-��1� ITOWARD$ TERIOR.TOWARDS THE INTERIORTOWAyD$THEINTEfiIOR • • I �•• NOTE$•• • B8 SEE NOTE 2.TSHEET SEENEET 2. THISSHEET • GLASS SYPE 10040 00 GLASS TYPE 2 GLASS TYPE 3 • • 1-U18'NOM. 1-3H8'NOM. ••• • S0. "•• HOT MELT BUTYL 3118"ANN GLASS 00*** s>rlRUCTURAL 3118"HS GLASS • • • •••• SILICONE SW AIR SPACE ••6 STRUCTURA� Ay • FOAM 3116'NOM. HEAT-MIRROR FILM .096'PvB_ PtY1SOBUTYLEPT 3118'HS GLASS 75 To H DESICCANT • WITH 77 78 8131 W TSPACE 3116'HS GLASS • •i'�'Y • ••••••DESICCANT 7118"AUt SPACE 9N 8'7 GLASS 000 PRODUCT RENEWED EXT.GLASS • •EXT.GLASS 3111/°T GLASS PAINTED/ —LAMINATED as comp n with the Florida LAMINATEp BalldinS • ••• •• O a1 /—� T� 84 �SUfACE ROA-No '155-112110.01 • • `Cf SURFACE <71 a \ expiretton Date 014/2021 INT.GLASS INT.GLASS PROD UCT 19'EXTERIOR- I \ PRODUCT IS'EXTERIOR- I _ GLAZED`IF Rfl2.8315 R 1 7G aLAZED`iF98418 I O 1Tie GLASS M�iamt- of Cartrol TOWARDS THE EXTERIOR.i O LJ I DME � TOWARDS THE EXTERIOR.I I KODISPACE SUPER SITE 4SG TPS 0 SPACER®NXT'm a wTER{pp I PRODUCT IS'fiNTERIOR- I I 78 OUIZE 'ID F#04 18 I 78 ALUMINUM OLA2P.D` 982.6315 I TOWARDS THE INTERIOR. REINFORCEMENT POLYISO• DESICCANT FILL AREA TOWARDS THE INTERIOR. I I BUTYLENE 8/16'NOM. SEE NOTE 77 5116'NOM. SEAL SEE NOTE 2, THIS SHEET DEstc BUTYL ROLL-FORMED GLASS TYPE 4 ``��aNY SILICONESEAL Tf°S T GLASS TYPE.6 FOAM STAINLESS STEEL . 1.10ENS�c'•.Fip �� M.GLASS tNo.58705 EXT.GLASS z S VINYL SLIDING GLASS DOOR NOA(LM) � 10/05/15 = kTTr �> GLAZING DETAILS 4y Z J ROSOWSKI ��'' lo ;'tri INT.GLASS INT.GLASS ® < 9 � COF80P.•,G`=�` �DURASEALO OA EDGE"" CERT.OFAM.#"M . �'��,�UNAI_ �11� SPACER SPACER 1070 TECHNOLOGY DRIVE $ 11 N.VENICE,FL 34275 s� A LYNN M LLER PE (941)-480-1800 SOD5570 NTS 10 OF 21 $ MD•6570.0 P.ES 68785 SILL CLUSTER ANCHORS LAYOUT: SILL°+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL DR PANEL PANEL_ ASTRAGAL OR INTERLOCK PANEL CENTERLINE CENTERLINE I INTCENTERLINE CENTERLINE 41 CENTERLIK£ 4° EXTERIOR EXT TOR E f�TE�ORLL EXTERIOR 2-TRACK CLUSTER'C3' � 2 TRACK CLUSTER W 2-TRACK INTERMEDIATE � 2-T A C HORL CATIO S �7 7 TRAC ANCHOR LOCATIONS ATE ANCHOR LOCATIONS ANCHOR LOCATIONS vt'ANCHOR LOCATION 't2'ANCHORLRMEDIA E 'a3'ANCHORLOCATION ASTRAGAL OR ASTRAOALOR PANEL PANEL INTERLOCK 4" INTERLOCK 4" CENTEPo�WE~ CENTERLIKE 4° CENTERLINE 4" CENTERLME 0 0 ° ° EXTERIOR --►y 3.22° EXTERIOR 3.2r _ Exr�ennI� R J�RIOR 3.22" EXTERIOR —�+ 3.22° `J TE 9•TRACKCLUSTER'C3' V 3•TRACK CLUSTER'C8• V 3-TRACK INTERNEOIATE �/ 3-TRACK INTER6ffO1ATE .3 ANcHON pC,ARACK npNS • ••ANCHOR LOCATION ANCHORLOCATIONS 'H'ANCHOR LOCATION ✓CANCHOR LOCATIONS •• •• ASTRAGALOR • • ASTRAGAL OR PANEL PANEL PANEL CENTERLINE • • INTERIiCK. • • INTERLOCK CENTERLQJE CENTERLWE 4" .*!(ww w el" CENfERLRIE 4° .. •• • ° °°• ••• im EXTEUOR 3.22° EP R EXTERIORI E -• 0 4-TRACK INTEWdEDUTE `, 4-TRACK INTERMEOIATE •• ••0 0'-TRACK {y� R��•• ANCHO CLUSTER *WACK NCHORRMEOIATE 'a2'ANCHORLOCATIONS WANCHORLOCATION • • • 'C3'ANCHOR LOCSAC1jUUN3 `C6`ANCk10RLOCAT(ON 4YANCHOR LOCATION 0• •0• • 0000•• NOTES: • •••••• 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 0 • • ••• FIGIAIEB PERTAINroiHEFOLLOYtlIN6S2L wrEaeumuTSAacKORLocvlaask 2)TRACK-TO-TRACK • LL DIMEpllflpq{S�S�iOWN ARE • NOTES: ••BASED•ON MINIMUM ALLOWED. DISTANCE IS 2.376° t2.3761 •• • • FOR ALL SILLS: 2)TRACK-TO-TRACK DISTANCE IS 2.376° 2.375" FOR ALL SILLS: PRODUCT RENEWEDF ii I I I I I r r r +1 ea comp)yryI��with the Florida `��tl LYNN Headt801 sanding Code Mi! Iamb 5 NOA-No. 15-1240.01 C��.•ucL NSF'.�Fp '� FauraeaPtmnwronnlrouowaKo3u Ffiook 7 Expiration DateON14/2021 CLUarEaAKC1iCl LCCATIat�: :' No.68705 '* VINYL.SLIDING GLALDOOR NOA(LM) 10IO6h5 ml m• Froduot control '-'— ANCHOR LOCATIONdP J ROSOWSKI ATV FCERT.OFAUTH.@20288rr1070 TECHNOLOGY DRIVE .�mb 6 A.LYNN MILLER.P.E. hook (9VENICE, 034275 SGD-5570 N7S 21 $ MO-6670.0 1 P.Etl8ST05 (941)-480-1600 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK 4° PANEL ASTMOALORPANEL CENTERLINE 4° CEMHPR�IB E 4° CENTHiLI' 4 CENTeMINE CENTERLINE EXTERNA 3.22° EXTERIOR 322• EXTERIOREEXTenR�IOR 322° EXTERIOR 3.22° 2.WCK CLUSTER•C3' � 2-TRACKCLUSTER•C6• V 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE V 2-WACKINTMEDIAT6 ANCHOR LOCATIONS ANCHOR LOCATIONS W ANCHORLOCATION •+r ANCHOR LOCATIONS u3`ANCHOR LOCATIO N3 ASTRAOALOR ASTRAGAL OR PANEL PANELS CEMEALSNE�r INTERLOCK RLOCK ° CENTERLINE CENIERIINE 4° CENTERLINE 4° 4 4.76° LA M(TERIO •--4 3.22' EXTERIOR —�+ 3.22° EXTERIOR EXTERIOR -TRACK RO .3-TRAOKCL(STER-Cr '� 3•TRACKCLUSTER'CV V `N� ANCHOTRACK R LOCATION ANCHOR TION '� +3 ANCHOR LOCATIONS •+r ANcatorttocnnol� • ••ANCHORLOCATION$ ANCHORLOCATIONS • • CALOR ° • ASTRAGALOa PANEL PANEL PANEL 4" •• •f ( �T INE f•*7 CENTERLINE 4 CENTERLINE CENTERLINE CENTERLINE • 6• •• • • f • 6• • ••6 n! g • •C3•ANCHORL6�•'•�OfIV>iT ' " OR ExTEIoR EXTERIOR j*6 • EXTERIOR 4-TACK •+r 4-TRACK I •+33` 4-TRACK INTERMEDIATE V ANCFORLOCATION8 DORLOCTIOS 06 4TRACKCWSTER v1•ANCHOR LOCATION C6ANCHORLOCATIONS NOTES: •• So i 6 •••••Ia FIGMSPERTARITOTHEFOLIIAI7NOmaw 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. • 060006 • •• INTEEURMATSANCH(MLOGTIOM • NOTES. . • f 2)TRACK-TO-TRACK •• ••1i ALL DIMENSIONWHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.376" 2.376" 006000 FOR ALL HEADS: 2)TRACK-T&TRACk DISTANCE IS 2.376° 2.376° FOR ALL HEADS: PRODUCT RENEWED ` �1y LYIVH JI��'ii�� Heeds 1 as compTying with the Florida ,\\\n,..•.•....•.' f( i� Je(eb $ R �� ILGENSF MCA-No. '•,EQ Now- 15.1210.01 IFIGLMESMIAMMIMFOLLOWINGHM P•hook 7 •'• ' caa>BTERAIIONonwcATwNs No.56705 Expiration Date 04/14/2021 VINYL SLIDING GLASS DOOR NOA(LM) 70/05/15 sy yy ifC; Mtam- Pro uet Control ��.,. IS�tb ANCHOR LOCATIONS B J ROSOWSKI :()��•, s7A'E F kr�� At P, Heed1851 CERT.OF RUTH.t!2f1268 a JSmb 6 1070 TECHNOLOGY DRIVE P•hooK I7 N.VENICE,FL 34275 A.LYNN MILLER,P.E. (941)-480-1800 SGD-55701 NTS 112 OF 21 MD-5570.0 P.E.S68706 FOMMSPERTAINTOTHEFpJAPANGJAMANCKPLOCATW ' P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL MEW): El 2.376' I'— 5.76" 7.125" 0" MAX I Hewes i 2 210210° jC Jamb MMAX. � P•hook Ll MAX. XTFJUOR ExrERla O.C. T O.C. OPT.,ANCHOR\1 TO AID IN ALIGNMENT NOTES: 8" 1)STANDARD ANCHOR LOCATIONS SHOWN. MAX. MAX FOR 3 AND 4 TRACK JAMBS.ANCHORS MAY • BE LOCATED IN ADJACENT TRACKS • 2 TRACK FRAME I JAMB K HORSRAME JAMB NFRAME (SIMILAR To THE i ••i •• •••• JAMB ANCHORS JAMB ANCHQRS R QUIRED TO EET M N EDGE DISTANCE JAMB ANCHORS • • • • CONSTRAINTS. • ••• •• • ••• • •:r • JAMB JAMB • • JAMB ••• • •• • • (3)WEEP NOTCHES (4)WEEP NOTCHES (6)WEEP NOTCHES ••• ••• ••• • PER END @ 1"X.500' PER END 0 V X.600" PER END Q 1"X 500° • ••• •••• ••••• SILL SILL, SILL • ••• • ••••• EXE IQR EXTERIOR EXTERIOR (3)TRACK WEEP HOLE3 TRACK WEEP HOLES 8"MAX. EVERY 2001.126'X.190° (g) (10)TRACK WEEP HOLE OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.126"X.180'; EVERY 24"@ 1.125"X.1901: / TO CH IN 24"Qa 1.375"X.600° (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY 24"Q 1.376"X.500" 24"a@ 1.375"X.600' ALIGNMENT NOTES: PRODUCT RENEWED ♦��llll 1111 rrrrr� 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) ascomp with Ow Florida ♦♦ �@1Y IY+`�N,y��7 �G OF ANCHORS REQUIRED IN THE P-HOOK. nulling Co�a ♦♦ `a• I(ENSE'•�Fp NOA-Na 18.1210.01 PI MOPERUMMTHfiM WANCPOCKET" P. AxCNORLOCAT10N8: lxpiratlon Dat•04/14/202'1 ='�'' No.58705 •'.>Y-_ VINYL SLIDING GLASS DOOR NTA( A gr amt- act 1ANCHOR LOCATIONS C � �S1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 A.LYNN MILLER RE.P•hook T SGD-5570 NTS 13 OF 21 P.E6t3703 (941}480.1800 RESP2RYAINTOTNE HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: RFlOU8°` so° ° 4° L 4. 4° Ll 4" 4° 4° 4" Flaad ic b o .jamb 1 8 " ExTERIat 3.22"pp;mm OROR �I 4=k 7 2-TRACK80°CORNER 2•TRACKSO•CORNER I . 'CANCHRLOTIONSt% 2-RCKSWCORNER XEO •AANCHORIOCATION3 O ' (USEWHERE'WISSPECMD) (USEWHEREVVISSPECIFIED) 'C'ANCHOR LOCATIONS (lBEWHERE-05-18BPWIFIEO)USEWHER 'CSSSPIFIED) Film • • e i •••i i •••• PRODUCT RENEWED • • • • 4° 4" as aomplyl with th•PbHde NWidlag Co� • •••• • i 4 • • 4" Non-No. 15.1210.01 • 04!14!2021 • •• Expiretlon Data • •••• • •• 4° 4" 4° ° M to Product Control 4° • • •••• •• • • 3.22" 3.22" ••• • 51"[OR 3.22° Ej(T ENOR EX�R , •3 ORLOCA ER •'�• CANC KSOL LOCATIONS �( 3-TRACK 90°COAt R V 3ANC OW CORNER ORLOCATIO • • C4' CHORLdCATIONS • • 'C0'ANCHOR LOCAItONS V •C4•ANCHORLOCATIONS 'C0'ANCHOR LOCATIONS ••: (USE W n'CT IS SPECSIEDJ..... (USE WHERE'CT IS SPECIFIED) ( IBE WHERE W IS SPECIFIED) . USE WHERE'C3'S SPECIflEDj ( • F • ••• •••••• Fi fi A R, • •• • ••• ••• (1YNN .,.p No.511705 -P ••• STATE OF 3.22° 4' 3.22° RI ��,;SS'1()NAl �•``` EXTERIOR 4•TRACK 80•CORNER EXTERIOR EXTERIOR 4-TRACKWOORNER JJJ�J1111��1` 4-TRACK M*CORNER 4-TRACKSV CORNER 'COANCHORLOCA,. __� 'CS'ANCHOR LOCATIONS v— •C4'ANCHOR LOCATIONS 'CB'ANCHORLOCATK)NS A.LYNNMLLER.PE. (USE WHERE"=B SPECIFMO) (USE WHERE'CS S SPECIFIED) (USE WHERE VV S SPECIFIED) (USE WHERE•Ca•S SPECIFIED) P.E.9 mm NOTES: FMURM PERTAINTOTH6FOM0WWOWCOIWFR i)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. EZX NOA{LM) 1Q/08/16HFADANOK6RLOCATIOft 2)DETAILS DEPICT ANCHOR QUANTITYAND SPACING,AND WOULD BE a J ROSOWSKISIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. . b 6 3)TRACK-TOTRACKCERT.OP AUTjL g292>3SP•hook 7 DISTANCE IS 2.378° 2.378° 2.375° 1070 TECHNOLOGY DRIVE FOR ALL HEADS AND SILLS: N.VENICE,FL 34276(841)•480.1600 1 19 MD-6570.0 $4 SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FowII6PaRTAaro1He - HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: 135 4° 44- 1 4°ptrW- 3.2r2" • 4" d1341{ 5 ERROR RIOR OR 4" EXT,ETI, hook 2•TPACK138'Cf.XtNER 2-TRACK 136'CORNER 2-TRACK 13S CORNER 2-TRACK 136'CQRNER �/ C6 TWANCHORLOCATION9 'W ANCHOR LOCATIONS '"ANCHOR LOCATIONS ANCHOR LOCATIONS (USE WHERE CS'IS SPEOFIED) (USE WHERE CS 19 SPECIFIED) (USE WHERE C3'18 SPECIFIED) (USE WHERE CS'1S SPECIFIED) s •• NZAA 03.2r • • -• 4" 4°4 PRODUCT RHNEWED • • •••• • " BuIldio 9tylnB wkh the Fiwtda • W deNOA-No. 15-1210.0• 4" Explratton Date04/1 2• • • •• E3.22" M m"i I Prodi ct Control • ••• 3-7RACI=136'dbA& •••••• 3•TRACK 136•CORNER 3-TRACK 135'CORNER 3-TRACKUW CORNER �"�C4'AFICHOR LOCATE 'C6'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS C6'ANCHOR LOCATIONS ••(uaE WHERE•'CD4'18.4P�I aFlEO) •••••• ((IgE WHERE W IS SPECIFIED) WSEWHERE'C3'IS SPECIFIED) (WE WHERE'CS`IS SPECIFIED) A. • • • • •••• • • • •• • • Does** •• ••• • a"s • 4" &FWME�.MPR 4" P47 LYNN oENs F 4" ° No.55705��••� � ;Oh-•• S7F :•!y EXTE�RII,OR EXTEWO 10 3.22" •••.!2oR.D...• 4.7RACK139°CORNER �/ 4TRACK136°CORNER 47RAOK135'CORNER 4TRACK13VOORNER �i��sisJ •�\ C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS •C4'ANCHOR LOCATIONS 'Ce'ANCHOR LOCA7ION8 '��NA; (USE WHERE C3`13 SPECIFIED) (USE WHERE CS'IS SPECIFIED) (USE WHERE C3'IS SPECIFIED) (USE WHERE'C6'is SPECIFIED) A LYNN M0.lER,P.E. P.&S 55706 NOTES: FIOURESFERTAIN7O,mP0I.L0"ms i36'COAN6R 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. Efy NOA(LM) 10/05/15 MOANCHORLOCATIONS: 136 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE 4 J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. yff, HeaMb 51 3)TRACK-TO-TRACK CERT.OFAUTKIIItS_M p-hook 7 DISTANCE IS 2.375° 2.375" W2-375, 1070 TECHNOLOGY DRIVE FOR ALL HEADS AND SILLS: N.VENICE,FL 34276 qq(841)-x80-18001 B MD-5570.0 , £ F(D(W98PFRTAti 7T)[FLLs FOLLOWAID HEAD SPLICE ANCHORS LAYOUT Caa)INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT 0-INTERLOCK OR ASTRAGAL: BPLK ED Bt Ll NCFK RLOCATIOH8 SPLICE 8PLIC LOCSAPTION LOCATION LOCATION 4" LOCATION 4" 4" 4° ° E�TERIM He3dtSID 1 EXTEPJ 3,22° 3.22 fE"7�_� 2•Tw.CKaPu� ,� 2•TRACKSPUCE P b 7 2-TRACKSPUCE 2-TRACK SPLICE v 'C4'ANCHORI.00ATIONS K�'ANCNOR LOCATIONS 'C4'ANCHOR LOCATIONS 'CB'ANCHORLOCATI0148 (USE WHERE-W IS SPECIFIED) (UBEWHERE' IS SPECIFIED) (USE WHELE'Cr(S SPECIFIFD) (USE WHERE TX IS SPECIFIED) SPLICE SPLICE LOCA *4" SPLICELOCATION 4°4.76" °° PRODUCT RENEWED ae Comp�yin WIM the Plorid• Building OR•••••• 4" EXTERIOR -EXTERIOR g.TRACKSPUCE 3 3-TRACKSPLICE° NOA-No.t 151210.01 i ••• V • • 8•TRACK SPLICE 'Or ANCHORLOCATIONS 3-RACKS E • •C4•ANCHOR LOCATIONS 'C4'ANCHOR U� 'CS•ANCHORLOCATIONS (USE WHERE'Cr la SPECIFIED) (USE WHET 'CS•IB SPECIFIED) Expiration Dato 04/1412021 E WNERE'CT IS I�• (USE WHERew IS SPEC{FIED) By m1aml- d m:t Control • ±e• s •S 000 �► SPLICE SPLICE^w SPLICE 4. LocanoN �� 4 ••• Loormgl ••• • • • ••• e O e o • • mass I e `\t r//. EXTERIOR —.. 3.22° LYNN • •••EXTEWo • • • EXTERIOR 3.22° EXT I 322° n i 4•TPACKSPLICE 4•TRACKSPLICE CENS f TRACKSPLICE �/ 4-TRACKSPLKE •C4'ANCHOR LOCATIONS 'CB•ANCHOR LOCATIONS ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE VAIER W IS SPECIFIED) NSE WHERE TV 18 SPECIFIED) •F S4'f NO..5703t NSE WHE E-CS'IS SPECIFIED) (USE WHERE°C6'IS SPECIFIED) 70�j5 SY TEW�_ NOTES: ''�S/ONAf. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. r r I I I I++ 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK A.LYNNP'"NILLER,P E FKWRES pERTARJTO7HEF0LLbNe168PUCED P. w� HIMANCRORLOCAT00 FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 8. 3)TRACK TO-TRACK E—M-1 R NOA(LM) 10/05!16DISTANCE 13 2.375° 2.375" 2.376"FOR ALL HEADS AND SILLS: dC J ROSOWSKICERT.OFAUTH.@2aM HeadtSiti 14)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED 1070 TECHNOLOGY DR ��BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 342757 (941}480-180021 ¢ MD•6670.0 PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL ourSIOESO' INSIDE 80° otfTSIDEi35• IN8IOE135• C DOUBLE ASTRAGAL TYPES SINGLE SINGLE FIXED LOCKSTRE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK STILE Wf HANDLE BOXOUT BOXIN RECEIVER RECENER RECEIVER RECOVER INTERIOR OR OUT IN DOUBLE EXTERIORGIAZFD LOCKSTILE I� INTERLOCK B OMour E F PP K L L TC TA TV TW J `° '� ASTRAKIAL BLE I B H P A C C SC SA SV SW SD INTERLOCK INTTERI K S� RR R S S FC FD FV FW A �' `°` ' foxam fffox" WGA. D M J J U A iGAL x� �„^�^'c' LGA' TU pwomDOUBLE� • (p OXOUC L '• U DS Oct, j� a . • • • ASTRAGAL • • • WXNCn T U ��• .VS CF • � ABrnGt� y REGENER••• • •• • • IN.eo, • • • ,I us coom IyC1ng w�Ithh the EFlo da • • ►dM• N S ti/F sulldin®Code • • • REOENER • 090000 �/ NOA-No. 15.1210.01 INTRA ••• WTO �� WF Expiration Date X14/2021 ASTRA • • • RECEIVER By *:a**: RSaml-y Product Control LEFT RIGHT PANEL PANEL STILE STILE PANELTYPE 'F"SHOWN. `,i,ii111111ff fff' PANEL NOTES: 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. `�Y��: ,ycENSF'•.F9 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(LM) 10108116 No.56705 NOTAVAILABLE, NO PANELTYPE$ J ROSOWSKI3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". < a$ C') •, r ;• U� 9 FIORIOP,:' \Z'* 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH CERT.of AUTH L12S2Bs m SS�©•••• �`yG�� TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE '��f f NAS N.VENICE,FL 34276 A.LYNN MILLER,P.E. (941}480-1600 SOD-5570111NTSIII 17 OF 21 1 MD-5670.0 11 P,easeTos 1 x•291 .061 .762 Imo-- 5.875---� 10.836 640 .126 .bb0 � ii 1 100 800 -.830 1.812 g 1.881 082 .301 AP..1006A:7��C:ILLAA ®FAME COVER�C W ®ANCHOR PLATE Q TRACK INSERT �INTERLOCK EXTEN ED POCKET 6.178 O 2 TRACK HEADIJAMB ©4 TRACK SILL 1.000 ,262 .231 .080 -"� 2.080 .10D--►I 082 1.613 - ,080 5.250 .849 1A36* 1.983 100 __ r ,060 .ob2 ) FRF1 Op 3 [s 1 1 BOTTOM RAIL @ FRAME SILL 13 COIR Q L TRACK P-HOOK ADAPTOR 18 P-HOOK 4 3TRACKSILL SUPPORT ADD-ON r Q3 3TRACK HEAD/JAMB 0 .640 ,201 .051 f.229 2976- 094 ��j 1510.826 040 3.000 -vim .0766.876 4-.-2807-�� 1.408100 6_ pj--.082 -' + .082 11 11100 1.813 1.681 1 EXTENDED ®0 KEEPER REINFORCEMENT ®BREINFORCEMENT @ FIXED PANEL CLIP ®PLATE RCEMENT © KEEPER BARCOVER i ••5 TRACK HEADIJAMB @2 TRACK 31LL2611 -.-2 1838-1 i ••1.625• 1.695 r-+7 1.595,+ -- 309 2.898 •080 2.073 ,089 •• •• i •• T 3.483 .125 076 4.635 4.278 •100 • I • OTO 2.118 •• •• •• 2.833 2• • 2.788 '`� 2.788 .312 2210 .090 ®INTERIOR JAMB COVER • • • 300 2026 . • •• • ]•_ ••• t • y j �18g �I.-2710 1.878 PRODUCT REN8W8D 182 .120 1� ,182 as eomplj with The Florida • •n 0 **a** • • 1� INTERLOCK.A00 ASTRAQALI 1�EXTENDED POCKET NTERLOCK PANEL STO-E,TOP on"" Code • • @I ©ASTRAGAL ADD ON ®ANF BOTTOM RAIL MOA-No. 18-1210.01 :• •a®TOP,BOTTOM © TO�'�TTOM OINTERLOCK.300 ©REINFORCEMENT, REINFORCEMENT ®INTERLOCKADAPTER ADAPTER AND STB ANPOINF• REINFORCEMENT, Exphatlon Date 04114/2021 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY •• •• • "NF81itb"T • •••••• 3.328 3,346 NOTES; -:77-7-0tFroduat Control 3.+162 • •• • 919 •• • • 1)SEE SHEEP 4 FOR •• 1A72 3.713 SILL RISERS •• •3' 126 .050 125 .090 3.340 .080 2170 .046 1.600 3247 2)SEE SHEET 20 070' FOR SCREEN PARTS. 1.170 •229 .300 90°CORNER 3)ALL DIMENSIONS 136°CORNER 135°CORNER 136°CORNER 136°CORNER 90°CORNER 90°CORNER ® IN INCHES. �ASTRAGAL ®PASSIVE MOUNT ®ASTRAGAL CAP, ©ASTRAGAL CAP, �ASTRAGAI �ASTRAGAL CAP, ASTRAGAL CAP. �'m LYN i 4 EXTERIOR INTERIOR EXTERIOR INTERIOR `��'\0 pNY,....u,4!/(, x.812 .912 210 f1261 262 ►� 173 Nu.ve7o5VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 -¢ y1.261 •�2 1.281 1.281 1.281 EXTRUSIONS 8A J ROSOWSKI '�01'•'tel 6 ;1� ®7118" ®7118° ®1-1/18"' {83 1-1116"t ®13118° �� '•.!�LOmUr.•''�c�� SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD CERT.OF Al1TH.628286 m ''SSS'/� G� 1070 TECHNOLOGY DRIVEr�'r r 1NAL. `i i �` �" N.VENICE,FL 34275 A LYNN MILLER.P.E. (941)-480-1800 SGD 6570 NTS 18 OF 21 MD-5670.0 P E gi6870.4 1)INSTALL 2)INSTALLCUP HEADER BLOCK TO HEAD JAMB TO HEAD (4)ANCHOR CUP INTO INTO FRAME ATTACHMENT -.)HEADER ASSEMBLY TYPE AS USED PANEL JAMB& INSTALL ONE BLOCK AT IN INSTALLATION, STILE ° SUBSTRATE,SEE EACH INTERLOCK BLOCK a TABLE A SHEET 1 TABLE 1 AT ASTRAGAL,INSTALL (3)#10 X ° ONE BLOCK THAT (3)#8 X 1,6°SMS SPANS BOTH PANELS. 90 1"SMS DD FIXED PANEL CLIP �. FIXED INSTALL ONE CUP AT THE (2)Or 23PANEL MIDSPAN OF EACH FIXED 8X 2-114"SMS CUP PANEL-TO-FRAME JAMB LOCATION Ixll SMS eo / \ (4'#10 21 BAR COVER X 2°SMS • REINF.BAR • • •• •• 87 1 t 4�SRIS• 1 KEEPER to • •• JAMB TO KEEPER TO JAMB •' '• • SILL ASSEMBLY ATTACHMENT • • ILOCKING JAMB / PRODUCT RENEWRD • •• • - as aomistj with the Florida • EE Building Coale • • 4REiNFORCEMENT PLATE 10A-No. 16-1210.01 •• •• ••••,VTACH WITH#8 X 1-lW 4-PANEL,2 TRACK KEEPER 1e Expiration Date 0414/2021 • • G••••••• • 34-112°MAX O.C. OXXX SHOWN �'1f-�'iI1I p •• •• '1J B • ••••• � art-0a uat Control 00 ••••• (4)#10 � • 2"SMS INTERIOR INTERLOCK �CLIP COVER �_,�-• EXTERIOR NOTES \ INTERLOCK )DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ` 24 REINF.PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION 8 SPACING. `�.'pr\Y LYNN.. BOTTOM RAIL °` #10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. •• BNSF •�Fy� SUPPORT t+ 2-112"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS, (2)#10 X 1"SMS VINYL SLIDING GLASS DOOR NOA(LM) 10!05/15 ' Na.G8705 it THROUGH SUPPORT, INTO PANEL PANEL ACCESSORIES INSTALLATION •* J ROSOWSKI 0': �l• ( rb ` 03 1-U2"SMS ASSEMBLY ® � INTERLOCKCPATTACHMENTNER Wp�DED,NOAC98EMBLYT.oFAurN.azezae ',�3s�p(\1n"; ,ac'�• 1070 TECHNOLOGY DRIVE Al I INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N,VENICE,FL 94276 A.LYNN MtLI ER,P.E (941}480-1600 SGD-5570 NTS 19 0E 21 $ MD 5670.0 REA 58705 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: 1 3 a �D EE l f28 121 123 1 3 8 133 192 106 102 119 103 0 tt1 tps Ifs HORIZONTAL SECTION EXAMPLE i3o HORIZONTAL SECTION EXAMPLE 148 32 131 33 102 N1 121 122 f11 f s a tie 1 3 s HORIZONTAL SECTION EXAMPLE f1 100 It f2o • •• 104 102 1.081 HORIZONTAL SECTION 117 f.- r 1.081 1 • • ••i••• 000••• EXAMPLE 1.202 I •• •• • • • • 1.778 1.778 •gam •• •• • • • • 045 • • • • 475 x= 080 — -.050 •••IB r+— 1.020 • 123 SCREEN 121 SCREEN SCREEN OXO •• •• •• •••• FRAME SIDE RAIL, ASTRAGAL 1.993 1.874 RAIL LATCH ADAPTER • •• • •• ••••4if 1 • l .L. PRODUCT RENEWED • •• • •••• J- 0� -. ,082 082 •••••• • as campiy� with the Rodda • • • • 4000 SOXSCREEN lot$OX SCREEN toe BOX SCREEN 1.436 Building Co'7e •• •• ATOP RAIL UBOT S RAR SIDE RAIL [ —.726 NOA Na 15-1210.01 • • • ••••• I .782 Expiration Date 04/14/2021 • .706 •• •• • •••••• 1a7 • •••••• � .040 By .082 Mlami-Bade not control • 11 M114 0 lap' �-- 1.693 •--..11.373 r— tea M12o SCREEN VINYL tz4 FRAME SILL •i ae • �• 7� 123 ASTRAGAL SCREEN • 42 • a "LJ 1.872 T � a 4 3 ADD-ON 065 1.8133 ADAPTER 124 for o .082 -+I I.---.372 L SCREEN 104 SCREEN 10b 800%SCREEN fog INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION �0t11{1LYNN EXAMPLE EXAMPLE N ALL DIMENSIONS IN INCHES. SAl r0'50 08 +}1.487 1I� 1 AB 1+ 1610 VINYL SLIDING GLASS DOOR NOA(LM) 10fO6H 5 = No.607 SCREEN DETAILS JR OSOWSKI IS�` BOX SCREEN BOX SCREEN BOX SCREEN HEAD ® < <� •. sT RTE F Z- ASTRAGAL torSILLADD-ON (-,,BOX SCREEN %.�` :Ftnmop.•' ��: CERT.OF ADAPTER AUTH.p2929a m m � p�`�C`�`• 1070 TECHNOLOGY DRIVE �S/SfL�nlAl N.VENICE,FL 34275 a L/ii��4'wl{1ER P.E. (941)-480-1800 SG D 66701 NTS y 20 OF 21 14 MD-5570.0 P"mm TABLE C: TABLE 0:BOX SCREEN # part Description Material # Pelt Description material # Pelt Description Material 1 15001 2-Track HeadlJamb Rigid PVC 42 10086 SID Rigor (2117') 6063-TO Alum 10D 12266 Box Screen T Rag 5083 T6 Al 2 10002 2 Tuck BE Rigid PVC 43 19027A SIO Riser-(3.1� 8083.78 Num 101 12257 Box Berm Bogan Rag 8063 TS N 3 10025 3Track Ph"Jamb Rigid PVC 44 1902M SIO Riser-(4-11161) 8083.76 Alum 102 12258 Dox Screen Side Rall W0376 N 4 18028 "ack BIO FW PVC 46 19024A Bill Riser-4-9 6083•T6 Num 103 84428 Box Screen tmMack 008376 Al 5 18027 4ltack Head/Jamb Rigid PVC 60 716809W Aar x.3'[0"Flnseal(Sills) 104 17341A Bae Screen Snepcn Bug Flop 898378 Al 8 10028 4.71ack SOI Po61d PVC lit 71896K 1.112"x 1"x 314 Fln Seal Dust Plug 106 S" Box Screen OXO Astmpl Adopter WM IS A 7 10008 Frame Screw Cater d PVC 82 71808 Dust Plug 108 17340 Dox Screen Astragal Adapter SM 75 A 8 10031 Anchor Plata 808378 Num. 60 410041 intedock COP Carer PVC 107 18038 Dox Screen Frame Hill Add-on 5063 TO Al 9 18007 Track ktaert W016 Num 81 78163X Tandem Roller Assembly SB 106 19038 Box Screen H"Javnb Add-on 5063 T6 A 10 18084 interlock Cep-Extended Pocket Rigld PVC 02 78163N Tandem Roller Assembly Nylon 108 72D= #1420 x 1"MS 9 T Rail D6 11 19038 Bottom Rall Support 806373 Num 63 7WBFPTX 08 x 314 Ph.FH SMS Roger&Reim 66 118 720X112X #14.20 x 1-IW MS C Bottom Rog SS 12 IBM Outer BID Collar 6063TSAlum. 64 419042 From Header Block Nylon 111 717660 Wet .270"x.iW'-Fin Sod 13 19011 Sig Took Cower Rigid PVC 66 40062 Rdler Ad).Hole Plug PVC 112 61OWK WslX.167"x.600'a Bug Flop 17 111032 P-Hook Adapter 8083-Te Num 68 44386 4 Hole Bumper Stop PVC 113 78RAZ IStandaud Roller Ion_ 18 19020 P-Hook 8083.78 Alum. 67 78X114FPIX #8 x 1-U4 Ph.FH SMS @Bumper Stop 138 114 7SRAX JHD Roller SS 19 19047M Extended Kseper 6063.76 Num t7B 7111980 &8 Plug PVC 116 vanes Screen Lacking Handaws Steel 20 19D28M Kee 6083.18 Num. 119 7818M Gendd Meuse Look w/fang Tdm plata BteegSS 118 419D63 Screen Keeper Blow 21 1 4 totaement Bar Caen Wald PVC 70 7iMWFPFX 10.32 x 1"Ph.FH MS @ Lock 88 117 7WPPA #8 x 1"Ph.PH 8M8 Steel • v 21 19039• RAinloaeem 8W6-T6 Num 71 vadae Herds Kit Cast 2lrte 118 ' 1314 Screen S*o-.160'&.185" Vinyl • 19037M Fb*Pena)Cilp• • 8083218Alum 72 119084 Interlock Nylon 178 1618(20 Screengolh ons •' 24 19D""M4, R9 teras ate 606378 Num 76 Kommedim 460 TPS Spacer System TABLE E.STANDARD SCREEN • 10017 Top Rall,BilkwoRd dxd LoeksOle 8006.76 Num 78 Quanex Super$War nXrwith Hot Melt Butyl Sao� # Part# Description Material 28 19048 iAl}Itiifc�rM Composite 77 Quium Dumseai Materials • ISO M Intedock.300 Retttbreefi8ld,Std 8!196.76 Num 78 Cardhrel XL Edge Spacer 120 1 Screen Frame 606376 N 190 .408 >gr�bltt,HD 8005-78 Num 70 Dov Cumng 888 or GE-7700 Backheddrig SOlcone 121 12020A Semen Frame-Side Roll(latch) 5083 76 N • 19019M Astragal Rel fwcement 8006•TS Nran. 80 111000 7110"Square Bead Mold PVC 122 17363 So sen OXO Astragal Adapter 6083 T8 Al 1 dad edxl•Adaptar 6W3.TB Num 81 7116"DeWed Bead Wold PVC 123 4853K Screen Vinyl Astragal Adapter algid PVC • 1.130 1900P ktts7lock Ade Rigid PVC 62 19044 1-1118"Beveled Bead Pod PVC 124 190128 prams SID Screen Add-w 8083 T8 N • 19008 • Astregol Add-op••••• Wgkl PVC 83 19046 1-1f 18 Ogee Beed Pogid PVC 125 8FP98K Dug Flop,85 H-S dare. 981 • 33 18004 Panel Sgle, I I"PVC 84 19018 1-3/16'Ogee Bead Mgtd PWC 128 78X112PSATS #8 x 144 Ph PH SMS(Assembly) • 711[1j0a• Jamb Cover S(16378 Num. 85 71726K Bailing Block 112"x 4x 1110",8511 tl•6 dare Neoprene 127 712027 Comer Key Wheel Assembly(Standard) Nylon 38 180715 l3daComerA a 6003-TB Num 8B 71728( setangslooRl"xrill/16"06+/.6doro. Neoprene 128 7120278S Comer Key Whas Assembly(HD) SS • 19077 13560aner Astragal Pasdhe Mount 8053.76 Alum. g0 781P= 08 x 1"Ph.PH SMS 6 From Assembly 86 128 vada Sargon Welling Herdwore Steel 37 9FCamer Astraipl Cap-Ext. RIgid PVC 01 70X114PHPT41OX NS x 1.114"Ph.PH SMS O ReInt Bar BB 130 710X34PPSDAX #10 x 314 Ph PH SMS 0 Screen Ast. 66 38 19000 136'Canter Astragal Cap-int. Reid PVC 02 710XIPHPT18.8C 910 x 1"Ph PH SMS @ Rell Support SS 131 78X12PPSMSX #B x IM Ph.PH SMS @ DoorAeL SS 39 19078 90"Corner Astreggf 6083 iSNum. 93 710X116PPX #10 x 1.112"Ph.PH SMS Q Fxd Pnt CAp SS 1132 169=4 Screen 6pMe-.145" I Vinyl 40 18081 JW Comer Astragal Cap.Ext. Rigid PVC 94 710X2.6PHPT18.8X #10 x 2.1121 Ph.PH SMS @ Mid,PIgWAeL 88 133 1816(20 Screen Quilt Fiberaloae 41 19082 9V Caner Astragal Ca -ML W d PVC 05 7142D)2.26FPFX #12 x 2114"Ph.PH SMS @ Hdr.Block as 98 710X1.76PPX #10 x 1-314"Ph.FH SMS @ Keeper 93 " asPRODUCT RENEWED. ttntN 97 710X34PPX #10x914 Ph.PH SMS Ext Pkt.Inf. Buildinglyingewith the Florida `� �vONY LYNN NOA-No. Gotl 15-1210.01 �1�:wCENS(.'•.Fp expiration D 04/14/2021 Q': ''•.�ti L!VINYL SLIDING GLASS DOOR NOA(LM) 10/06115 Mo.58705 Miami- Product Control PARTS LIST f&I J ROSOWSKI 1�'.• STATE FOEM.OF AUTH. NOTES: 1070 TECHNOLOO#2 RIVE n N� ' SS/Or1A1.E�•` 1)ITEMS#14-16,4649,63-59,73,74&87-89,08&09 ARE NOT USED AND r r r r"� ` N.VENICE,FL$4276 (941)-480-1800 SGD-6670 NTS 21 OF 21 $ MD-5570.0 A LYNN 1lILLER,P E ARE NOT PART OF THIS APPROVAL. P.E.#SerOa M IAM MADE MIAMI—DADS COUNTY,FLORIDA 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.miamidadi.gov/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 AHJ(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"FD-5555"Outswing PVC French Door w/&w/o SideUte and Transom—L IVLL APPROVAL DOCUMENT: Drawing No. MD-555.1, titled "Vinyl French Door and SLT/TR", sheets I through 12 of 12, dated 05/07/13 with revision B dated 01/24/16, 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:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 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 av ' ection at the job site at the request of the Building Official. This NOA revises NC o.15-04091W 'dcoagistso$tha's page 1 and evidence pages E-1,E-2,E-3 and E-4,as well as approval doc one �11 * The submitted documentation w�sreAe*ed'i7y 0 P.E. . .. . •.• ••• •.• ••COUNTY • •• •• .. NOA No.16-0126.04 NiIAMUC " • �i� �1Gj� Expiratio ate: January 23,2019 Approva . ... . . ... . Pagel . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-0815.03) 2. Drawing No.MD-555.1,titled"Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision B dated 01/24/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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 FD-5570/FD- 2770 PVC double entrance outswing doors,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-8717,dated 11/16/15, 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 FD-5555/FD- 7700 PVC double entrance outswing doors,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-8716,dated 11/12/15, signed and sealed by Idalmis Ortega,P.E. 3. 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 Series FD-5555/FD- 7700 PVC fixed sidelite,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8715,dated 11105115, signed and sealed by Idalmis Ortega, P.E. .. ... . . . . . .. • . • . • • • .. ... .. . . . .. Manuel Per P. . • "' "' "' "' Product Control Ex r • • • ' NOA No. 16-0126.04 000 :• :.0 :• :• :' Expiration Date: January 23,2019 Approval Date: May 05,2016 E • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CoNTnvuED) 4. 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 along with marked-up drawings and installation diagram of an outswing PVC French door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-7370, dated 05/23/13, signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) 5. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBG,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 an outswing Rigid PVC French door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7371, dated 05/25/13,signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) 6. 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 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/25/13, signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) 7. 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 Rigid PVC fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7339,dated 05/23/13, signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 50 Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09 .. ... . . . . . .. • •• • • • • ••• • •• ••• •• • • • •• Manuel rez, . • ••• • ••• ••• ••• Product Cont r4 Exam' er • • • • • '.; .• ; ; ; NOA No. 6.04 ••• • •• • Expiration Date: January 23,2019 Approval Date: May 05,2016 E-2 ..• . . • . ••. • • • •• •• • • • V •• ••• • • • ••• • • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18 3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors",dated 11/06/14, expiring on 09/30/19. (Submitted under previous NDA No. 15-0409.03) 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors",dated 11/06/14,expiring on 09/30/19. (Submitted under previous NOA No. 15-0409.03) 5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their series "VE 2000 Tan 202 and lighter shades (Non—White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors"dated 01/23/14, expiring on 01/23/19. (Submitted under previous NOA No. 15-0409.03) 6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14,expiring on 01/23/19. (Submitted under previous NOA No. 15-0409.03) 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Nan-White) Rigid PVC Exterior Extrusions for Windows and Doors"dated 12/29/11,expiring on 12/29/16. (Submitted under previous NOA No. 15-0409.03) 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/ hr.-fta°F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen—Pass,ASTM E 2190 I.G.Durability-No Fog-Pass. (Submitted under NDA No. 13-0815.03) 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU- in/ hr.-ft?°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs. (Submitted undq X6,XAto f13'll8s5_yy . .. . . : : ..: . • . . . . • .. ... .•. . . . .. Manuel Pe ez, E. • ••• • ••• ••• ••• Product Control xa ner . • . . . . • 40 ' ' • • • NOA No. 16- 126.04 m.' ;' ;.. ;• ;• ;• Expiration Date: January 23,2019 Approval Date: May 05,2016 E-3 •Y• • f . • •.r • • • • • • • •• •.• O • • • • • • • • •• •• • • • •• •• PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 10. Vision Extrusions,Ltd.Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 13-0815.03) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration.Exterior Profile Certification Program. (Submitted under NOA No. 13-0815.03) F. STATEMENTS 1. Statement letter of conformance to and of complying with FBC 5t' Edition (2014), dated 03/30/15, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 15-0449.03) 2. Statement letter of no financial interest and of independent, issued by manufacture, dated 03/30/15,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0409.03) 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338 and FTL-7339,all issued by Fenestration Testing Laboratory,Inc.,dated 05/23/13 and 05/25/13,all signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) G. OTHERS 1. Notice of Acceptance No. 15-0409.03, issued to PGT Industries, Inc. for their Series "FD-555"Outswing PVC French Door w/&w/o Sidelite and Transom-L.M.I., approved on 07/02/15 and expiring on 01/23/19. .. ... . . . . . . .. . .. . . . . ... . .. ... .. 0.0 ilia Vj A� Man el P ez,P.E. ' ••' • 0:0 ••• ••• Product Controla iner ' ' ' • • NOA No. 16-0126.04 • •• •• •• •• Expiration Date: January 23,2019 Approval Date: May 05,2016 E-4 . . . . • • • • • . . •• •• . . • •• .. .•. • • . •.. . . GENERAL NOTES:SERIES FD-5555, DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT,VINYL,REINFORCED,OUTSWING VARIES, RATED FOR LARGE&SMALL FRENCH DOOR&SIDELITEURANSOM(SLT/TR) SEE SHEETS 4&5 MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE TABLE 1: FLORIDA BUILDING CODE,INCLUDING THE MGH VELOCITY HURRICANE ZONE(HVHZ). Min.Edge Min. Group Anchor Substrate Distance Embadmerd 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. PRODUCT REVISED Ungirouted CMU,(ASTM C-90) 1` 1-1/4" as demo iM pi•dw Florida 3)FOR MASONRY APPLICATIONS IN MIAMI-DA)E COUNTY.USE ONLY MIAMI-DADE COUNTY A 3116'Elco Ultracon BWW4 Code Urgrouted CMU,(ASTM C-90) 2-112" 1-V4" 2—P N %co•01'b(a O APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN �_ , ) IV PINE,ASTM C90 CONCRETE KASONRY UNITS(CMU'S)OF NORMA_WEIGHT AND OF COMPRESSIVE P.T.Southern Pine(SG=0.55) 112" 1-318•STRENGTH OF MIN.1.9 KSQ AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. #10 Steel SMS(G5) Aluminum,6083-W 5118° 0.063'#10 410 S.S.SMS 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD #10 18.8 S.S.SMS Steel,A36" 5118' 0.063' BUCKS LESS THAN 1.1/7 THICK ARE TO BE CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS Steel Stud,A653 GL 33• 5/16` 0.063• ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X B Q ARE 1-V2'THICK OR GREATER.1X AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED TO P.T.Southern Pine(SG--0.55) V2° 1.318° A)UPDATED ANCHOR TABLE, CHANGED SERIES N-JR-0 PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS 3/16"Eloo Ultracm Grouted CMU,(ASTM CW) 2-1/2" 2-114° x� THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Comete(min.2.85 kal 1" 1.31W �0 ADDED TPS SPACER,LIMITED BMB �OO CFO.,STD.YRS.-JR-0124718 96 5)IF SILL IS TIGHT TQ SVWTP*,TE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK 114"Elco Ultmcon Urlgrouted CMU,(ASTM C-9D) 2-1/2" 1-114" •NON•MEi4LLIC GROUT AT"KSI MIN.PIR AST61491107,(DONE BY OTHERS).MAX.1W SHIM P.T.Southern Pine(SG=0.55) 9H6' 118° � •4RA03MR GROUT WHICH MUST FULLY eUPPORT 1HE ENTIRE LENGTH OF THE SILL THAT IS NOT #12 Steel SMS(G5) Aluminum �-T5" 3/8° 0.071' •TIGHT TATHE SUBSTRATE,AM TRANSFEIt•SHEARLOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, #12 410 S.S.SMS X m FE TPAPER S•REQUIRE BETWEE THE GROUT AND WOOD SUBSTRATE,OR AS Steel,A36• 318• 0.071" W Cl) • #1218-8 S.S.SMS > w Boa R a BY THEA oRrT4 HAVING JOUIIDICT11N.COMPLYING WITH THE FID. Steel Stud,A653 Gr.33• 318' 0.071•(1a Ga) > 3 6)ANCHOR EMBEDMENT TO BASE MATERIAL•SHALL BE BEYOND WALL DRESSING OR STUCCO.USE P.T.Southam Pine(SG--0.65) V 1316" to •d•NCWWW OF SUFFCWNT LENGTH TO ACHWW Ti thEMBEDMENT SHOWN ON TABLE 1,THIS 114•Elco Ultm= Grouted CMU,(ASTM C-90) 2-1/2" 1314" N ti a+�0 O Bj SHEET.NARROW JOINTSEALANT IS USED ON ML FOUR CORNERS OF THE FRAME.EXTERIOR C N � 19INOIRLLITION ANC1oR5#I-IbBLD BE SEaLg11ftALL SEALNCRIFlASHING STRATEGY FOR Concrete(min•285 ksl) 1° 1318' w B O •WAT*R RESISTANCE OF INST TION SH NE BY OTHERS ANO IS BEYOND THE SCOPE Concrete(min.3.35 ksl 1" 1314` O N J 811 M INSTRU ` / �° V4•Ek o 410 S.S.CreteFlex ) Z LL PLL �! >.•�•1 • •• • Ungrrouted CMU,(ASTM C-90) 2112' 1-114' S W N yy�•IZ4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT P.T.Southern Pirie(SG�.55) 1° 1318" FUN-Z m 2 'aN • FLUSH T4 THE SUBSTR/•TE.USE SHIMS QAWW"TRANSFERRING APPLIED LOADS.WOOD 1/4•Elco 1"S.S.AggfB-Gator Concrete(min.3.27 ksi) 1-112" 1318° BUCKS,BY OTHERS,MUST BE SUFFICIENTLY O NCHORED TO RESIST LOADS IMPOSED ON THEM BY U CMU,( )ASTM C-90 4` 1-114" p R O •W*64101R.SIDELITE OR TRANOOM. 000000 � � 8 SESIGN PRESSURES:000060 ••• 1/4"Elco Uftmon Concrete(min.2.85 ksl) 2-1/2' 1316' `� p 1L •�FGeTJVE DESIGN LOADS B&SED ON 5�'l ATUR�{.TEST PRESSURE,FRAME ANALYSIS AND D 1/ EIco410 S.S.Cf@tBFkiX Concrete min.3.35 k8Q 2-1/Y 13/4' zQ" vEE 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. Q' B.POSITIVE DA ON LIM M#ED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE, ® O j*Igs FRAME ANALYSIS AND GLASS PER ASTM El 300. TABLE 2' 8 W U 9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS T� Description Where Used: U O Z CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33.1/3°/.STRESS INCREASE HAS NOT W Z a�nag BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.8 LOA)DURATION FACTOR WAS USED FOR 1 1.9116"Lami.IG(1/8'T-11/16"Air-1/8'ANN-.09w PVB-1/8'ANN) Door u• J THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 2 13/16'Lam).IG(3116'T-518•Air-1/8'ANN-0W PVB-1/8'ANN) DOM la RQ uroi DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 3 13/16•Lemi.IG(118'T-1918'Air-3118'ANN-.�'SG-3118°ANN) Sidelite/Trorlsom Qyj W U, (INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE. O Z p 4 1-3116"Lams.IG(3118'T-112'Air-3/1 B'ANN-.09V SG-3116"ANN) SidelRe/Tlansom (W9 LL 10)ALL RIGID PVC AND RIGID CELLULAR CPVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS 5 13/1 S°Lam(.IG(118"T-9118°Air-3118°ANN-.09V PVB-3118'ANN) SIdoItte/Tmnsom 0112 .,sem�. BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 6 13/18'Lami.IG(3/18'T-1J7 Alr-3118'ANN-.0W PVB-3116'ANN) Sldel)tenimsOm 11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA 7 7118'Lami.(3118'ANN-09T PVB-3118°ANN) Door/SklBgte/Tratlsom BUILDINGCODE. •'�" •vy•.I '�: "ANN"-ANNEALED 12)REFERENCES: 7"=TEMPEREDGUIDE TO SHEETS: TEST REPORTS:FrL-7339,7371,8715,8718&8717 'PVB'=.090'BUTACITE®PVB INTERLAYER BY KURARAY AMERICA,INC. NOA'S:ELCO ULTRACON NQA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA; 50 _.080 SENTRYGLASO INTERLAYER BY KURARAY AMERICA,INC. GENERAL NOTES.-........................1 VISION EXTRUSIONS,LTD.WHITE RIGID,VE 1000 TAN 202 NON-WHITE RIGID&BROWN-COATED ELEVATIONS......................ILS -...........2 (NON-WHITE) SEE TABLE 11 FOR SPACER INFORMATION GLAZING DETAILS..........................3 ' (PANTED OR LAMINATED)RIGID PVC NOAS,VISION EXTRUSIONS LTD.WHITE&VE 2000 TAN DESIGN PRESSURES........._.........4.5 (NON-WHITE)RIGID CELLULAR PVC NOAS,ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM STANDARDS USED: SIDELTIE/TRANSOM ANCHORS.._4-8 - t ALUMINUM DESIGN MANUAL. ".'• 6 '•� •2014 FLORIDA BUILDING CODE(FBC),STH EDITION INSTALLATION................................7-8 ..., `, -ASTM E1300-09 EXTRUSION PROFILES..............-.10 �%•'• ` 13)THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES. - •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION PARTS LIST..................................-.11-12 ., ........ _ - *ALUMINUM DESIGN MANUAL,ADM-2010 CORNER DETAILS...................... •ASIS100-07732.2010 HARDWARE DETAILS....................12 ,, .. A.LYIJN hilLl:k'R,P.E. PEA 68705 EXAMPLE CONFIGURATIONS { MAX 314*40' MAX 40' 3WID TH MA I 78'MAX. MAX 1 MULL 1'MULL �•I •�••i 1'MULL WIDTH . --►►11 TY PROOUCTRwithgm as cemptyirt6 with Me Flm•w /. % / \ /; /• &oopt Coda t a / / \ / / 8zpimrion Date# I-1 X. ' HEIGHT MAX96' By MASLAB CALL DOOR Ridgy[ HEIGHT CONFIGSJ a A)NO CHANGES THIS SHEET a° JR-03118x19 • \ \ / \ \ m s)LIMITED 00 CONFIG. • • •0�0 •! ! •• \ \ / 'LL=\ \ 2 JR-01124718 V K •:!••RYP.DOOR SLAV : • i O (W of(SHOWN) AND WOE xRAILS rNARROW SOIXIO TI WIDE > 3 m • ! •••••• 00000* !• 3D 8 FT+MAX, 30 8 FT'MAX SHOWN ON SIDELITES) RAIL$SHOWN ON SIDELITES) O O 40'MAX. 38-3W }� ^ et°Q •••.•• • •!•s • STABLE RANGES,SHEET 5M STABLE 8�&9V,SHEET'6M HORIZONTALON Fes• MAX �I O N to *0000 • f 1111!• • • O' Z Lo LL m "O Q •s••!• • • 1111 � 40UUppX� c • TYR 98.7/8' 10&1/19' TYR _Z m O QlAO • i �--t 79'MAX. MAX. MAX. o •••••• ��I-� 1'MULL(X2) •••• • MAX. DLO DLO MAX I+-- 1'MULL O y f.. p O O -� . Z D Z v co OZ u- O •• • 111' 111' Q F• N • \ MAX MAX 1'MULL HEIGHT OR WIDTH / OR WIDTH / ® $� 0 > !esus VERTICAL Z/ / ZO Z / LENGTHto LL IL ul \ Z I0 \ / \ e1 '°saQ sk-s O XX O SINGLE O SINGLE O OIO{MAXIMUM OF 2 , (WIDE STILES AND WIDE {WIDE STILES AND WIDE (NARROW STILES AND NARROW MULLED SIDELITES) RAILS SHOWN ON SIDEUTES) _RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES} (WIDE STILES AND NARROW O/O WITH 0/)(WITH .'��•.•,,•+"�fi ` NOTES: RAILS SHOWN ON SIDELITES) HORIZONTAL HORIZONTAL 1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. MULLION MULLION = `•° �° 2)MULLIONS SHOWN ARE STANDARD V FRENCH DOOR MULLIONS PER THIS NOA {WIDE STILES AND {NARROW STILES 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA DE RAILS SHOWN AND NARROW ==/ 4)FRENCH DOOR MULLION IS LIMITED TO GB'IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS. RAILS SHOWN ON MA '} � � 6 •L-' 8)NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SLT)TR OR MULLED ASSEMON SIDELITE 8 BLY. 8)ADDITIONAL CONFIGURATIONS USING THE 1'FRENCH DOOR MULLION ARE POSSIBLE USE THE ABOVE DRAWINGS AS TRANSOM) TRANSOM] '-.-' r•''�''P`q_% A REFERENCE FOR SIZE LIMITATIONS. A LYNN MILLER,P.E. P.E.058705 GLAZING DETAILS 1-3M8'NOM. 1-3!18'NOM. .�..�� 1-3118'NOM. GLASS STACK GLASS STACKED GLASS STACK -._..r GGLASS STACKED GLASS STACK GLASS STACK I -_�__ 7118'LAMINATED U8'ANNEALED GLASS -AIS'ANNEALED GLASS 3/18'ANNEALED GLASS 11/18'AIRSPACE PVB 518'AIRSPACE .0.PVB 9/16'AIRSPACE .098'SG PROnUCT REVISED gm Florkta 118'TEMPERED GLASS-,,. 178'ANNF�ALED GLASS 3116'TEMPERED GLASS-, 118'AN GLASS 118'TEMPERED GLASS,,,. &16' EALED GLASS as�� -� ACB4Piitlp@�1 -a '4 14 11118' 14 11118 14 11/16' EXTERIOR 3 Q GLASS BITE a 3 GLASS BITE R 3 GLASS BITE 37 38 39 40 42 37 38 39 40 42 37 38 39 40 42 A)NO CHANGES THIS SHEET 41 41 41 JR-0311&15 • m B)ADDED GLASS TYPE 7&TPS • ••i•• GLASS TYPE 1 • GLASS TYPE GLASS TYPE 3 U JR-01/24/16 *00: ICED IOPLLY• USED 9N DOOR ONLY TVP.WIDE FRAME GLAZING z ••0000 • DETAIL,NARROW FRAME SIMILAR • • 100000 • • • • • 13/16•NOM. 000000 13M8"NOM. 13/18'NOM. C m GLASS STACK •• ••7116'LAMINATED GLASS STACK 7/18' MI LANATED GLASS STACK 7/15'LAMINATED It to 900600 0•• • GLASS STACK GLASS STACK GLASS STACK 0 y 00000 • •• 3116'ANNEALED GLASS 3118'ANNEALED GLASS 3/18'ANNEALED GLASS (9 N r a7aQ ui • 1/2'AIRSPACE •• 0' &16'AIRSPACE .�.PNB 1/2'AIRSPACE �.PVB O 1Q 0000• 009060 • 318"AN EALED GLASS 3/16• EALED GLASS 3/18' EALED GLASS Z LL of LL 41•••i•8.TEMIPER&GLASS! 1!S'TEMPERED GLASS 3118'TEMPERED GLAD LU - • • ••9 _ 1sUU X2 ••9•4� ft' EXTERIOR 14 11/18' EXTERIOR 14 FL a O� 1vt6• {LL m O t e,11a • TE a 4 GLAS,4 BITE a 3 Q GLASS BITE c? • • (1 .—2 O.Z .� y 006600 37 38 38 4 37 38 39 a9 7�O z LL u 37 38 39 40 42 q • 1 42 41 w 41 ® O Iaa4S GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 m m TYP.NARROW FRAME GLAZING TYP.NARROW FRAME GLAZING TYP.WIDE FRAME GLAZING U Q z DETAIL,WIDE FRAME SIMILAR. DETAIL.WIDE FRAME SMLAR. DETAIL,NARROW FRAME SIMILAR zLU aloaS M 10 7/16"LAMINATED LL Z U) �- GLASS STACK K 'n 15 } 111yyy 3/18'ANNEALED GLASS t) LLLL 090'PVB ailu asa0 sa!saS 3116' NEALED GLASS . 11/16" GLASS BITE \ EXTERIOR 42 •: '= a 49 „I GLASS TYPE 7 "PVB'=.080'BUTACnW PVB INTERLAYER BY KURARAY AMERICA.INC. USED IN DOOR.(SHOWN) "SW-.Off SENTRYGLASS INTERLAYER BY KURARAY AMERICA INC. &SIDELITE/7RANSOM A LYNN MILLER,P.E. P.E.#W705 SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION 4"D.C.MIN., (010) NO,O►X,XIX,0140,XJOIX,01X0(10,ETC) SEE TABLE 4, SEE MULLION CLUSTER SEE MULLION CLUSTER 4"1 4,MAX �I THIS SHEET, / ^��`DETAIL BELOW �' DETAIL BELOW -ASTRAGAL- FOR QUANT TTY, i 1 \\�` CLUSTER SEE TABLE 1, ATTACH DOORS AND � PRODUCT REVL4ED 9-12" r S"MAX 9M� r _ TEE 1 FOR '\ SIDELITES TO THE as,�glyiaa w;m dre Fbride MAX, ., MUWONASPER �� No 'OI2(O•D4 i I I�� THE INSTRUCTION BEAN / \ OF THE INDMDUAL CENTERED i ANCHORS DOOR OR SIDELITE BETWEEN CENTERED i I I Produce HINGES SEE I / HINGES�j / ,\I I i TABLE 5:CAL MUWON I MULLION MAX c LENGTHIN A)NO CHANGES THIS SHEET NOTE 1; i 12"O.C. NOTE 1 i j I i i /I t VERTICAL JR-03/18x16 CENTERED i i \ MAX. CBETWENTERED i 1 I i i ONION PRESSURE I i APPLICATIONS ?B]ADDED GLASS TYPE 7 TO BETWEL_Ir�z I y• HINGES \ /i SEE i i +670.0 PSF j j 4 TABLE 3.JR-01124/18 HINI I • • i NOTE 1 •• ` 1 Y ••• L ANCHORS 1a L \ I J SIDELITE I SIDELTIE SIDELITE DOOR �µI m 9`1 MAX •• MAX it I •••-r-CHOR QUIREMEC `•_•••• ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS •• T qq(N� �tE CO •• •• �C SAME AS HEAD SAME AS HEAD SAME AS HEAD Q H=AS HEAD ••••• •_ XX,(USING ASTRAGAL) 6'MA X MAX a'°Q O • • ••••• • •••••• ; MAX \1"MULLION �� --�� 1'MULLION p c) ••••• TAB • •••••• TABLE 4: 4'O.C.MIN.t Ir ,`4"O.C.MIN. 4'O.C.MIN.% J ,\ 4"O.C.MM. Z J $ 8Q ••• XX Dow:Astragal Cluster Atrchwa Required t� 1 I t , _LLi LL. • X S XX Door.Daft"Prestmra @ Head&SBI SEE TABLE 8, , U U X 1q r :4149••• +1-00.0 PSS DIa9s • •••• it --- r THIS SHEET, 1� ffSEETABLE6 THIS SHEET, ZoN+170.0 PS G ulp Types 2847 48 6D DOw 72 p 1 78 \ QUANTITY.SEE FOR ANCHOR �••• SIDE- SIDE- J tSIDE-FORANCHOR > Y o QUANTITY,SEE n f\�LITE LIfE ?ABLE1,SHEET \ LRETABLE 1,SHEET Z O.Z WLL .g� m C`R m t`�S m cgs o1 FOR TYPE 1 FOR TYPE 0 0 •••••• O TABLE • • w 4 4 4 5 4 5 4 4 Anchors Ra 7aay5 quired�a Vertical Mullion(each mulBon am0 FOR'O�OQO' ® � 98 4 5 4 8 4 8 5 4 Door w smmetiransae Wdth(In) AND SIMILAR 0 12 24 32 3&3/4 40 CONFIGURATIONS Z N Z CONTAIN WG A U FF.) ❑ m v ❑ m .m ❑ ❑ DOUBLE DOOR ¢ ZLL1TRANSOM-TO-DOOR(X/O)OR TRANSOM-TO-SIDELITE(O/O) g g 2 (XX�,USE u. cr a „)MULLION ATTACHMENT&INSTALLATION S o 5 Ionic ¢ ONLY HALF OF ° U. z 19 Door wa z t z 2 t 3 2 1 NIA wA wa THE FRAME w } CD tLo ATTACH DOORS, _ SLT71R 1 2 1 2 2 1 3 2 1 9 2 1 WIDTH OF THE U Z W SIDELITES 6 Dow WA 2 1 3 2 1 3 3 2 WA WA wA DOUBLE DOOR j 0 TRANSOMS TO THE `�� 8LT7iR t 2 1 3 2 1 3 3 2 3 3 2 THIS TABLED ap;y rosep se�.a5 MULLION AS PER -' THE INSTRUCTION - \\ 1"MU WON OF THE INDIVIDUAL TRANSQM �L ` INSTRUCTIONS: PRODUCT -- -- _\ �� t 6' I HORIZONTAL 1)DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIXANCHORS.SEE TABLE 1,SHEET 1,FOR MAX I MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH _ t APPLICATIONS HINGE LOCATION(RECOMMENDED#10 FLATHEAD SMS OR 3MS'FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). - y BMAX rt ALWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR _ i TWO(2)ANCHORS EXAMPLE,ON AN-XIO'CONFIGURATION,THE DP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE - TABLE 7: DOOR OR - (TYPE A-D AT EACH /t• �� DESIGN PRESSURE MULLION ULSIDELITE _ `� ] DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. HORIZONTAL MU MULUON END. _-:-- NOTES: -/y{ �T.. 1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. 5t. +670.0 PSF 2)MULLIONS SHOWN ARE STANDARD I-FRENCHDOOR MULLIONS. 40"MAX.MULLION LENGTH IN HORIZONTAL APPLICATIONS. 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. TRANSOMS WIDER THAN 40"WILL REQUIRE ADDITIONAL THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP. - STRUCTURE OR DADE-APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION IS LIMITED TO W IN VERTICAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS. TRANSOM AND DOORISIDELITE. 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELffE/TRANSOM OR MULLED ASSEMBLY. A-LYNN mn I ER,P.E. 8)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P"58705 TABLE 8: SIdeIKe/Tiansom Design Presm m(+/-,paf)for Ouse Types 3&4 S IDELITE/TRANSOM INSTALLATION(0) Long Side(in) 63.3118 60.518 68 70 72 78 78 82 84 a8 92 96 Be 104 108 111 24 +/-70 +/-70 +170 +170 +170 +/-70 +1_70 +1-70 +J-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 28+O.C.MAX. 2310O.C.MAX. 28 +/-70 +/-70 +1_70 +/-70 +1-70 +1-70 +/-70 +1-70 +1-70 +/-70 +170 +1-70 +/-70 +1-70 +1-70 +1-70 IF SHORT SIDE 13 IF SHORT SIDE IS 32 +/70 +/-70 +1-70 +/-70 +/_70 +/-70 +/_70 +f-70 +1-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/_70 +/-70 40'OR LESS - OVER 4(' PRODUCT REVISED 38 +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1_70 +/-70 +170 +/-70 IJ -1 ___ ---- m emnoyma wft dw Fbd& Building Coda 383/4 +1_70 +/-70 +/-70 +/_70 +/70 +170 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +f_70 +1_70 +/-70 _ T u P&&n=N. 40 +170 +1-70 +/-70 +/-70 +/-70 +1-70 +/70 +/-70 +170 +/_70 +1.70 +/-70 +/-70 +/-70 +1-70 +/-70 •-7 'al 9D I I I I SEE TABLE 10, 42 +/-70 +/-70 +/-70 +/-70 +1_70 +1-70 +I-70 +170 +/-70 +/-70 +1-70 +1-70 +1.89.8 +/•88.5 28"O.C.MAX I I I I SHEET 6 FOR By 44 +1-70 +1-70 +170 +1-70 +170 +1-70 +1-70 +1.70 +1-70 +1�.6 +138.6 +/$7.7 +1.87,3 IF LONG SIDE IS' ANCHOR MSI 40"OR LESS I I QUANTITY.SEE 46 +170 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/•89.4 +138.7 +1$7.8 +/-88.6 +/-66.8 TABLE 1,SHEET 1 t'o 48 +/-70 +l-70 +/-70 +/-70 +1-70 +/$9.9 +/88.1 +1.87,8 +W +(•85.8 +8 A84.7 � i I I FOR ANCHOR )CORRECTED TABLE 8 DIM.- I I I s m 50 +/-70 +/_70 +/-70 +/70 +/-70 +/•86,4 +t•87.8 +1.88 +/35.4 +/-04.1 TYPE. JR-03(18118 I I I °j B)ADDED GLASS TYPE 7 TO 52 +1.70 +70 +/-70 +170 +189.1 +1$7.1 +/88.2 +1.84.6 +183.9 I I I I m TABLE 9;JR-01124118 54 090 4 +l-,N +1-7 +/ 2 +/88 +185.9 +/85 +/83.4 I I 2310 O.C.MAX I I I I > *6 +/-7 +7-70 +189.6 i/-68.3 +187.1 +184.9 +183.9 IF LONG SIDE IS • 4 48 +170 +1-79 +189 g+1W*61*.Ir +186.3 +184 OVER 40`+185.8 � 12'MAX(LONG SIDE) j63.3H8 +/-70 +/�.1 +/87.9 8• L.--------------.� it +/-6" +/88.9 (SHORTSIDE) i••i i i i•• seem" (WIDE STILES AND WIDE 0 to • 4 •••• RAILS SHOWN ON SIDELITES) -i• p� Cp Je d iii• •.6.6.6.6.6 • • Z� u, cO g �. • i • iiii !'. .• •iiii• iii••• Sidelite/Trenmom Design Pressure,pd for Olay Types 5,6&7 ~Z m Q 1^ nava iiii 28"O.C.MAX. 231/2'O.C.MAX no 90 C4 ••••i i . 00 Long S&IB prl) IF SHORT SIDE IS --}�---� IF SHORT SIDE IS `-Z 0.Z i 633/16 66.5/6 88 90 72 76 78 82 84 88 92 96 98 104 108 111 40"OR LESS - OVER 40' Z� d •• +(-70 +/-70• +(_70 +/-70 +/-70 +/70 +/70 +170 +/-70 +/_70 +1-70 +I-70 +1-70 +/-70 +1_70 +1-70 ----1 --- ---- Q to 28 +/-70 +- +1-70 +1-70 +1-70 +1-70 +!70 +/-70 +/-70 +/-70 +/70 +/-70 +/-70 +f-70 +/-70 t/70 0 L`I '-------------- W 32 +1--70 +170 +/-70 +/-70 +170 +/-70 +1-70 +/-70 +/_70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1.70 �r 0 0 jr + vs 35 +1-70 +1-70 +170 +/_70 +/-70 +/_70 +1-70 +1_70 +170 +J-70 +/-70 +1-70 +1-70 +1-70 +1-70 +/-70I 1 SEE TABLE 10, U} 28"O.C.MAX I i 1 SHEET 6 FOR 383/4 +1.70 +1-70 +1-70 +/_70 +/-70 +/-70 +/_70 +/-70 +f-70 +1-69.9 +/-W +/88.3 +/87.9 IF LONG SIDE IS ANCHOR V co Z 40 +/-70 +1-70 +/.M +/-70 +1-70 +I-70 +1-70 +188.8 +1-69.3 +188.3 +187.4 +/86.7 +188.3 OR�� I i t QUANTITY,SEE W R7- It 42 +/70 +/-70 +170 +/-70 +/70 +/9.5 +1-68.8 +187.8 +187 +188 +/8FOR ANCCHOORR 5.1 TABLE 7, Hp LL Z to I I } to 44 +/-70 +/-70 +/_70 +/-70 +18 86 9.1 +1.67.6 +/ 6 +1.86.6 +/.65 +/84 i / i i TYPE. to •$ 46 +1-70 +170 +18.9.4 +1$8.4 +187.4 +/-85.8 +/85.1 +/83.8 +183.2 1 I I O WQ LL 48 +170 +/88.8 +/68 +1.88.9 +188 +184.3 +/83.5 +1822 50 +189.9 +18"/.6 +/-66.8 +1.65.7 +184.7 +182.9 +1821 23.12"O.C.MAX. i i I en1 '�sa0 ss..a5 m IF LONG VER40SIDE IS I I� •��; I;;r;,. 52 +189 +186.6 +/85,7 +1-64.8 +183.6 +181.7 OVER 40' fN'T 54 +188.3 +/85.7 +/-64,8 +183.6 +/828 �' -------------- 12'MAX(LONG SIDE) ,,.!`<i'•.i:': 56 +187.7 +165 +/84.1 +1628 - _< 58 +/87.3 +164.5 +183.5 8'MAX I�-----------� _ ` _-",`• • -. 60 +/67 (SHORT SIDE) 62 +166.9 (NARROW STILES AND NARROW /��• I,' '.-�'�[ _ 833/16 +/-68.8 RAILS SHOWN ON SIDELITES) ^'�� t t�t7 Pi �.' NOTES: ..'t 1)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. 2)SIDELITEITRANSOM MAY BE A SINGLE,STAND-ALONE UNIT. A-LYNN Ma I FR P.E. 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.Ep 56705 TABLE 10: SideffWTraneom Anchor Quantity Lag side{in 633!18 q 88 70 72 6 8 848892 96 104 qq 108 111 md(2 m + m Q m tS Q mCm7 VROOUCT RF.VL9Eo {o"Bcodwi1L 1e F 'id.* oAcopt%!G4 4 t +�1 V'*- 24 short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 p� l Long Side 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 6 5 5 6 6 6 8 Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 BY 28 Lag Side 4 4 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 5 5 5 6 5 6 5 6 5 6 5 5 7 6 7 6 ih�t 32 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 LOMSids 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 4 6 5 6 5 6 5 6 5 7 5 7 5 5 716 a fi ¢A)NO CHANGES THIS SHEET 36 Short Si 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 P JR-03t18P15 Long Side •4 4 50 4 5 4 5 4 5 4 5 4 5 4 5 4 6 5 6 5 7 5 7 5 7 5 8 5 5 7 6 8 6 m B)NO CHANGES THIS SHEET • 38-314 Short Side 2 2 2• 6 e 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 z JR-=4118 Lag SI 4 5 4 4 5 4 5 4 6 4 6 4 6 4 6 5 7 5 T 5 7 5 B 5 8 5 5 8 6 9 6 • •�• Short Sid 2 •2 2• 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 • Long Side 4 4 5• 61 45 4 5 4 5 4 6 4 6 4 6 4 6 5 7 5 7 5 8 5 a 5 8 5 5 9 6 9 6 • 4� Shat Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 OD • • • Lmg Sita 5 4 5 4 5 4 5 4 6 4 6 4 6 4 7 6 7 6 7 5 8 5 8 5 8 6 5 Y W �M- Wney • �• Short S'e 3 3 3• 3• 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 L 30 • Lmg Si e 4 5 4 5 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 8 5 8 5 O +� .t 0490 Short See 3 •3 3 r¢• 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 >- d' CD arm O dri c Long Si •4 5• 4 e6 4 6 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 8 5 00� � ix to a9 •�• Shat Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 o d °1 • Lag Side •5 4 6• ri• 4 6 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 Shat Side 3 3 3 r8 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 X 11LLA C U4p �• Lag S' 4 5 4 4 6 4 8 4 8 4 8 4 7 4 7 5 7 5 UJIV U X N • Shat S 4 .3 4• 3• 4 3 4 3 4 3 3 3 3 3 3 3 3 3 C W m Y .9m0 • LorV Side 5 4 50 04 66 4 6 4 6 4 6 4 6 4 7 4 7 5 t` p 54 Short S' 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Z Il Z fA W v Long Sides 5 4 5 4 6 4 6 4 6 4 6 4 6 4 7 4 0 F.. O 58 Short Side 4 3 4 3 4 3 4 3 4 3 4 3 4 3 < t Co Long Side 5 4 6 4 6 4 6 4 6 4 6 4 6 4 1 Ir 44 58 Short Site 4 3 4 1 3 4 3 4 3 4 3 4 3 ® � $ Iaays Lag Side 5 4 6 4 6 4 6 4 6 4 6 4 Short Side 5 4 5 4 5 4 4 4 4 4 = F Lay Side 5 4 6 4 1 6 4 6 4 6 4 U = Z 62 Shat Side 5 4 5 4 1 5 4 5 4 ¢ W ZU atoms Long Side 5 4 8 4 8 4 6 4 p m Zis 633!18 Short Side 5 4 5 4 5 4 J Lag Side 5 4 6 4 6 4 > F 6518 Shat Sloe 6 4 6 4 j N LL L Side 5 4 6 4 a17; 'oseQ seuas �"o ..tit NOTES: 1)NARROW OR WIDE STILES AND RAILS MAY BE MD(ED WITHIN THE SAME SIDELn'FITRANSOM OR MULLED ASSEMBLY. 2)SIDELITEITRANSOM MAY BE A SINGLE,STAND-ALONE UNIT. ,P.E. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E.40.LYNN MILLERILLER EMBEDMENT 14' INSTALLATION �— SKIM 23 OPTION 1 I INSTALLATION ANCHORS EDGE 18 INTO 2X WOOD. DISTANCE 11 13 67 PRODUCT REW$ED TYP.ANCHOR TYPE, 1 EMBEDMENT AND 3 as cemplyiu• Cm Ftmida EDGE DISTANCE PER 71 amid A— Coda SUBSTRATE,SEE E w�Dabt A TABLE 1,SHEET 1. By Miami 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE.MIN.#10A)NO CHANGES THIS SHEET FLATHEAD SMS,SEE* • � z` JR-03118115 • TABLE1•SHEET 1.* e e • 5 EXTERIOR 14 15 9B)NO CHANGES THIS SHEET •i•••t • • • 47 48 53 8 z JR-01124116 • • • • 15 28 s s••e• •i • • 70 DETAILCA 19 x • 2X WOOD BUCKSTRIPt • • EXTERIOR • CM FRAMING,SEE•••••• '��SEE BELOW nn y m •i•e•s •DOTE 2.THIS SHEET V DETAILnB .M- 7. •• •• a, :00:0* • TYP.ANCHOR TYPE,EMBEDMENT 0 � **:*& • t•• •••••• AND EDGE DISTANCE PER • SUBSTRATE,SEE TABLE 1,SHEET 1. YU' N n ema O uj *sees • TYP.ANOYW7�1Tt'PE,EMBEDMENT AND AVOID INTERFERENCE WITH N *:09 6 EDGE SISTANCE•ER SUBSTRATE,SEE OPPOSING ANCHOR BY CHOOSING 0 TYP.ANCHOR TYPE. 0#6000 • TABLE 1 }7. THE CORRECT LENGTH OR 16 TYP.ANCHOR TYPE, EMBEDMENT AND 0'- W LL .o • r • 114'•••••• STAGGERING LOCATIONS.. EMBEDMENT AND EDGE EDGE DISTANCE PER =lyj EMBEDMENT • 23 DISTANCE PER SUBSTRATE, 18 SUBSTRATE,SEE U U X V •:•s e• •• •• SHIM t 23 10 SEE TABLE 1,SHEET 1. 23 10 TABLE 1,SHEET 1. U,y Oat O • Dma EDGE a • 18 • DISTANCE. • n O -� •••e•• •. 1 I l 11 1 THROUGH PER HINGE. BE t '. Z 0_Z N • 1'.. IIIJIr' THROUGH SUBSTRATE.MM. Ur` v n U. O #10 FLATHEAD SMS WITH Z YOND INSTALLATION MIN. METAL SUBSTRA3 THREADSTETE`. 52 OPTION 2 « 41 S aays 7 INSTALLATION 71 ANCHORSDIRECTLY �q = Z Z INTO MASONRY. L.O O Z e/orb ra sLID OLU LL Lo Z y O 26 4 72 \ 4 S LL EXTERIOR 32 EXTERIOR 47 48 eg1 �sap saws V 1'FRENCH DOOR MULLION 18 70 20 28 A_r. DETAIL A 1 ANCHOR PER HINGE TO BE THROUGH EXTERIOR SUBSTRATE.MIN.3115•FLATHEAD DETAIL�I n DETAIL�J ' ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1. INSTALLATION NOTES. lZ. 1)USE ONLY SUBSTRATE•APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. 2)WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.12°.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS 7r ARE 1-12'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. A LYNN M81ERILLER,P.E. 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. P N TYP.ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE 114• DISTANCE PER SUBSTRATE, OPTION 4 MAX. 23 10 18 SEE TABLE 1,SHEET 1. INSTALLATION ANCHORS SHIMzz DIRECTLY INTO METAL EDGE ! 1 ANCHOR PER HINGE TO BE DISTANCE 18 THROUGH SUBSTRATE.MIN. #10 FLATHEAD SMS WITH L. MIN.3 THREADS BEYOND DOOR 67PRCADUC,I,�V�® METAL SUBSTRATE. VISIBLE LIGHT as cemOYM9 wak t w FW&!a 29 71 5 WI LIGHT 7 23 Bw7dinsCD& Acoepicuw No ti •O TYP.ANCHOR ]?,q"m Date i TYPE,EMBEDMENT By AND EDGE M rem DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET 1. a A}NO CHANGES THIS SHEET a JR-0318(15 52 B)NO CHANGES THIS SHEET EXTERIOR 3 31 72 41 EXTERIOR 48 a JR-0112418 1'FRENCH DOOR MULLION 70 47 b • 20 28 ••• DETAIL 18 MIAMI.DADE APPROVED e • • • •• MULLION(SEE SEPERATE •••• • • ••• • L NOA),ALUMINUM,STEEL '1' �,.� Y m • goo: • DETAIL E FRAMING OR STEEL STUD.SEE 5 N '^aa • • •••••• • • SUBSTRATE PROPERTIES, 0: 3 •••• 40 INSTAULATIOR OPTION 3• • TABLE 8,THIS SHEET o ••• DOOR FRAME WIDTH INSTALLATION BUIC ST ANCHORS S TYP.ANCHOR TYPE,EMBEDMENT AND EDGE TYP.ANCHOR TYPE,EMBEDMENT O N N slop • 1X BUCKSTRIP INTO MASONRY•• •• •• • • DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET AND EDGE DISTANCE PER � ••*,&BEDMEN• •••••• TYP.ANCHOR TYPE, 1.AVOID INTERFERENCE WITH OPPOSING EMBEDMENT SUBSTRATE,SEE TABLE 1.SHEET 1. Z LL M-.j m /a � *see ••• 114' 18 23 ANCHOR BY CHOOSING THE CORRECT LENGTH Mwe EMBmA CE AND OR STAGGERING LOCATIONS. 114' U U X L a • ••• ' SHIM ••• 23 EDGE DISTANCE PER 23 10 . 'HIM M 23 WE O 2 00 ON •••••EDGE •••• SUBSTRATE.SEE • • TABLE 1.SHEET 1. EDGE o m Y dna DISTANCE • • ••••• DISTANCE A Q O J • , lUl Z 0_z .. 0 ••••• Z O drYP.ANCHOR • ` •. • 31 � w 1 29 Ir OF TYPE, 1 5 \J ° 41 ® g $ taabs ENT v DISTANCE V z Z SUBSTRATE .• 1 ° a W a a, s SEE TABLE 1, 1 0 SHEET I. t F D' U Z y d 31 CONCRETEICMU n Z PERANCHOR 3 R a 4 EXTERIOR 7 •5sap savaS REQUIREMENT 1X WOOD CONCRETE/CMU 32 BUCKSTRIP, SIDELITEn RANSOM FRAME WIDTH PER ANCHOR 17 EXTERIOR SEE NOTE 2. 18 I REQUIREMENT orr THISSHEET. DETAIL DETAILL DETAILL INOPTIONTION INSTALLATION ANCHORS INSTALLATION NOTES: DIRECTLY INTO MASONRY. 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR,SIDELTTE OR TRANSOM. _ [ 2)WOOD BUCKS DEPICTED ON THIS SHEET AS-IX'.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS 2X'ARE 1-112°THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR.SIDELITE OR TRANSOM. 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR.SIDELITE.TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#S870S INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE 1X BUCKSTRIP INTO 2X WOOD. EDGE DISTANCE DISTANCE a • ' n CONCRETE 2X WOOD ° BUCK 4 L\J 32 18 PER ANCHOR • P° ° OR FRAMW STRIP a REQUIREMENT EMBEDMENT SEE NOTE 2. ® EMBEDMENT 1 THIS SHEET 11PRODUCTRFVL48D me—plying wilh•te Fle i& 123 1X 1X WOOD BUCKSTRIP,SEE SUCKSTRIP SEE 23 NOTE 2,THIS SHEET. NOTE 2.THIS SHEET. 1/4'MAXSHIM 17 114'MAX SHIM 18 25 Mimai G n23 10 18 1 <A}NO CHANGES THIS SHEET I I TYP.ANCHOR TYP.ANCHOR JR-03/18!15 18 j j TMs'EMBEDMENT TYPE,EMBEDMENT m B)NO CHANGES THIS SHEET I I AND EDGE AND EDGE s JR-01/24M6 TYP.ANCHOR TYPE, I I 1 29 DISTANCE PER DISTANCE PER v • EMBEDMENT AND EDGE jt SUBSTRATE,SEE > • •• DISTANCE PER SUBSTRATE, SUBSTRATE,SEE • I I SEE FLUSHBOLT TABLE 1,SHEET 1. • I I DETAIL,SHEET 12 31 � TABLE 1,SHEET 1. a •••• • • SEE TABLE 1,SHEET 1.AVOID I • • • INTERFERENCE WITH j I Y m • 0000 OPPOSING ANCHOR BY 1 1 8 co '_H • ••• • CHOOSING THE CORRECT j 1 3 O: C 3 • • • p O LENGTH OR STAGGERING 1 • •••• • •••• DETAILC • • • LOCATIONS. 8 C)c4 cj amcr U9 • •••• E_ R • 33 DETAIL�K C, • • • • Zii to� a • .•• • •••• xL x. •••• •• •• •••• _� SIDELITE/ lU Z 02 ppCC oN • 1 TRANSOM F- W O C Ana • ••••• DOOR 14 155 WINDOW FRAME nY •••• • VISIBLE LIGHT VISIBLE LIGHT HEIGHT Z Q.Z to • •••�G�ILC HEIGHT(DLO) HEIGHT(DLO) v p O ••••• ••• • • •• I - � • • • • • 1 4 • i• • O DOOR 41It • • • ••••• 33 FRAME Q tas45 •••••: HEIGHT • th V) EXTERIOR F V ZO Z INSTALLATION NOTES: a Q Of W F, evn>5 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR j DETAIL CJ DETAILOL D- TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON TYP.ANCHOR Z ANY SIDE OF THE DOOR.SIDELME OR TRANSOM. 1 I INSTALLATION Z rn LL TYPE,EMBEDMENT an!t 'asap sa;ia 2)WOOD BUCKS DEPICTED ON THIS SHE X'.ARE t+ INSTALLATION DISTANCE PER BUCKS WHOSE TOTAL THICKNESS IS LESSS THANOPTION 2 AND EDGE THAN 1-1/2'.iX INSTALLATION I ANCHORS DIRECTLY WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 I 23 28 SUBSTRATE.SEE DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS 9X'ARE INSTALLATION ANCHORS 1 1 TYP.ANCHOR INTO MASONRY. TABLE 1,SHEET 1. i-112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS INTO 2X WOOD. TYPE,EMBEDMENT AND EDGE 1 1/4•MAX.SHIM OR APPROVED BY THE AUTHORITY HAVING JURISDICTION. 24 t 1 SS STANCE AN 7E SEE 3.4 KSI NON-SHRINK, �•'''� NON-METALLIC ; .r. 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER 2 I I TABLE 1,SHEET 1. GROUT-FULL SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THEFULL LENGTH 114'MAX.3H U '� LENGTH FRAME OF THE DOOR,SIDELITE OR TRANSOM. 4)W APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR, 111 31DELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE EMBEDMENT SYSTEM. 2X WOOD BUCKSTRIP EMBEDMENT CONCRETE PER •' OR FRAMING,SEE �_-'-' ANCHOR NOTE 2,THIS SHEET REQUIREMENT EDGE DISTANCE ►{ EDGE DISTANCE A.LYNN MILLER,Pa P.EAS8706 4.9= 2281- U 45 3.02V r-F 075' —� M .075" 1.375' .18,r_4 .3127 1.750" PRODUCr REVISED m cm0ying with the Fkxih OE�Efl[ ]L []L� E3 i SIDELITE ADAPTER A G) #20003,Rigid PVC FRAMEHEAD&JA B FRAME SILL PANEL RAIL&STILE #20000,Rigld Cellular PVC #20DO1,Rigid PVC #20DD2,Rigid Cellular PVC 3.0*ff — A)NO CHANGES THIS SHEET 1.603, JR-03/18F15 1.097' 11 8)ADDED PAKr#27 1.50(r 2.146* .761, .278' LLI c) (p -7.—& -Owe—ev alW �!T 1 4.561' > X: 9 — 3.51W .100" IS 0 GO** *:*000 .087 3.918" Wo 3.518* 3.51W .08T 0 6 000** a C4 c" 4 lose* a POO ***go 0-j I z POGO* 00 x Ld lilt W�o LU 02 61INGEsTiLE U —,ULj, m 0 9mo :.*SSG REITORCEMEES 0 0 0 0 0 -8W cj x g C11 9 a #20013,6 0 TOP&BOTTOM RAIL PANEL STILE ACTIVE INA 1*FRENCH — 4P63-T6 o o a z LL 4, *age REINFORCEMENT �ST CTM 0 REINFORCEMENT 8 A AL R. DOOR MULLION z 060 0 t. ) 0 0 #20016,6063-:M a 0 0 #20014,6063-T6 #20015,6063-T6 #20017,6863-T6 #20022,6063-T6 1.140' 1,2W 1.450" 075' .06WO, 1.357 -281 28 .375' .777 .0W .610* 3" z z z wo—s Sr Lu 0 W — .060* .060" LL to 8 INACT VE 14 BEVELED 15 OGEE F.F;VME SCR ADD-ON 18 1"MULLION ACTIVE U� CC --ZAP ASTRAGAL COVER >- 13 ASTRAG—ALCOVER BEAD BEAD COVER FIN/FLANGE n 8 8 8 0001�—PJgld PVC :1 D9 #20011,Rigid PVC #20004,Rigid F�C-- #2 #20006,Rigid PVC #20007,Rigid PVC 8420008,Rigid PVC (i� > 1.01r �— 1.626* 901* 93Y 2.285- 0 0.1 12 50. 1.041" .3W .93T AAr .500, Z14� —f f—L-4— - .05W 191* .200' SINGLE DOOR ANCHOR THRESHOLD HINGE TRIM 7/16"SQUARE 20 2@2 SILL CAP 23 24 25 DRIP CAP 26 27 ASTRAGAL COVER PLATE CAP COVER BEAD #20012,Rigid PVC #19009,Rigid PVC #1 6063-T6 #2OOiO—,6—O63-T6 #20021,6063-T6 #20023,Rigid PVC #20047,Rigid PVC I ALL RIGID AND RIGID CELLULAR PVC BY VSION EXrRUSIONS,LTD. A,LYNN MILLER.P.E. 1 11 P.F-#582L_____j TABLE 11: 62 # POT Part DeentlaBon kutfulal 23 1 Dawn MamFmme papular DOOR HEAD s1 DOOR PANEL HEAD 2 20001 Dow Fran•BID Rod PVC 3 20802 Parml Sft&Ra8 Coli"PVC 1 0 8 19 4 28003 S1deft PVC 3 5 20013 8t0a Remlorm of Apon..8083.78 8 6 200'14 Panel Raft Rabdwoerr•M Ah m..808378 7 20018 Panel SIVe ReNEreemmrt Ahsn..808376 1 8 20018 Ache Astragal Rigid NO PRODUCT REVISED 9 20017 kmtw Astragal R10d PVC 26 1 as compty, with M0 67wid4 10 20MM P French Dow MuNar AkmL,W63•70 colo 13 20004 irmcthe A~t w PVC 34 4 23 Acmlae No�D 14 20005 1-1116•BOW Bead Rigid PVC ePd�' Otte gD1 is 20008 1.1118.09ee Bei Ft4Od PVC 18 20007 ScamCom Rigid PVC 3 / 17 20006 Add-W PVC b M Product t8 20008 V MLOM Cup 5 19 20011 Aottm As Cow Riold PVC 3 a 20 2Q12 Sb6o Door AshaW Cat" PVC DOOR ✓� t A)ADDED#38-JR-03118115 23 1smB PSIRA � Awm.X76 JAMB / B)ADDED PARTS#27,#45&#46 24 H2O Vmhold Comr AhM 808376 rr JR-01a,1116 25 WM1 Ddotap 0 0RWd PVC 2.8 RkM PVC a 7 7n8' Bead • ftw PVC 87 Fin Weatlmisbo 0 35 m 28 1871/3 F ch yFi7N Fmrrraf•Wme scmew ri x 1-1/2 Ph 1&82s O.G �mlee8 steal 28 / DOOR PANEL 3R 7S101X Fmnm-to-Nw.Slob S..#10 O.G Stainless Steal � � 0 33 71DOFPra10 Ile soravc>iSxr stemlesosmel 70 HINGE STILE Y ti a,oQ 710)C FPAX F sembiY screw.A70 X2' FFt stalMass smog w soreac 1• Ile.FH slabdess steel DOOR PANEL vN 04is 7 N• Sarew.#1 Y ghiH Smmieaa Sorel / OJ M T�Brmear LOCK STILE 0-1 N e o Cerdbml l4 Edge Z P 11. uaap 2 Ormn•roae!•pater,Ca Oe I=d U V X y 828 (Z,mrmx .Foam EP leoere W • So"Bleck,85+b s dum. Vhgl 090 e} Iz 9Mp .Oaw896w1iE- Sm one r O O) (j r 43 Oise INSTALLATION Z D-Z .. 40 Hot ANCHOR G 0 LL 1662 50 971 4•x 3)18•!65+F kilo. 71 Z m O 1914 Sa Bleak 1/7 x 1•x 1/8•,8•+/-vdum. 32 Q ZO •7y m•Fbrcf.BOM'Table 12.UP 12 INTERIOR $ 8 Q )aa4S 90 20033 bort Aeetal 9l 2.0035 I. AWN ALL RIGID PVC AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTD. 72 h- ANCHOR D.C.DIMENSIONS SHOWN AS MAXIMUM. U FQ- Z 33 a W p °W's DOOR ° LL LU wif ' JAMB zz /' 5J C ,� U Z O DAYLITE OPENING(DLO)SIZES 3 / U LL 24 eA1 '�e0 seueg WHEN USING PART#3:(WIDE RAILS OR STILES) 2 X DOOR FRAME HEIGHT.12.1=DLO HEIGHT r t. X DOOR FRAME WIDTH-12.3=DLO WIDTH SIC 1-11 34 (XX DOOR FRAME HEIGHT)•12.1=DLO HEIGHT JAMB W/NARROW (XX DOOR FRAME WIDTH/2)•11.5-DLO WIDTH SLT/TR FRAME HEIGHT-12.1=DLO HEIGHT FRAME _ SLT/PR FRAME WIDTH-12.1-DLO WIDTH DOOR 8 WHEN USING PART#4:(NARROW RAILS OR STILES) SLTITR FRAME HEIGHT-4.9=OLD HEIGHT SILL SLT/iR FRAME WIDTH•4.9=DLO WIDTH 1e Via.. SIDELITE/TRANSOM 34 31 SILL W/WIDE FRAME - 1 (HEAD SIMILAR) A LYNN MILLER,P.E. P.E.#58706 HARDWARE DETAILS&LOCATIONS 47-49 62.63 68 87 70-73 PRODUCT REVISED EN / / as cempty'u�wi�ffiFlo<i� 8uitding Code EQUALLY- A—pm.No►fob SPACED 87m, pfoduet / 47-49 / \ \ A)NO CHANGES THIS SHEET JR-03M&15 V V m B)NO CHANGES THIS SHEET EQUALLY- JR-01114!16 e SP/COD o o • • • O O :004141: e• • 41 4101 \ \4141 • • 41 0 41410 t \ tLl m 01414141a: • • \ • / 2 "aa • EQUALLY \ MAX. 000000 :S�CED ••0.00 O o1i a 414141ae o is 000000 0 m� $ '� d 41 41 004141 s41s010 10, \ Z �Ci e 04141 a • :01,04141: o y •.• \ MAX V U X N 01 01.41•: MAX W— O (L' oN l'- ICD y F• a s.41o.41 •�•••� "X"CCWItLIRATION "W CONFIGURATION \ 011 �Z D'Z o w u s Z O a a • i •41.01 SEE DETAIL, Q N s• : • : TOP LOCK 0 POT Partr� • • Description Material SIMILAR ® � O -w s 47 SIX11=701 P3000 3-PT Rhlrlo Lock(6'8"),Amesbury Inc. St less Steel HINGE DETAIL � � V) y 48 688032702 P3000 3-PT Whin Lock(over M,Amesbury Inc. Stainless Steel V W Z 49 71032X1FPFX Rhino Lock Screw:10.32 X 1"Phil.FH StaWass Steel a W aro s 52 20027 Adjustable Strike Plate Assembly,Amesbury Inc. Stainless Steel o D' D. 53 20028 Center Strike Plate Assernbly,AMSS"Inc. Stainless Steel 0 LL z 54 7S701X Strike Plate Screw,PQ:#10 X 1°Phil.FH410 S.S. Z to 55 78X12PFHLAt Strike Plate Screw,()OQ:#8 X 1/2"Phil.FH 410 S.S. O @O 60 7SB1202 Flush Bolt()OQ au1 ..a sta 61 7503725 Flush Bok Rod pOq 4' 62 420034 Flush Bolt Guide()0Q O 0 63 7832X12FPXP Flush Bolt Guide Screw.B-32 X 1/2"Phil.FH 64 48033N Guide Pin()OQ _ 65 78036 Flush Bolt Strike Plate M Amesbury Inc. Stainless Steel 0 66 7832X12FPXP Flush Bolt Strike Plate Screw,POQ:N8 X 3414"Phil.FH 410 S.S. ;- 67 varies I Handle/Lever 9/16• as vanes Dumm Handle/Lever 4 BEYOND J6 70 20025 Butt Filnge,Amesbury Inc. Stain�ss Steal 70 PANEL r� f 71 71032)UFPFXIHWV,Slab Screw.#10-32 X1*Phil FH Stainless Steel FLUSH BOLT DETAIL 72 7S101X Ht1ge,Frame Screw.010 X V Phil.FH I Stainless Steel A.LYNN MILLER,P.E. P.EJ158705 r M AM MIAMI-DADE 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) MMManiamIdadegayleconomy 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 AHJ(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"HR 510 Vinyl"White PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-2, titled"Vinyl Horiz. Roller Window, Impact-resistant", sheets 1 through 10 of 10,dated 08/12/09,with revision C dated 05/29/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 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 otheiivise 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**NG A•skak ba yrovided.to the user by the manufacturer or its distributors and shall be available for h;pecti9j a1*'Iro,sil'g p't f%e request of the Building Official. This NOA revises and renews NOA#I IWOQ s'►Drd%Mststg o[As page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewgc by Manuel Perez,P.E. 6:0. . ' " •• NOA No. 15-0612.14 MrpM1 DARE COUNTY Expiration Date: February 17,2021 Approval Date: July 30 2015 712 . . . ... . Page 1 . . . . . . . . . . Soo 0 . .. .. . . . .. .. PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0901.07) i 2. Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact-resistant' sheets 1 through 10 of 10, dated 08/12/09, with revision C dated 05/29/15, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. I B. TESTS 1. 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series HR-510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09-0901.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5« Edition (2014), dated 06/05/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. • •• •• Manuel PePA P.E. • Product Controliner •• • • NOA No.1Y5- 612.14 . .. . .. .. .. •• '•• • • Expiration Date: February 17,2021 Approval Date: July 30 2015 Or . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products,Inc., for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/07/13,expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014),dated June 5,2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 5, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 11-1114.06,issued to PGT Industries for their Series "HR-510" White PVC Horizontal Roller Window-L.M.I."approved on 02/09/12 and expiring on 02/17/16. .. ... . . . . . .. • .. . . . . . .., 0 000 ••• •.• Manuel Pe P.E. ' Product Control iner .. .. ' ' • • NOA No. 15-0612.14 . . .. .. ' ••• • • • Expiration Date: February 17,2021 Approval Date: July 30 2015 • •• o• • • • o. o• 26!8"MAX TVP. 21/4"MAX. ®IMPACT-RESISTANT HORIZONTAL ROLLER 4'O.C.MAX.1YP. T,P, f- DeslemPreaeweRatln9 Inn R +801-70 PSF L:Ls and Small MW d Umpect BOX FRAME AND INTEGRAL FIN WINDOWS �^�•�^�� +60 P 70 PSF Large MleaRe Impact Ody n..er.ad�an.yd.dor GENERAL NOTES: pnewv 1.GLAZING OPTIONS: A7/8"IG-NIB"HM-SG+7118"-AIR+1/BACAP rs B.7/8"IG-8/16"HM-SG+7/18"-AIR+1/8"T CAP _ = p NOA DRAWING TABLE OF CONTENTS 2.CONELQUBAIM XO AND OX c o w SHEET DESIGN P / / �a3 GENERAL NOTES.............._._.................1 PRESSURES:+W-70 PSF(ALL GLASS TYPES LISTED A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE u ELEVATIONS... ...................................1 AND GLASS TABLES ASTM E 1300. v O U. g GLAZING DETAILSILS..................................2-3 v SECTIONS,I.F.FRAME.............._..„...„..4 ESIGN LOADS BASED ON WATER "� p SECTIONS,BOX FRAME.........................8 SSURE AND G `a (si PARTS LIST................................ .......8 EXTRUSIONS................................_..........7 4.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ANCHORAGE SPACING,BOX FRAME...a 30•ABOVE GRADE IN THE HVHZ,THE EXTERIOR CAP OF ANCHORAGE DETAILS,BOX FRAME.....9 INSULATED GLASS UNITS MUST BE TEMPERED. ® X O ANCHORAGE DETAILS.I.F.FRAME.....,,10 6.ANCHORAGE:ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.THE 33113% •32 3/4 VENT DLO WIDTH 32 9M(IFIXED DLO WIDTH Oi 46S INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS INTEGRAL FIN • • •WRODUCT.MA'ERM%INCLUDING BUT NOT LIMITED TO STEEL 73"MAX ••••• SC THAT INfiO CONTACT WITH OTHER DISSIMILAR 781/4"FRAME O.D. MAX.SIZE=73"X 62° • • • S MEE'*THE REQUIREMENTS OF THE FLORIDA •••••• • BUILM ILWNG CODE.APPROVED ANCHORS:1,3118'ELCO ULTRACON) • z#10 STEEL 8 W Q J AND 3.(.120)X 1-1/2'ROOFING NAIL FOR® 73"MAX. - 32 9116 FIXED DLO WIDTH •••••• • •• •• 323/4 VENT DLO WIDTH ••••• REFERENCBB:TEAT REPORTS FTL-5916;ELCO TEXTRON NOA • • A 1SI?AF&PA;ON RdfMOOD CONSTRUCTION;ADM ALUMINUM 9000• DESION MANUAIB QIy1;JEX BUILDING PRODUCTS(WHITE RIGID • ••••• • • 0 4FWS UTERIOR E•XI'R.SIONS FOR WINDOWS AND DOORS) • • •7.THIS PRODL"10 EN DESIGNED&TESTED TO COMPLY •••••• WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, • ••1406LIDING Thtg1 ti VMOCITY HURRICANE ZONE(HVHZ). � tu •• • 8.SHIM EACH•:N OR VOCATION WHERE THE PRODUCT IS NOT = OJ ***Coo F TO THE BUBSTRME,USING SHIMS CAPABLE OF �Remnplytng YISSD �•� w11h0roFlalMi •TRA SFERRING APPLIED LOADS. / �t 1dpns cld a tH-b{p12 d 4^ Hem Dme 20$1 9.ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE t° LL LL AND FLANGE OR FIN.OVERALL SEALINGJFLASHING STRATEGY �C 6Minmi Pmduel FOR WATER RESISTANCE OF INSTALLATION SHALL BE � DONE BY OTHERS. 10.MATERIALS USED FOR ANCHOR EVALUATIONS WERE X O SOUTHERN PINE(G=0.55),CONCRETE(MIN.3.6 KSI)AND _ CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. 'v LYNN M/ 1/1 51/2'MAX o \�� NSB BOX FRAME SEE SHEET 8 FOR 16°MAX'O.C.�" ® ANCHOR REQUIREMENTSMAX.SIZE=73"X 62" "SG•SSENTRYGLAS%Y KURARAY AMERICA,INC. 8112'Max.Mex _ ,� SC 05/28/15 C EDIT NOTES FOR FBC20141REWSE MAX HEIGHT %� •, GTptE OF \�` 10707ECHNOUM DRIVE E'LEVATlONS&ANCHORAGE' %QT•,, FLoa+oA•'O: J.J. 10/17/11 B FBC2010 CODECHANGE N.vENicE,Fl sazrs tre %,��c`S, ••••••••' �C, J. 01/18/10 A Added DP/Im act box fame,than d IN.above note P.O.Box rme Vinyl Horiz Roller W/ndow,!m Ct-resl8tal7t Od *Qac pM•4rd e,t N—M S.FL 3W4 ® °� °i `�' awe A L1�W IAk�L1e,P.F_ rit 00/11Po9 rrr:e+o NTS f s 10 51812 C P.Ea 58705 FL coazae ® 7/8'OVERALL GLASS NOMINAL 18'LAMI GLASS NOMINAL 1/8'HEAT STRENGTHENED GLASS 7/18'AIRSPACE ® 0SENTRYGLAS 98' BY 1/8'ANNEALED OR KURARAY AMERICA,INC. TEMPERED GLASS 1/8'HEAT STRENGTHENED GLASS 117 NOM. 29 GLASS BITE 32 O 39 • • sees • •• sees•• • • • sees• 28 sees•• • • • • 37 • • • • 29 • • • sees•• see*** • 06 06 •o••s ••• sees•• •sei6• • sees EXTERIOR sees• • • • • • sees sees•• • • s sees** 0.0600 • so:*** 35 • • s • •6 000000 0 sees 0 El ED • PRODUCT REVISEDwmft Florida.complying 2 AAcceplm�w No OPTIONAL ExpireNon Dag FLANGE gyp . 111 flit 7/8"LAMI I.G. GLAZING DETAIL `\�,\"'DAY LYNnr,y��%,�� WITH 5/16"LAMI GLASS AND 1/8"CAP P�,. ''�cENSF'•;Fp ` NoNos.5}8705 w"eel ame ,nwros �O•' EZ SC OSM15 C NO CHANGE THIS SHEEP oro recRNaoo _GLAZING DETAILS.BOX OR FLANGE FRAME J.J. '101171111'8 NO CHANGE THIS SHEET N.VEWE,n 3W6 Vln Holtz RoNer 1Mttdow,!m -resJstant U J.R 01/18/10 A Changed lass make up, B• Ntma�l�FL SQ74 °iw"� � e °mss' "" a IYNA'A aIF- �"lF a °`*i0 °W /i�ro 1:1 2 a 10 5191-2 C P.EJ66M J.R. 0&12M F COA02WO ® 7/8"OVERALL GLASS NOMINAL 6118"LAMI GLASS NOMINAL 1i8"HEAT STRENGTHENED GLASS 711 B"AIRSPACE .090'SENTRYGLAS0BY 1/6'ANNEALED OR KURARAYAMERICA,INC. TEMPERED GLASS 118'HEAT STRENGTHENED GLASS 112"NOM. 29 GLASS BITE 32 (� 39 •• U Ott •9.6.6 • • e • • 0699: • • 37 28 0:960• • • • • 29 • •9.9•• 9 09 •• •6•:6• e6• 969••• EXTERIOR • • 6 • sees • • 9 0000•9 96.69• • 60;.00 35 • •e•9• • • • • 40009: u • PRODUCT REVISED as complying wlih tlro 1RmfAn 1 1 -061214, OPTIONAL FLANGE Br M• i 7/8"LAW I.G.GLAZING DETAIL .��O�V LYNN WITH 5/16"LAM{GLASS AND 1/8"CAP No.58705 w"eex a� aw•mc S. SC 05/28/15 C NO CHANGE THIS SHEET 0 ' Z; r y J.J. t0/17H1 8 NO CHANGE THIS SHEET VENOCE3427�p CdLAZINGDETAILS-INTEGRAL FIN � �FlaRtaA., �� J.R.01/18N0�A Changed lass makeup,dra Utle. P.O.Bqx Ing Vtn HOriZ.Roder Window,!m acl-resistant ��Otygl E..` Lt�wrBie pee d — NOKOMIS,FL 30274 ® • •ee t N6 A LYIiw- bR�.11LQ�1,.P.E J.p- 008HTR� rrRaatio t:1 3 e 10 5181-2 C P.E.N W705 FLconp2sms 19 18 13 SEE NOTE 1 1 14 SEE NOTE 4 DETAIL D SEE NOTE 1 15 16 HEAD SECTION 1 1 11 SEE NOTE 3 29 29 •• EXTERIOR 11 SEE NOTE 2 �••••� • ••• � 4 5 P9 21 ••••• 22 •• :09AA.A DETAIL B DETAIL C •:•••• • LEFT JAMBSECTION MEETING RAIL SECTION RIGHT JAMB SECTION •••�•• ••• •••••• EXTERIOR ••••• • •••• • • • NOT1`S: •••• 1.1#8 x V2 FL SMG,LOCATED AT 41W •••••• FFIOM EACIfMNOMDAT 18'O.C. •• • 2.#6 x 318 Ft S11eeWATED AT 41/7' •••••• FROM EACH MND ANIPAT 18'O.C. 1 ••••• • 3.0 x 112 FL SMS,LOCATED AT 4 112° SEE NOTE 21 FROM EACH END. 4.CAM LOCKS: 29 22 (2)AT 7°EACH END FRUDUCT REVISED ,n complying wM Me FWWa 5.WEEPHOLES ARE 1"X 3118".SEE isuiidiog Code SHEET 1 FOR LOCATIONS. HOT WELD ay 1 SEE NOTE 5 t nde Product 10 DETAIL E SILL SECTION "00".. 00LYNN Po��'•i HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) 1 No.58705 7+r "ro F SC 05128/15 C NO CHANGE THIS SHEET :n £Or 1o7aTECNNOLoaroRlvE CROSS SECTIONS-INTEGRAL FIN -^ F<ORION J.J. 10H7/11 B NO CHANGE THIS SHEET N.MIM,FL 3W5Wh l Hark.Roller Window,6 ct-resistant O�jA� aMr„c J. O1/18H0 A No changes this sheat. P.C.WX 199 .mel:D0 QrotaO alk NOKON6.R74274 6 Bah N! o br A7L'1NN NILIti.��P.E. J.R. e8/1?/09 RCCA 02M HRs10 12 4 d 10 5191-2 C P.E46g705 19 13 SEE NOTE 1 18 2 14 SEE NOTE 4 DETAIL D SEE NOTE 1 15 16 HEAD SECTION 2 2 SEE NOTE 3 EXTERIOR 29 � 29 11 EXTERIOR •• SEE NOTE 2 000• • • 00000 • •••• 4 5 29 22 21 0 • • • • • • • 0000• ••0006 6 6 •D T LA DETAIL DETAIL • 6 LEFT t1AM&SECTION MEETING RAIL SECTION RIGHT JAMB SECTION 0.000• 06 •00.0• EXTERIOR 0000• •0• •••••• ••0•• • 0000 ••91GYcS: • • •0000• 1.fex112FLSMS ILOCATED AT41/2" 0 0 0 FROM EACR�+A1111l AT 16'O.C. 0.6000 • 000000 • •0 0 CAN x 3/8 FL SMS LOCATED AT 4112' • 6 6 FROM EACP!E AT 16"O.C. 2 000000 ••0 4.�x 1/2 FL SMS,LOCATED AT 41/2' SEE NOTE 21 • FROM EACH END. 4.CAM LOCKS: 29 22 (2)AT T EACH END HOT PRODUCT NEVESED WELD SM dna Cogd4 with 8ro Plmme 6.WEEPHOLES ARE 1"X 3118'.SEE pceoptmt¢o 1-3-W2,14- SHEET 1 FOR LOCATIONS. 2 mti n Deto QO21 Dy Miami ado PmduN C4nh SEE NOTE 5 10 DETAIL E SILL SECTION `Nl\ CO LYNN EN HOT WELD CORNER ASSEMBLY 2 No.58705 �r' (BOX FRAME) - SC 629/16 C NO CIiANQE THIS SHEET ROSS SECTIONS-BOX FRAME =.0��'•, ATE F t9m7ecNNoloorornve tURiD�• G� J.J. 10117111 B NO CHANQETHIS SHEET N.VENICF,FL NM J.R. 01/1810 A No changes this sheet. P.O.eox raze Wrl Horiz Roller Window,!MaccRresistent �O/VAt.E t� pp� tygyy p� NOKOMI8,FL 34274 ALW4NI411L1.�)t:P.E J.R 08/J2/08 FL COA 929M HRa10 1:2 5 >10 6191-2 (i P.EO 68705 ® ITEM DWG NO. PART# DESCRIPTION 1 5188 65188 FRANEHEAD.BILL AND JAMS OILY) 2 5189 Was FRAMEHFAD.BILL AND JAMBS(BOX ONLY) 21 4 5102 86102 FIXt)MEETINO RAL 13 a 6123 85123 FIXED METING RAL-ALUMNL M F0 F. 6 78X1FPAW 6 x 1'FH TECH(CAM LOCK,KEBHA 29 15 8 7SX312PPABX SCR.8X31/rPP7YPEAB(F= 15 8 1 716MP 330025 ALUMSCREW SUPPORT FLATSS 10 SIM HIN ROLLHRTRACK 11 5138 05138 ANnUlFr 18 12 71038W NSTALLATIONHOLE PLUGS(BOX ONLY) 34 13 5105 86106 SASH INTERLOCK PAL 14 8114 85114 NTERLOCKRAL-ALUMtUMRBW 1 ✓/�.J 15 70208SLAW 10AMOVYEEPLOCKS O 76133SLKW CAM SWEEP LOCKKEG St 21 11 17• 1044 61644W WSTP..187 x 270 FN SEAL •••••• • 613 • 137 SASH SDE RAL • • 19• 6114 • G01 14 SflERAL-AUlrVyUNRENF. •••••• • 1 B844W VWM..187x270FNWAL • 21 5106 WIGS SASHTOP&BOTTOM PAL • 22 611 114 TOP&BOTTOM RAO.-ALUMNI M RBW. • 24 •••••• • 23 1644• e%MW WSTP..187 x 270 FN SEAL ••••• 226• 172ND ROLLER HOUSM 25 7BRV*U BRASSWHILS ••��• • 12FW 6x1/2FHPHL02PTSW 25 • • • 276 • ••7S36FW 7 x 34 FH PHL#2PT SIM •••••• 28A 18 7N8'SUPER-BPACER 288 6SVV4KW 30 SUPER-SPACER 4 •••••• 811 112 GLAZING BEAD,I-LSfE •• • 32� ••• 7B'LAM LG.GLASS:'UB'TIAVE D . •••••• (N(W • • OUTBOARD-AIRSPACE-1/8'ANNEALED-.080 •• ) 13/B NTERLAYER-U8'ANNSWED(5118'LAMP) 328 7W LAM I.G.GLAOS:11W ANJEALED (NOT OUTBOARD-AMPACE-1B'ANNEALB)-.090 USED) P46 WERLAYER-1/8'ANNEALS)(5fl8-LAMA PRODUCT REVISED 34 SCREN re"mpiph+3 with the Fmm 41di"11 _V11PODVEt4SEr(NG BLOCK SLICOAEDOW1199Product ao 10 NOTE: ALL EXTRUDED VINYL MANUFACTURED t t I t BY QUANEX BUILDING PRODUCTS,INC. NytCE qlV //1,, 35 No.58705 xeNe xw►Urix awi•*� '-�0•�`:Tn0 � •t(ja` WMI15 C NDCHANQE THIS SHEET BOM&EXPLODED VIEW i'�S'•FCORtDA.•'G�\� J.J. lOH7I1! B NOCHANQETHt33HEET H)70 TECHNOLOGY S•..".....•C` J. '011181101'A Removed 3/4' lass and boadhw from BOM. PA.eOx 11129 ® Wnyt H011z R0/l@f WIAdOW,It1 �@S1sfanf �DIVAL t ,` NOKOdSS,FL 34474 A LYII6"Alt.ER P.E. JR o%6Nm OY1` FL COA#29MNR5t0 NTS B d 10 6191-2 C P E9 69709 REMOVEABLE NAIL FIN REMOVE- �--•1.020-1 ABLE 1.835- FLANGE I 1'647--I .070 I{ 1.2W 063 .oeo 1.a4o .oa5 � �.17a .005 4.000 O -T 1.410 FIXED MEETING RAIL FIXED MEETING RAIL REINFORCEMENT DWG#5102 DWG#5123 SASH INTERLOCK RAIL O RIGID PVC O A16005-T6 • • �••••� •` `• 13 RIGID PVC •• •• 1.647 • • . 1.180 • • ••••• rLJ •i•••• •• •• 430 .588 • • T.F.FRAME •..... !...: 1 ' 1.Q .8 La—.080 •.••.. �-.�RIGID PVC1.160 OBS OgS • I 1.022 '• a O • •••••• I 00*A • SASH INTERLOCK RAIL • REINFORCEMENT SASH SIDE RAIL SASH TOP/BOTTOM RAIL 2.375 DWG#5114 O DWG#65137 O DWG#65106 MODUCrREVISED 14 19 22 Al 6063-T6 18 RIGID PVC 21 RIGID PVC Ban ac"e'nmaBtoitda � L .060 Acceplimto Dat 12. 4. Ett ion DateQn � L[�T66 1.305 By ado Pmduot C41d7 .OBD 803 210 .660 3 250 .035 P'—OBS ``�.��NY IYNN M/��•�. BOX FRAME ..F� DWG#5189 I.G.BEAD ROLLER TRACK/ANTI LIFT �'�P' z,+,IS RIGID PVC , DWG#5112 DWG#5138 No.58705 = V DUAL PVC RIGID PVC =v S'C� 06/29H5 C NO CHANGE THIS SHEET yam ,700•' 26 nw+amc 1070TECHNOLOOYDRIVE EXTRUSION CROSS SECTIONS '-'��.•'• Fcoaro?.•'' \\ate J.J. fOH7/11 B NO CHANGE THIS SHEET N.VENICE FL 34275 n� :, SS•....... • `JC?�. J. ot/t8/to�n` Added�" wtoa9mwarb,ra dbw&v wVr P.O.SQXisza Horiz RollerWJndow,i pact reslsfant '�i��dNAt. an.n8):a� oar NOK0MIS.FL 34274 A L�NN@iN.f�t.P.E J.R. 08!!2708 FL COA020288 f8ib10 1:1 7 ^� 10 5191-2 C P.E.038705 HEAD,SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF+60/-70 PSF OR LESS ANCHORAGE WINDOW HEIGHT On) &.ANCHOR 3115°ULTRACONS BY ELCO(FOR MASONRY SUBSTRA 24 30 36 k 42 48 14 54 60 62 2-00 SM SCREWS,GRADE5(FOR METAL AND WOOD SUBSTRATES) WINDOW ANCHOR #OF ANCHORS REQUIRED{TYPE 1 OR 2) MINIMUM EDGE DISTANCE OF 318'. WIDTH on LOCATION ® 2.ANCHOR LOCATIONS ARE BASED ON THE Head and Silt 2 2 2 2 2 2 2 2 5: X.MAFROM AL LCORNERS 24 JAMBS-18.3125'MAX.O.C. • Jamb 2 3 3 3 4 4 5 5 HEAD/SILL-15'MAX.O.C. • • • • 3.INSTALL PER THE ADJACENT TABLE ANCHOR •••••• • UONjand Sill 3 3 3 3 3 3 3 3 QUANTITIES USING THE DIMENSIONAL CRITERIA OF • • 36 0000•• ;"'; Jjmb 2 3 3 3 4 4 5 5 • • 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT •• 0 • NCAtltiand Sill 3 3 3 3 3 3 3 3 OPTIONAL FLANGE. 0000•• • 42 ••••• •• • • • 5.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 1&10. 000:00 • • •••Jamb 2 3 3 3 4 4 5 5 ••••• 00 0 Mand Sill 4 4 4 4 4 4 4 4 • • 48 see :0000: • • •••'lamb 2 3 3 3 4 4 5 5 •0•••• 00 ; • i tllandSill 4 4 4 4 4 4 4 4 • • 54 • 0:0006 • • • Jamb 2 3 3 3 4 4 5 5 Head and Sill 5 5 5 5 5 5 5 5 60 Jamb 2 3 3 3 4 4 5 5 66 Head and Sill 5 5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 PaOMCTREVISED fficomplyingwiththeFh we Head and Sill 5 5 5 5 5 5 6 6 ^mw"°'n"10N0,_ 01 ,,,'p 72 Exp'mit Date i Jamb 2 3 3 3 4 4 5 5 ° Miwni prod�M Can Head and Sill 5 5 5 5 5 5 6 6 73 Jamb 2 3 3 3 4 4 5 5 NY LYNN LENS'M Qom..' �� F '•.9 No.58705 'w_ SC 06P19H5 C CHANGE MAX HEIGHT INANCHOR TABLE ,fin s{ 'c o�� /U ++. to7GTECHNOLoorotu E ANCHOR CHARTS ., J.J. 10117111 B NO CHANGE THIS SHEET N.VENICE,FL302Tf r« �LORIO?••''Gt�: Whyt Hork Rollar Mndow, an er aw1/1&10 A Added additional anchorInformaHon. NatP.O.Bgx 74 — a.c ��A�OxNNxf�\IL_�.Q.P.E. J.R. 08/im FL Con 02MtM10 NTS 8 a 10 5191 2 C h:E @ W 1316"MIN. c #10 SCREW,SEE #10 SCREW,SEE 1!4"MAX.SHIM--.-IZ SHEET 8 FOR SPACING 1P2"MW.EDGE SHEET 8 FOR SPACING g Q 1318"MIN. �f 1!4" REMOVEABLE V4" MAX FLANGE MAXSHIM SHIM n #10 SCREW,SEE � NOTE:INSTALLATION U SHEET 8 FOR SPACING 1318°MIN• TO THE SUBSTRATE REMOFL A G �` OF lx OR 2x WOOD FLANGE • R{ 814EABLE FLANGE —1/2°MINBUCKS BE +--+••� .EDGE ENGINEEERBED BY • :""; 0000•• OUM W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME OTHERS •.••• 4:000: THRbUG FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD .• .• �•�� 3.5 KSI MIN.CONCRETE EDGE DIST. APPROVED MASONRY #00 131 M VVED OR 1.6 KSI MIN.CM•U • • ,-,,- •' ANCHOR,SEE SHEET 8 ••••• Vf4"MAX S r. :,•, a ., r. . ••••• �� {-•-- � .•. '.•:'•'' .•;. :a,:•.'': FOR SPACING i�•••i • • '•:•,� EDGE DISTANCE ,•�. �<•. 13/6"MIN.EMBED •• •••• ••'4 MAX • • • a REMOVEABLE SHIM •••••• • • • :.:•. FLANGE 1/4"J •••• ti y'. MAX. SHIM • i e::! APPROVED MASONRY •:'�; ANCHOR,SEE SHEET 8 REMOVEABLE FOR SPACING FLANGE '�' " `•' " �• "::.•.• .".. .!.•v,'":. 1-318"EMBED REMOVEABLE FLANGE APPROVED MASONRY OR 1.5 KSI MIN.CMU ';' •a••, °' '; 131 MIN.CONCRETE ORMIN'CONCRETE FOR SPACING OR 1.6 KSI MIN.CMU EDGE DIST. JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME PR,,,pjy canplytt8Yt9t� ns h+g with th0 Florida Building Ludo THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE Ac�PIa�rm 1 �'Z 14, 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL Ex NOTES: Munni de Prodnn 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED 3116"ULTRACON,EMBEDED 1 3/6"MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1"MINIMUM. 2 FOR WOOD APPLICATIONS IN MIAMI•DADE COUNTY,USE#10 STEEL SCREW,EMSEDED 1 318"MIN_ ��t t I I 117 777 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 U2".1x WOOD BUCKS ARE OPTIONAL IF UNIT Q�V CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD `��a��,.•�10ENS ' BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. Q ; B '•�' 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T6 AND A MINIMUM OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER * No.56705 SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE — SPACING FOR ULTRACONS MAY BE USED. ez marine oao %gyp`•, WTE ,.'k�� SC 05/29115 C NO CHANGE THIS SHEET INSTALLATION DE!RILS-BOX/FLANGE FRAME %^�` �10RIOP,.•' \� aam� 1070TECHNOLOGYMM :. S J.J 10117111 �8 NO CHANGE THIS SHEET N.VENC6. 34xra yJD HOr1Z R011el WIAdOW UYl t reSI3t8A! �'�%S��VAL F J.R. 01/18/10 A No Rh a s 1hk sheet P.O.BOx 1Ym w..e .oma awm &w— NOKOMl%FL34274 � arer are •"�•�` me 0.LYNN MOLER RE Jdi 08112 10 10 1:2 8 d 10 5191-2 C P.E068706 12"MIN.EDGE 114"MAX.SHIM-42— (.120 DIA x 1117 ROOFING NAIL, 1.430"MIN EMBED ®® SEE SHEET 1 112•MIN.EDGE FOR SPACING 0 w m w Z REMOVEABLE 1/4' 1.567 FLANGE MAX-7 NOTE:INSTALLATION SHIM TO THE SUBSTRATE OF 1x OR 2x WOOD •! BUCKS TO BE • • ENGINEERED BY •!••!e !•!• • 00 (.120')DIA.x 1 1/2"ROOFING NAIL, OTHERS • • • ••REMOVEABLE FLANGE-/®®SEE SHEET 1 FOR SPACING ••••!. ••!•• JAMB W/NAIL FIN HEAD W/NAIL FIN •• a•�••iHRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING 06609• • •• •• 000• • • • • •0 •!• 000000 0060• • 0600 • • • 0000 ! • •••0•• ! 114" •0••!• •• 006•• !!00•! IMAX. 0SHIM • • •• ! • 00 REMOVEABLE •••00! • • i FLANGE •••0• T 0 0 (.120')DIA.x 1 1/2"NAIL, I ®® SEE SHEET 1 FOR SPACING 112"MIN.EDGE 1.430'MIN EMBED SILL W/NAIL FIN PHODUCrxEVISED THRU NAIL FIN INTO WOOD FRAMING ou Id ,yiagwllh uta Ronde auitding Coda Acaaplenae lVo I to irolWa Dato i NOTES:®® Ey Miemi PmdnttCaaltol 1.FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE(.120'DIA x 1 12" ROOFING NAIL. 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 12". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 12'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING \�� N 1 LYNN JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 1f•THICK.THE ViGFNSC'•.P ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN No.58705 THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAYBE USED. — — awWme U "TIE315.1 SC 05M 116 C CHANGED ANCHOR TO.120 ROOFING NAIL ' Awtbs /070TECF8tOLooYDRNE INSTALLATIONDE7AILS-INT.FIN FRAME ; . •..FcoR,oP.••` J.J. 10117111 B NO CHMGE THIS SHEET N.VENM FL342M 'rS G Vin /Ho&Rollar Window,!rn act resistant '/.`s/ONN-Erl J. 01/18/10 A Corrected na91e th to 2-1/2;added dia.in dedmat P.o.sox ism ® ,,� , ,,, ')t,,rr''11 t p�pgt.a pyyd p� NOPX-o- ,FL 3W4 A.LYfUi M P.E. J.R. 46112M9 FL COA 02M NR610 112 1 10 -10 5191-2 C P.EA6M