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WS-18-2073Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number ■ VOr 1 Permit NO. WS-8-1 8-2073 Permit Type: Windows/Shutters sification: Window/Door Replacem Permit Status: APPROVED Expiration: 01/30/2019 Applicant 10525 NE 2 Court Miami Shores, FL 1122310130610 Block: Lot: BENNY NEWBY Owner Information Address Phone Cell BENNY NEWBY 10525 NE 2 Court MIAMI SHORES FL 33138- (305)336-0676 Contractor(s) Phone SUPERIOR STORM SOLUTIONS, INC (305)638-8420 CeII Phone Valuation: Total Sq Feet: $ 15,000.00 0 Type of Work: REPLACE WINDOWS AND DOORS. No of Openings: 17 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $9.00 $4.05 $2.70 $3.00 $270.00 $12.00 $12.00 $312.75 In consideration of the issuance to me of this perm pertaining thereto and in strict conformity with the p accepting this permit I assume responsibility for required for ELECTRICAL, PLUMBING, MECHA Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8-18-68440 08/03/2018 Credit Card $ 312.75 $ 0.00 s, OWNERS AFFIDAVIT: I certify that all the fo -going i construction and zoning. Futhermore, I authori a the abov Available Inspections: Inspection Type: Window Door Attachment Final Review Building I agree to perform t e work covered hereunder in co ' pliance with all ordinances and regulations drawings, statemen - or specifications submitted to th- .roper authorities of Miami Shores Village. In k d. by either 'yself, my agent, servants, or e . oyes. I understand that separate permits are S, DOORS, ROOFING and SWIMMING P"OL work. Authorized Signature: Owner / A Building Department Copy August 03, 2018 IN atio ac'1ate med ,o r to nd that all work will b done in compliance with all applicable laws regulating o the work stated August 03, 2018 Date 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-758-8972 Inspection Number: INSP-000777-2018 Permit Number: WS-8-18-2073 Scheduled Inspection Date: October 18, 2018 Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Window/Door Replacement Inspector: Naranjo, Ismael Owner: BENNY NEWBY Address: 10525 NE 2 CT Miami Shores, FL Project: <NONE> Contractor: SUPERIOR STORM SOLUTIONS, INC JORGE L II RIOS Phone Number: 3053360676 Parcel Number 1122310130610 Phone Number. 3056388420 "Building Department Comments REPLACE WINDOWS AND DOORS. Checklist Item General Comments Passed False Comments Passed Ez1 Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee Is paid. Inspector Comments October 17, 2018 For Inspections please call: 305-762-4949 Page 13 of 38 gt Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION FBC 2010 Master Permit No.V S '" 2 3 Sub Permit No. ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 10525 1.1 E 2 Qv City: Miami Shores County: Miami Dade Folio/Parcel#: 11- 2 2 % - 01?,- 0610 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: ❑ CANCELLATION ❑ SHOP DRAWINGS _OWNER: Name (Fee Simple Titleholder): Address: 10525 N E. 2 CA - City: N(t O„vi.0 Vtpv-CS State: Zip: 3138 �3Pfiose#� 0 (1?i ter--- F L Zip: 3313FS Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:.)cocoa Sk(yvn Shcu vLS Address: 23q N LA) Av Phone#: 30S-(,38- 84120 City: 0,, 0.vn.,. State: F L Zip: 331'( Z Qualifier Name: S0,1y.. L kips Phone#: IState Certificationor_Registration #: L- ( 31 I S 1 i'O Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value -of Work for this Permit: $1 1 S, OO Square/Linear Footage of Work: `Type of Work , ❑ Addition El Alteration ❑ New Repair/Replace Description of Work•. (<e,VkCQ wl` �✓' D$ � I (-1) Cs) ❑ Demolition Specify color of color thru tile: Submittal Fee $ •.1 • Permit Fee $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 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 exc promise in good faith that a copy of the notice of commencement and construction lien law whose property is subject to attachment. Also, a certified copy of the recorded notice of comme for the first inspection which occurs seven (7) days after the building permit is issued. In t inspection will not be approved and a reins ection fee will be charged. Signatur OWNER ..'r AGENT The foregoing instrument was acknowledged before me this day of d , 20 ( , by C3 C ". 7 me or who has produced as A. &ul Jo , who is personally known to _ L7 who is personally known to Signature The foregoing instrum day of chu em ab ding $2500, the applicant must will be delivered to the person t must be posted at the job site ce of such posted notice, the ledged before me this 20 ( , by identification and who did take an oath. NOTARY PUBLIC: Sign: Print:Y_ Seal: APPROVED BY 9AReARA MARIA RIOS =: 1 «= Notary Public - State of Florida '' • = Commission ! FF 219317 III � '►� My Comm. Expires Apr 12, 2019 me or who has produce. 4-- as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Plans Examiner • -r/---- aoty ne BAABARA MARIA RIGS 4 ;:° -•, -' , Notary Public - State of Florida E. Commission 1 FF 219317 #7 My Comm. Expires Apr 12, 2019 ,,a` Bonded through National Notary Assn. *** Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 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 obtainin• window and/or door permits for the installation of same, it is the respo insp nsi. ity of th tion, prior to co . Inspector will also urpose for this insl roes (NOA). permit holder to request window/door framing in -progress cealment of any horizontal or vertical clip mullion, bucks, shims, verify anchor type, edge dista • - em.edment a • spacing. The ection, is for the ver' cation of conformance w h Product Di()Q �vs Date Prin ame Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 perdent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening:The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than Ix), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 RIOS, JORGE L II SUPERIOR STORM SOLUTIONS, INC. 4237 NW 37 AVE MIAMI FL 33142 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR —DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION''' -CONSTRUCTION INDUSTRY LICENSING BOARD. (850) 487-1395 STATEOF.FLORIDA DEPARTMENTEOf BUSINESS AND PROFESSIONAI5REGULATION SCC131151409.1 -ISSUED�r,�. :6. /26/2016 � CERTIFIED SRECIIALTY CONTRACTOR RIGS JORGE L``I :;SUPERIOR STORM>SOL:L ilp S?INC: GLASS AND GLAZING -CONTRACTOR ISrCERTIF•IED=und rthe-provisio ns of Ch.489 FS. Expiration date,: AUG31,.2018. L1606260001453 DETACH HERE STATE OF FLORIDA KEN LAWSON, SECRETARY LICENSE NUMBER 1SCC131151409` "- 6 "\ ". �. ... --4..,.. +. .. The,"GL"ASS'AND.GLAZING CONTRACTOR`S ", :"'� Named below IS CERTIFIED . .xa "" � Under the -provisions Of Chapter 489 FS._ 'Expiration date:- AUG;31 ,2018 sue-- ,. « s TRIOS JORGE-L-11 �; *" . _ SUPERIOR STORM,SOL=UTIONS; INC. �`:'4237�NW'37 AVE IVIIAMI, _FL'a33a1'42yy{ `' ISSUED: 06/26/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1606260001453 008428 local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - D0 NOT PAY 5790671 BUSINESS NAME/LOCATION SUPERIOR STORM SOLUTIONS INC 4237 NW 37TH AVE MIAMI FL 33142 OWNER SUPERIOR STORM SOLUTIONS INC C/O JORGE L RIOS Employee(s) 1 RECEIPT NO. RENEWAL 6038004 LBTI EXPIRES SEPTEMBER 30, 2019 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 206 MFG/RECYCLING/PROCESSING PAYMENT RECEIVED BY TAX COLLECTOR $75.00 07/12/2018 CREDITCARD-18-053244 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements.which apply to the business. • The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www.miamidade.gov/taxcollector ' "r CERTIFICATE OF LIABILITY INSURANCE DATE(MI1VDDIYYYY) 08/01 /2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS POUCIES CERTIFICATE DOES NOT AFFIRMATIVELY Off NEGATIVELY AMEND, EXTEND BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTffUTE A REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OR ALTER THE COVERAGE AFFORDED BY THE CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an. endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Hialeah Discount Insurance 904 E. 25th St Hialeah, FL 33013 , Phone (305) 691-7776 Fax (305) 691-2923 NC NfTACT TONY - . Extl 691-7776 (An No (305) 691 2923 hi aleahinsuranoe ADDRESS: �}rotmail.com INSURER'S) AFFORDING COVERAGE NAIc a INSURER A: GRANADA INSURANCE COMPANY 16322 INSURED Superior Storm Solutions Inc 4237 NW 37 Ave MIAMI FL 33142- INSURER B :‘' INSURER C : INSURER D : INSURER E : INSURER F: ' THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDI11ON OF ANY,CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDrTIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. % NN ILTR TYPE OF INSURANCESIRLSUBR • POLICY NUMBER POL ICY EFFF (klrl/pWYYYY) Ley EXP (MrP AIDWYYYY) LIMITS Anm COMMERCIAL GENERAL LIABLfrY 06/12/2018 06/12/2019 • EACH OCCURRENCE $ 1,000,000.00 cuoms-MADE 0 OCCUR DAMAGE TO RENTED PREMISES (Ea ormirtenoe). $ 100,000.00 El MED EXP (Any one person $ 5,000.00 ow0185FL-00097475 PERSONAL INJURY $ 1,000,000.00 GEN'L AGGREGATE LIMIT APPLES PER: ' GENERAL AGGREGATE $ 2,000,000.00 r POLICY ❑ JECT 0 LOC PRODUCTS - CCMPIOP AGG $ 2,000,000.00 I OTHER $ 'AUTOMOBILE LIABQRY • ANY AUTO SCHEDULED COMI3INED SINGLE LIMIT(Ea accident) $ BODILY INJURY (Per person) $ III OWN. AUTOS BODILY INJURY (Per accident) $ AUTOS® ONLY HIRED • NON-O NJED MI AUTOS ONLY AUTOS ONLY OPER'iYRAMAGE �lr, $ ❑ In $ IIII UMBRELLA LIARIIOCCUR a EACH OCCURRENCE $ li EXCESS LAB 0 CLAIMS -MADE AGGREGATE $ ❑ DED 111 RETENTION $ $ WORKERS COMPENSATION AND E EMPLOYERS' LABILITY Y l N ANY PROPRIETOR/PARTNER/EXEC OFDCERIMEMBE2 EXCLUDED? UTIVt� (Mandatory In NH) t yes, describe under N / A STA�TRITE ❑ ERH E.L. EACH ACCIDENT $ EL DISEASE- EA EMPLOYE $ E.L. DISEASE- POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, I more space Is required) WINDOWS AND DOOR INSTALLATION CERTIFICATE HOLDER IS LISTED AS AN ADDITIONAL INSURED IN THE GENERAL LIABILITY CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES VILLAGE, FL. 33138 ACORD 25 (2016/03) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE D�(.l�8tt'D`1tQ ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE HIALEAH DISCOUNT INSU © 1988 The A TION. All rights reserved. and logo are registered marks of ACORD SUPERIOR STORM SOLUTIONS' 4237 NW 37th AVENUE, Miami FL 33142 (305) 638-8420 ACORO® �� CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 5/28/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lleu of such endorsement(s). PRODUCER SUNZ Insurance Solutions, LLC. ID: (PME) C/O Payroll Made Easy, Inc. 11691 Gateway Blvd., Suite 104 Fort Myers, FL 33913 NAME: CT Eliese Goldenbloome PHONE FAX (A/C. No. Ems): 239-415-1110 (AIC, No): 239 415 1114 ADDRESS: elieseAcontinuumhr.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: SUNZ Insurance Company 34762 INSURED Payroll Made Easy, Inc; Payroll Made Easy I1, Inc dba Continuum HR; Continuum HR of Texas, LLC 11691 Gateway Blvd, Suite 104 Fort Myers FL 33913 INSURER B : INSURERC: INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 42124173 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ITR L TYPE OF INSURANCE INSD DL SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS -MADE OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) $ PERSONAL 8 ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PRO JECT PER: LOC GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE _ — LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY SCHEDULED AUTOS NON -OWNED AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENT ON $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED7 (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A WC017-00001-018 WCPE0000017205 6/1/2018 6/1/2017 6/1/2019 6/1/2018 i STATUTE OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1.000.000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Coverage Provided for all leased employees but not subcontractors of: Superior Storm Solutions, Inc. Client Effective: 10/26/2015 CERTIFICATE HOLDER CANCELLATION 164 Miami Shores Village 10050 Northeast 2Nd Avenue Miami Shores FL 33138 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Glen J Distefano 4-4cre: ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 42124173 1 Payroll Made Easy, Inc PEO 017 MASTER CERT 1 Shawna Calcatera 1 5/28/2018 11:25:00 AM (EDT) 1 Page 1 of 1 If Installations For Window & Doors is Included in Price it Entails; Screws, shims, caulking, waterproofing, Delivery & Disposal. Basic Installations Does not include: Drywall, Paint, Stucco, Wood Bucks, Scaffolds, Lifts, Shop Drawing, Engineering, Permit Cost/Processing Fees, Alarm System, Window Cleaning, or Storage. PRICE VALID FOR 30 DAYS (CALENDAR) Quote # 5197764 Print Date 4/19/2018 Page 2 of 2 17 18 16 Garage 15 r 19 20 Dining 14 13 12 Kitchen Living Bedroom Foyer 1 N Bathroom Front FOLIO: 11-2231-013-0610 Sub-IDivision: PASADENA PARK 1ST ADDN OWNER: BENNY L NEWBY PROP. ADDR: 10525 NE 2 CT MIAMI, FL 33138 11 10 Closet Master Bedroom Bathroom 1 Bedroom' 6 7 5 9 8 Opening # Size Type Zone Wind Pressure Mean Roof Height: 13' Total SqFt: 330 NOA# PGT Horizontal Roller PGT Aluminum Projected PGT Aluminum Picture Window PGT Aluminum French Door PGT Winguard Casement All Bedroom Windows meet egress ALL WINDOWS FRAME White 17-0411.06 17-0614.20 17-0614.11 17-0504.01 17-0614.14 •• • • • • • • • • •• • • • • • • • •• • • • •• • • • •• • -• • 1 74x50 2 Existing to remain 3 74 x 50 4 74x50 5 37 x 50 6 35x25 7 74x57 8 35x25 9 18x25 10 37 x 50 11 37 x 50 12 74x50 13 Existing to remain 14 Existing to remain 15 37 x 80 16 35 x 25 17 35 x 25 18 35 x 25 19 37 x 80 20 37 x 80 ID•E tI 'ItA1:I S' !LAN •• •• • •• •••• • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • • • •• • • • • •• • • • •• •• • • • Casement Casement Casement Casement Projected Casement Projected Picture Window Casement Casement 1 Casement French Door Horizontal Roller Horizontal Roller Horizontal Roller French Door French Door D:_PT 5 +40 -50 4 +40 -44 4 +40 -44 5 +43 -55 4 +45 -48 5 +40 -50 5 +45 -59 5 +45 -59 5 +43 -55 4 +43 -46 4 +40 -44 4 +43 -46 5 +45 -59 5 +45 -59 4 +45 -48 5 +43 -55 4 +43 -46 ;;T TO COMPLIANCE WITH ALL FEDERAL S I AND COUNTY RULES AND REGULATIONS WALL COMPONENTS & CLADDING WIND PRESSURES (ASCE 7-10, FBCB-1 7) h<=60' Y1OWALLCC H-60, © Copyright M. Villanueva 2018 [Fig 30.4-1] ROOF 0° = <=10 0.9 Kzt = 1.00 COUNTY = DADE RISK CATEGORY = II Kd = 0.85 Exposure = D Gcpi= = 0.18 V[mi/hr]= Vasd= 136 0.775 h [ft] Kh qh [psf] [ft 10 20 50 80 100 200, 300 500 EWA ft ] qh [psf] Pw [psf] ZONE Pw [psf] Pw [psf] Pw [psf] Pw [psf] Pw [Psi] ZONE Pw [psf] Pw [psf] -40 -42 -39 -40 -37 -37 4 5 41.24 15 1.03 41.24 4 5 -48 -59 -46 -55 -44 -50 -42 -48 -42 -46 36 35 33 4&5 38 40 39 4&5 45 43 20 1.08 43.35 4 5 -51 -62 -49 -58 -46 -53 -45 -50 -44 -49 -42 -44 -41 -42 -39 -39 4 5 43.35 38 37 35 4&5 40 42 41 4&5 47 45 25 1.13 45.07 4 5 -53 -65 -51 -61 -48 -55 -46 -52 -46 -51 -43 -46 -42 -44 -41 -41 4 5 45.07 42 39 38 37 4&5 44 42 47 4&5 49 30 1.16 46.52 4 5 -54 -67 -52 -63 -49-48 -57 -54 -47 -52 -45 -48 -44 -45 -42 -42 4 5 46.52 41 39 38 4&5 45 44 43 4&5 50 48 35 1.19 47.78 4 5 -56 -69 -54 -64 -51 -58 -49 -55 -48 -54 -46 -49 -45 -46 -43 _ -43 4 • : ,.. 047.78 42. 40% % • : 39 ii5 . 44 49 46 45 4&5 52 40 1.22 48.91 4 5 -57 -70 -55 -66 -52 -60 -50 -56 -49 -55 -47 -50 -46 -41.:.. -44 -44 '.4'.' 5 • 48.91 43 41 • , i ._ 40 4&5. 47 46 45 50 4&5 53 50 1.27 50.84 4 5 -59 -73 -57 -68 -54 -62 -52 -59 -51 -57 -49 -52 -48 • • -49 • « .16 • .1 •: -46 . •4 • • •'5 • • 460.84 • " 44 43.' • • 41 485 49 48 47 52 4&5 55 ALTERNATIVE WIND PRESSURES FOR BLDGS WITH 60'< h < 90' AND h/W <_ 1 [3(2.6!r44.?(CEPTION] 70 1.35 53.90 4 5 -63 -78 -60 -72 -57 -66 -55 -62 -55 -60 -52 -55 -50 • -12_.•.: -413 -49 : •4 • : •,A i • 53.90 ,' 50 47 46 44 '48,6 52 50 56 4&5 58 90 1.41 56.31 4 5 -66 -81 -63 -76 -60 -69 -58 -65 -57 -63 -54 -58 -53 -55 -51 -51 4 5 56.31 52 49 48 46 4&5 55 53 4&5 61 58 SAME EWA AS ABOVE= 10 20 50 80 100 200 300 500 =EWA NOTES: (..) refers to FBC10 & [...] refers to ASCE 7- 0 h= Mean Roof Height Kh= Exposure Coeff. [T30.3-1 & T26.9.1] EWA= Effective Wind Area [ 26.2] pw=(GCp-Gcpi)*qh [Eq 30.4-1] Vult= Strength Design Wind Speed (1620.2) Vasd= Nominal Design Wind Speed (1609.3.1) a=Width of End Zone 5, >_ [MIN{0.1(B,L),0.4h}, MAX{0.04MIN(B or L), 3'}] a= Max[Min{.1(B,L),0.4h},0.04Min(B,L),3] qh= Velocity Pressure [Eq 30.3-1] GCpi= Internal Pressure Coeff. [T26.11-1] The external pressure coefficient (GCp) varies between EWA=10[ft2] to 500[ft2] and stays constant beyond those limits. Wlindward Walls (Positive Pressure) \\OP*,.CEN VILLA GCp5 = GCp4= 1.1766 - 0.1766 LOG(EWA)��►� The user of this Table hereby acknowledges that: M. Villanueva is not responsible and makes no warranty, expressed nor implied, with respect to either the ce ec�s/r accuracy° 6p292 of the data therein contained. The final and only responsibility for the use of this data in any analysis, design, or engineering documents is of the user. Accort7Rf�lyy. \Ilanueva IV disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of thialble. GCp= External pressure Coeff. [Fig 30.4-1] ASCE 7-10 or Table 2-1 of ASCE 7-02 Guide Leeward Walls (Negative Pressure) GCp5 = (-1.7532 + 0.3532 LOG(EWA)) GCp4= (-1.2766 + 0.1766 L .• • • � • • • • • I:\MORGAN VILLANUEVA\from Eduardo Kriger\FINAL WIND PROGS\Y1OWALLCC H-60--PRESSURES MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economv MISSILE IMPACT RATING: Large and Small Missile Impact Resistant DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 `"AW-740"-Aluminum Awning Window _ M • • • • APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Wipsion Details. .LM Si SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, peed by nianuta&curer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County P•rodict Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami•DadT County'Prpduct • • Control Section. • • • • • • • • • • .• • • • • • 1101 • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name:at logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved unlesfi.gt 'wise • noted herein. • • • . • • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and the%h'as'been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0714.23 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED 116 4—NOA No. 17-0614:20 f Expiration Date: April 11, 2023 Approval Date: September 05, 2017 — Pagel .• • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.07) 2. Drawing No. MD-AW740LM, titled "Awning Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.23) • • •2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • : .. . 2) Uniform Static Air Pressure Test, Loading per FBC, TAS•4re!94 3) Water Resistance Test, per FBC, TAS 202-94 • • 4) Forced Entry Test, per FBC 2411.3.2.1, and rits'102-94 • • • • •• 5) Large Missile Impact Test per FBC, TAS 201 4. • .• • • . 6) Cyclic Wind Pressure Loading per FBC, TAS .2(1194 *..• .: along with marked -up drawings and installation diagram of a series C.6.740P • aluminum projected (awning) window, prepared by Fenestratiort Testing Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12, signed and seaPed h :Marlir.P.• Brinson, P.E. (Submitted under NOA No. 12-1218.07) • . . .. • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 Manuel Pere Product Control Exa r NOA No. 17-06 .20 Expiration Date: April 11, 2023 Approval Date: September 05, 2017 E-1 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest; dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 0r;' 46, signed by Ishaq Chanda, P.E. • • . • • .. • . • •• (Submitted under previous NOA No. 16-0714.23) . . G. OTHERS •••• ••••• • • 1. Notice of Acceptance No. 16-0714.23, issued to PGT Industrie%M. or their Series "AW-740" Aluminum Awning Window - L.M.I. approved on 09/,R$/Jt and ping . . • • on 04/11/18.• '. •• • • • .. • . . . .. • . • . Manuel Perez, P Product Control Exa i NOA No. 17-06 0 Expiration Date: April 11, 2023 Approval Date: September 05, 2017 E-2 . • GENERAL NOTES: SERIES 740 IMPACT -RESISTANT AWNING WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS Of SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND Cr AS_S PER ASTM E1300. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. c 19" MAX. O.C. f I 4" MAX. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 60" WIDTH 53" VISIBLE LIGHT WIDTH f (DLO) NO ANCHOR PAIR REQ'D IF WINDOW IS ..._ - B SEE ' 27-7/8" WIDE OR LESS _"+�—. 12" MAX. FOR U OVER 39" TALL (HEAD 8 SILL ) r-� SHEET 2 " OTHERWISE 4" I ! / / / / / / I 1 - ._.-.-.____-._._- \ I ! \ I \ I A, SEE SHEET2 32" VISIBLE LIGHT HEIGHT (DLO) H 39' IG �tl', I " 6" MAX. , 23" MAX. O.C. - L-- \ \ USE ANCHOR PAIR FOR UNITS 4" MAX. OVER 27-7/8" WIDE (HEAD & SILL) TYP. ELEVATION OF AWNING WINDOW GENERAL NOTES 1 ELEVATION 1 GLAZING DETAILS 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS 4 ANCHOR QUANTITIES 4 DESIGN PRESSURES 5-9 ASSEMBLY DETAILS/BOM 10 EXTRUSIONS/SPACER . 11 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7061, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CODES / STANDARDS USED: TABLE 1: NITS MAX. T 5/1G" LAMINATED GLASS STACK .090" TROSIFOL• PVB 1/8" ANNEALED BY KURARAY GLASS AMERICA, INC. 0 0 Di 1/8" ANNEALED EXTERIOR GLASS a GLASS TYPE 1 7/8" NOM. GLASS STACK Glass Types Sheet # \1. 5/16"_ Lami (1/8' An - .090' PVB - 1/8" An)--. 5 2 7/16" Lami (3/16" An - .090" SG - 3/16" An) 6 3 7/8" Lemi. IG (1/8" An - 7/18" Air - 1/8" An - .090" PVB -1/8° An) 7 4 7/8" Lami. IG (1/8" T - 7/18" Air -1/8" An - .090" PVB - 1/8" An) 8 5 7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" An - .090" SG - 3/16" An) 9 8 7/6" Lami. IG (3/16" T - 1/4" Air - 3/16" An - .090" SG - 3/16' An) 9 PVB"= TROSIFOL® PVB BY KURARAY AMERICA, INC. SG"= SENTRYGLAS® BY KURARAY AMERICA, INC. •2017 FLORIDA BUILDING CODE (FBC), 6TTA �DITI511 •2014 FLORIDA BUILDING CODE (FBC), crH EDITION • •ASTM E1300-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION• •ALUMINUM DESIGN MANUAL, ADM-2013 • • • • •AISI S100-12 •AISC 360-10 • • • • • • • • • • • • • • • •• • • ir • • or • • " ;For i • •_ • •• ri:}gam• • � • • • 'i a •A'Siii11.111 • • •\\• • • • •A. LYNN MI) jERt. P• • • • • P.E.ti 705 EXTERIOR TM" AIRSPACE pppu�� 1/8"ANNEALED OR I'!/ TEMPERED GLASS GLASS i/.,. 1///// • 0 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS EXTERIOR a 100-103 7/8" NOM. GLASS STACK 1/4" AIRSPACE 3/16" ANNEALED OR TEMPERED GLASS EXTERIOR a .090" Se BY KURARAY AMERICA, INC. 3/18" ANNEALED GLASS 11/16" GLASS BITE GLASS TYPE 2 5/16" LAMINATED GLASS STACK V8" ANNEALED rr Aes .090" TROSIFOL• PVB BY KURARAY AMERICA, INC. 1/8" ANNEALED 11/16" GLASS BRE GLASS TYPES 3 & 4 7/16" LAMINATED r-- GLASS STACK 3/16" ANNEALED rr Ac5 .090" Se BY KURARAY AMERICA. INC. 3/16" ANNEALED GLASS 11/16" GLASS BTIE GLASS TYPES 5 & 6 Revised By: Dote: JR 05/25/17 Revision UPDATED ANCHORAGE PER FBC 2017. Revised By: Dote: Revision PRODUCT REVISED as complying with the Florida Acilding Code ceptance 11-D614•'� Esplratlo.Dale Ei71A/ 02,E By Nvii..,. NAt{e 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGM®201T PG7 INDUSTRIES. NC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 Description: ur oy: GENERAL NOTES & ELEVATION J ROSOWSKI Title: Dote: AWNING WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Scote: Sheet: Drawing No. Rev: AW-740 NTS 1 OF 11 MD-AW740LM C • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• •• • • • •• •. • • • • • • • • • • INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 EDGE DISTANCE FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4, JAMB HARDWARE WINDOW HEIGHT BUCK HEIGHT VISIBLE LIGHT HEIGHT (DLO) EXTERIOR a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. ATTACHED TO FRAME & VENT JAMB ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE DISTANCE EMBEDMENT ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB TYP. ANCHOR TYPE• EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4 Par •aeaaaam ua C r,cL `III If: 0 OPTIONAL ADDON FLANGE n HEAD, SILL & JAMBS CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. ATTACHED TO FRAME JAMB ATTACHED TO FRAME JAMB EDGE DISTANCE VERTICAL SECTION B-B EDGE DISTANCE EMBEDMENT SEE DETAIL AI, BELOW NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114'. 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM EMBEDMENT •• ••• • • • • • •• • • •• ••• BUCK WIDTH ATTACHED TO FRAME SILL VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A -A —�1 �-- 10' MAX �,,��lltall 111 T//� • • J �1�NyB , e •� • • �lo.�B745• • . • �9 '. S E . ,.' 24t/ • ••• •••' ,�..•F(ORID91t• \yw` ••• • • •• • '•/ONIAl•t�,�`• • • • • • • A LYNN Mi+ER P.E. • • • • • • • P.E.# 58705 10" MAX. I - ///\ i/ti\ INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. I I ATTACHED TO VENT SILL L--� SEE DETAIL A2, BELOW NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each SIde of the Frame Assembly Tube (FAT) t- Window Anchor Type if. Width A B, C & D 77"-25.6' 1 0 26'+ 1 1 t- Window Anchor Type . HeI9M A B,C&D { 1r-25.9' 1 0 g 26'+ 1 1 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 PRODUCT REVISBD as compiying-aith the Florida Budding Code . (ACID Acceptance No Expiation Dare Revised By: Date: Revision JR 05/25/17 NO CHANGES THIS SHEET. Revised By: Date: Revision 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHTO2017 POT INDUSTRIES, INC. ALL RIGHTS RESERVED GENERAL NOTES & ELEVATION Drawn By: J ROSOWSKI Tale: AWNING WINDOW DETAILS - LM & SM Date: 08/08/12 CERT. OF AUTH. #29296 Series/Model: AW-740 Scale: Sheet: Drawing No. NTS 2 OF 11 MD-AW740LM Rev: • • c • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • AWNING (X) WINDOW HEIGHT, i i WINDOW 1 _ WIDTH Imo" 740 SERIES AWNING EXTERIOR WINDOW FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS' 4) DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. 740 SERIES AWNING WINDOW ` AWNING / AWNING (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 1: —" i' — 10 , SEE NOTE 7, THIS SHEET // \C 740/ SERIES AWNING WINDOW / ' \ 740 FRAME SERIES A AWNING TUBE WINDOW 10", SEE NOTE 7, THIS SHEET MIN. # 12 X 1" SMS THROUGH ' INSTALLATION HOLES Aiirtri,,, 111 ilii ; lia 740 SERIES EXTERIOR FRAME AWNING aASSEMBLY TUBE WINDOW HORIZONTAL SECTION C-C MIN. #12 X 1" SMS THROUGH INSTALLATION HOLES FIGURE 2: EXTERIOR ♦ • 740 SERIES AWNING WINDOW FRAME �•••• ASSEMBLY TUBE 740 SERIES —CASEMENT —.- WINDOW E FRAME ASSEMBLY E TUBE 740 SERIES FIXED WINDOW "SEE PRODUCTS NOA FOR INSTALLATION SPECS FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D•D 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW N O 740 SERIES CASEMENT WINDOW` VERTICAL SECTION E-E FRAME ASSEMBLY TUBE MIN. # 12 X 1" SMS THROUGH 6)THE FRAME ASSEMBLY TUBE IS NOT INSTALLATION HOLES REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. PRODUCT REVISED of complying with tl• Florib Buildcy Code I "Opel""ZD Acceptance Ho •ry HKgi .: ,. Date �^'IUIIW/•Z3 ByL Miam %MixtC FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE WINDOW DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) AU. WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1" SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 740 SERIES FIXED CASEMENT WINDOW 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP•• , SE� FIgURgS 1 6Z, THI�SH5JT. DIWfRMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. •• 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. • OOOOO • • • • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN4PRESSL 5E'PSFOFOltl WlbDUVS ITTACHEL TO A VERTICAL FRAME ASSEMBLY TUBE" OR "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FI44E ASSEMBLY TUBE , DEPENDIIR3 OA WI )eH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED" LTABLF•2 S $EET 4), DETERMINE THE NUMBER OF AIRCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. • • • • • i • • • • • • •• • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE TI4AT ADDI4IONA•ANCNORS 1#4RQIGOPTHF�1�1 tr FF�1ME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN, # 12 X 1" ANCHORS ARE TO BE USEC•THRIOUGHeTUE FRAMEINTO 'I IF•F�tAME ASSE LY�BE (SEE DETAILS ON THIS SHEET). • • • • • 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED IN A 63" FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Archon Required on each SMO of the Frame Assembly Tubs (FAT) r Window Motor Type LL Width A B,C&D E' 17" - 25.9" 1 0 26". 1 1 t- Window Anew Type if Height A B, C 8 D i 17" - 25.9" 1 0 2G+ 1 1 1 CV N 8 O fV o 6 CO o Y 0 8 O 2 s � i ~S aQ o 2 LL O T. oZ H 0 iQ CERT. OF AUTH. #29296 ••• • • • • • • • • • • • • • • • • i • • • • • • • • • • • •• •• •• • • • • • • • •• • Window Anchors Required Window Width (In) under23' /25-15/18" 27.7/8' 30-3/4" 32" 34" 37" 46" 53-1/8" 60" Ancho Group Anchor Group Ancho Group Ancho Group Ancho Group Ancho Group Ancho Group Ancho Group Ancho Group Ancho Group ABCDABCDA BCD ABCD ABCDAB CDABCD ABCDABCDA BCD ir under 23" 'Iamb 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 2 2 2 2 2 2 2 Head/SIN 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 6 4 4 4 8 6 4 4 8 6 8 4 25-15/16' �- • --Jamb. 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 Head/811 2 2 2 2 4 2. 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 8 4 4 4 8 8 4 4 10 6 6 4 39, Jamb 5 3 3 2 5 3 3 2 5 4 3 2 6 4 3 2 6 4 3 2 6 4 3 2 6 4 3 2 8 4 3 2 5 4 3 2 5 3 3 2 Fkaad(SII 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 8 4 4 4 6 4 4 4 8 6 4 4 10 6 8 4 10 8 8 4 505/B" Jamb 7 4 4 4 7 5 4 4 8 5 4 4 8 5 4 4 8 5 5 4 9 6 5 4 9 8 5 4 9 6 5 4 Head/SIN 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 6 4 4 4 6 4 4 4 8 6 4 4 60, Jamb 8 5 5 4 9 6 5 4 10 6 5 4 10 7 6 4 10 7 6 4 10 7 6 4 10 7 6 4 Head1Si9 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 8 4 4 4 63. Jamb 9 8 5 4 10 8 5 4 10 7 8 4 11 7 6 4 11 7 6 4 11 7 8 4 11 7 6 4 Head/SIN 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 Jamb 10 6 5 4 10 7 6 4 11 -7 6 4 11 7 6 4 11 7 8 4 11 7 6 4 Head/S81 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 Jamb 10 7 6 5 11 7 6 5 12 6 6 5 12 8 7 5 12 8 7 5 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 78' Jamb 11 7 6 5 12 8 7 5 13 8 7 5 13 8 7 5 H.sdISl9 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 seJamb 12 8 7 5 14 9 7 5 14 9 8 5 Head/SIR 2 2 2 2 4 2 2 2 4 2 2 2 USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. FOR SIZES NOT SHOWN ROUND UP TO THE NEXT A OR HEIGHT DIMENSION SHOWN ON THE TABLE. • Group Anchor Substrate Min Edge Distance Min. O.C. Distance Ended in m Anchor Plate Required? ' S. Pine 5/r. 1" 13r8' No BOA3a 1/12, steel SMS (G5) Steel 31r sir .060' No A053 Stud, Or. 33 3/r 5/r .045", 20 Ga. No A S. Pine Sr i• 1-3/8" No 814, stets SMS (G6) 6063-15 Alum 3/r 6/8' .033' No or#14, 410 SS SMS A30 Steel 3/r 5/8' .050" No A653 Stud, Or. 33 3'8' 6/r .015', 20 Ga. No _ ..,tee. . 2.85k Concrete 2-1/2' 4' 13/5' No B 1/4" steel Utncan i Follow Block 1" r 1-1/4' No . Hollow Block 2-1/2' r 1-1/4' No 1/4' steel Minoan Follow Block 1' 6" 1-1/4' Yes C 1/4" 410 SS 3.35k Concrete 1" r 13/4' No Crete lee Follow Block 2-1/2" 5' 1-1/4' No 8. Piro 5/W 1' 13/r Yes #12, steel SMS (G5) 6063.15 Alum. 3/r 5/r .0713' Yes or 612, 410 SS SMS A38 Steel 3/8" 5/8" .050' Yes A063 $11.4 Or. 33 3/8" 5/r .045", 18 Ga. Yes S. Pine 5/8" 1" 13/r Yes 014, steel SMS (36) 6063-75 Alum. 3rr 5r8" .0713' Yes or #14, 410 SS SMS A36 Steel 3/r UB' .050' Yes A053 Stud, Gr. 33 3/r 5/r .045', 18 0s. Yee D 2135k Concrete 1" 4' 13/4• Yes Ire stall Macon2.115k Concrete 2-1/2' 4' 1-sir Yes Kolbe Bock 2.1/2' r 1-1/4' Yes Filled Block 2.1/2 4' 134" Yes 1/4' 410 SS 3.35k Concrete 1" r 13/4' Yes 3.35k Conceals 2.1/2' 6'1' Yes CMaFNx Hollow Block 2.1/2 r 1-1/4' Yee 3.5k Concrete 1-1/4' r 13/4' No sir steel Ulbroon Hollow Block 3-1/8" 5" 1-114' No Riled Block 2-1/2' 5" 13/4' No 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" ANNEALED LAMINATED GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE, +70/-70 PSF DP REQUIRED AWNING ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHORS IN GROUP C HAVE THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. C) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 9, A 34" X 81" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE EXCEEDING THE REQUIREMENT OF +70/-70 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING aUl LI S 2104E4ATION ON SHEET 1. • F) PER RULES ON SEPT 2�• • , I •AL 1 • � • • • ADDITIONAL ANCliOk bit/ T• • ASSEMBLY TUBE SIDETHS FIXED St�Srew CASEMENT (HEAD & SILL). • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • Min F. 92 ksi Mn. Fe 120 ksi 410 Screw 93 ksi 110 Psi Elco U9reCon® 155ka 177 ksi 410 SS EICSIDeteRe 127.4 ksi 189.7 ksi • 8083.7•Nt 8inuAl • • Aie sin • 38 ksl • (il. 33•44•R rt . 33 ksi • • • 18 lad 22 ksi 58 ksi 45 ksl TABLE 4: PRODUCT REVISED as complying wirb the Florida Building Code Awe No 1 04c14.10 E piratiPs Dose Head Snubber Locations Glass Type: PVB (Types 1, 3 & 4) SG (Types 2, 5 & 6) None 20" max. from each end Required & 20' max O.C. SAMPLE CONFIGURATIONS: L X,� 1 1` 1 ' rx1 t 1 O X't O O /1 X1 I, O X ;x 0 X(` ti N o it) CV 0 0 o 0 co 0 to 3 cc co 0 ce 0 CERT. OF AUTH. ij29296 i� rrn oNo l n� it O4''g� iw< Ilri Wiz= X' O W oi * ; No. 58705 ::....'/:::1:::-:::: arr---,-- ////1 IIt(11� A LVNN MILLER, P.E. (1111r P.E.# 56705 •Y• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Deakin Pressure (pan br 8inpls Windows, All Anchor Groups Window Width undr2S .25.15/16'1 27-7/8" 30-3/4" 32" 34" 3r 48" 53.1/8" 60" I50-5/W under 23" ` +70/- 90 +70I- 90 +70/- 90 +70/- 90 +701- 90 +70/- 90 +70/- 90 +70/. 90 +70/- 90 +70/- 90 2315/16" +70/- 90. +70/- 90/ +70'- 90 +70/- 90 +70/- 90 +701-90 +70/- 90 ,70/- 90 +70/- 90 +70/- 90 39" +7W- 90 +70/- 90 +70/- 90 +701- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/411.1 +701-712 +70i- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +701-90 +70/439.2 +70/-77.9 60" +70/- 90 +70/- 90 +7(/- 90 +70/86.5 +70/43.7 +70/-79.6 *70/-74.3 63" +70/- 90 +70/- 90 +70/- 90 +70,823 +70/-79.4 +70/-75.6 +70/- 70.1 67" +70/- 90 +70/- 90 +70/- 83.5 +70/- 76.3 +70/- 73.4 +/- 09.4 72" +7W- 90 ♦70/87.2 +70/- 77.4 +/- 89.3 +/- 65.4 78' +70/... 90 +70- 84.6 +70/- 75.2 +/- 85 •P +701.90 +70/- 80.4 +70/- 70.8 • FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB -1/8 AN) PUB". TROSIFOL®PVB BY KURARAY AMERICA• INC. L WINDOW HEIGHT F �WINDOWy,-I WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (ostler W irid0es Attached to a Vertical Foam) Assemt0y Ttbe Wlrpw Width under 23" 2515/16" 27-7/8" 30.1/4" 92" 34" 37. 46" 53-1/8" 60" Mc ha Croup Amin/ Glow Anchor Group Anchor Grasp Anchor Group Anchor Group Anchor Comp Anew Gaep Anchor Gray Arc Per Crap A 8 C D A B CBD A 8 C&D A B,ClD A B,C&D A B,CID A B.C&D A B•C&D All A9 r. I under +70/40 +ro-90 +70/40 +70-90 +70/40+70/40+9 +70/40 +70'-90 +70/410 +70,40 +70I-00 +70/40 +70/-00 +70/-90 +70'40 +70/-00 +701-09 +70/40 +70/-90 +70/40 +7040 +701-00 2540/16. +70/40 +70-90 +70/40 +70/-00 +70/410 +70/-00 +70/40 +70/-00 +70/40 +701-03 +70/43 +70/-90 +70/43 +70/40 +70140 +70/40 +70/40 +70/40 +70/40 +70/40 +70/40 +70/40 39' +70/-00 +70/-752 +70/ 0.0 +70/40 +70'-83.1 +70,40 +70/40 +70/-77.4 +70/40 +70/-90 +70/40 +70/-90 +70/40 +70/40 +70,40 +70/40 +70/874 +70/40 +70-00 ♦70/-00 +713/41.1 +70/-712 504'8" +70/-72.3 ♦/57.9 +/69.3 +713/-90 +4-84 +70/40 +70/40 +/-60.6 +70/40 +7W40 +70/81 +70/-90 +7W-77.9 +70/40 +70-73.3 +70/40 +/67.3 +7080.2 +/54 2 +ro 77.9 60 W-61 +/-48.9 N56.5 +70,40 +/-54 +70/46.6 +70/40 +/-50.3 +70'-80.6 +70'-90 +/684 ♦70/436.5 +/-65.7 +70/437 +/618 +7G-796 +/56.8 +70/-74.3 63" +/481 +/-46.5 +/55.7 ♦70/438.7 +/51.5 +70/425 +70-90 +/-47.9 +70-76.8 +70-90 1445.1 +70/423 +1626 +70/-794 +/58.9 +751-756 H541 +701-70.1 PRODUCT REVISED as complying with the Florida BAen Code C45 ' ' i3` Ex+p ration Date w� SA11 FRAME ASSEMBLY TUBE ADDITIONAL WINDOW I ANCHOR WIDTH ff (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. •....... , Design Pressure (psi) br Windows Attached toe Horizontal Frame Assembly Ilke Window Width under 23" 25-15/1r 27.7/W 303/4" 32 34" 3T 48" 53-1/8" 80•• Anchor Grow Anchor Gout/ Anchor Group Anchor Goo Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Crap All All All AI A9 A 8 C& D A B C 6 D A B C 0 A B C D A B C D under23" +70/-90 +70/40 +70/40 +7W40 +70/-00 +70/40 +70/88.2 +70/40 +70/40 +70/-79.2 +70/-00 +70/-79.5 +143.7 +70/.76.3 +70/40 +/48.9 +/-55.2 +188 +70/40 +/81 +/-48.9 +158.5 +70/40 25-15/16" +70180 +70/80 +70/-90 +70140 +70/40 +70/40 +70/40 +70/80 +70/47.6 +70/40 +70/40 +70/.70.5 +70/m +70/40 +70/80 +/41 +70/-90 +70/40 +70/80 +/84 +70/-66.8 +70/80 +70/40 39" +70/-00 +70/80 +70/40 +70140 +70/80 +70/80 +70/40 +7W40 +70/437.4 +70/40 +70/40 +70470.3 +7W-75.1 +70/89.9 +70/40 +I40.7 +I-65.1 +70/-77.8 +70/81.1 +144.9 +/57.6 +/88,9 +70/-71.2 505./W +70/40 +70/80 +70/40 +70/40 +70/-90 +70/85.5 +70/40 +70/40 +70/-78.8 +70/49.2 +70/-.2 +183.2 +713/-77.9 +70/-77.9 +70/-77.9 60" +70/-00 +70/80 +7980 +70/885 +70/837 +701-79.8 +70/-79.8 +70/-79.6 +70/-74.3 +70/-74.3 +70/-74.3 83" +70/-00 +70/40 +70/40 +70/423 +70/-79.4 +70,75.6 +70/-786 +70478.6 +70/-70.1 +70/40.1 +70/-70.1 6r +70/40 +70/80 +70/83.5 +70/-78.3 +70/-73.4 +/459.4 +/46.4 +/89,4 • • • • • • • • • • • • 72" +70/40 +70/87.2 +701-77.4 +/89.3 +185.4 • • • • i • • • • 76" +70/80 +7W84.8 +70/-75.2 +/- • • : • • = • • • • • 84" +70'40 +70780.4 +70/-70.8 • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • • • • • • 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • FRAME WINDOW ASSEMBLY HEIGHT TUBE 10" MAX. ADDITIONAL WINDOW ANCHOR WIDTH (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES, SEE SHEET 3 FOR ANY ADD/T/ONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. in 6 tO O N 0 6 Oa - A O co yY 0 0 Y a rr � cn 0 U) o W a NQz cc a cn W co cn W `o0 co 0 2 0 06 J en 0 O a0 LL O )( LC) 0 yZ Q ``111n*i1//r)7/// s\.?' GENSF No. 58705 33O ' cr S TE (V� C(••S3''•'"LORIO)`.•••G�� ` SADY5H LiIa P.E. P.E.# 58705 co m a 7+ u • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • • Desip Pressure (p01or Single Widows. NI Anchor Group Wades W Ih tnder27 25.15/17 27-7/8" 30.3/4' 37 34' 37" 46" 53-1/8" 60" g' 1 u89der23" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +907-130 +90/-130 +90/-130 25-1516" +95-130 +90/-130 +90/-130 +90/-130 ♦801-130 +90/-130 +95-130 +90/-130 +90/-130 +90/-130 39" +95.130 +90/-130 +90/-130 +90/-130 +9 /-130 +90/-130 +95-130 +90/-130 +90/-130 +95.130 50-5/8" +90/-130 +90/.130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +95-130 60" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 63" +90/-130 +90/-130 +90/-130 +90/.130 +90/-130 +90/-130 +90/-130 87" +90'-130 +90/-130 +90/-130 +90/-130 ♦90/-130 +90/-130 77 +95.130 +901-130 +90/-130 +90/-130 +95-130 76" +90/-130 +90/-130 +90/-130 +90/-130 84" +90/-130 +90/-130 +90/-130 • FOR GLASS TYPES: 5) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 6) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) SG"= SENTRYGLASWBY KURARAY AMERICA, INC. WINDOW HEIGHT SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS ANO QUANTITIES. Design Pressure (psi) for Wallows Attached to a Vertical Frame Assembly Tube Window Width urAer 23' 25-1518' 27-7/8' 30-34" 37 34" 37" 48" 537/8" 60' Ancho Group Anchor Group Anchor Group Anchor Greup Anchor Group Anchor Group Anchor Group Anchor Group AnhorGroup Group hor Group A B C D A B C 6 0 A B C8D A B,CBD A B,C8D A B,CQD A B C.5D A AN AN Under 23" ' +70/-90 +75-97 _+70/-90 +70/-90 +70/49 +75.90 +70/-90 +75-90 +70/-90 +70/-90 +70/-90 *70/-90 +70/-90 +70/-90 +75-93 +7a-90 +7540 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/17 +70/430 +70/-90 ♦70/-90 +70/-90 +70140 +70/-90 +70/-90 *70/-90 +70/.90 - +70/-90 +70/-90 +70/-90 +75-90 +70/-90 +70/40 +70/-90 ♦70/-90 ♦70/-90 +70/-90 +70/-90 +70/-90 +70/-80 39' +7540 +70/-75.2 +75-89.9 +70/-90 +70/-90 +70/-93 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/40 +75-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 55547 +75-723 +/-57.9 +/-69.3 +75-90 +70'-90 +70/-90 +70/-90 +70/49.4 +75-90 +70/-90 +70/-81 +70/-90 +70/-77.9 +70/-90 +70/-73.3 +75-90 +75-89.8 +70/-90 +707-90 +70/-93 eo" +/-61 +/48.9 +/-58.5 +70/-93 +70/-81.1 +7088.8 +70/-90 +70/-75.5 +70/-808 +70/-90 +/-08.4 +70/-90 +/-85.7 +70/-90 +/-61.8 +70/-90 +70/.75.8 +70/490 +70/-90 63" +/-58.1 N48.5 +/-55.7 +7d-08.7 +70/-77.2 +70/.825 +70/-90 +70/-71.9 +70/-76.8 +70/-90 +1$5.1 +70/-90 +/-62.6 +70/-90 +/-58.9 +70/-90 +70/-722 +70/-06.7 +70Ig0 • /3./3,0. PRODUCT REVISED es aeon/lying 01Lb 04 Fends .Duds ccptNO anceC-,. •� _._ Expire Date B Della oAtdC 10" MAX. L WINDOW HEIGHT FRAME ASSEMBLY TUBE I WINDOW "���'111 WIDTH ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Design Pleasure gal) for W Incbrs Attached to a Hatzors9 FrameAssandy Tube Window Wirth 0*079327 25.15/16" 27-7/8" 303/4" 37 34" 37" 47 53-1/7 80' Archon dote Archon Gray Anchor Group Are Kr Group Anchor Group Anchor G-Wp Anchor Group Anchor Group Anchor Group Anchor Group NI AN All NC AN A B C&0 A B C&0 A B C D A BAll 0 A B C D uncle-23" •70/40 +70/-00 +70/-900/8 -90 +70 +70/40 a5-00�+75-e6.2 +70/-00 +75-00 +75-79.2 +70/40 +70/-705 +/63.7 +70•-76.3 +7540 +/68.9 .465.2 4./66 +70/40 +/61 4448.0 +/-58.5 +70/80 25.1519" +75-00 +70/40 +75-90 +7540 +70/-00 +75-90 *7540 +75430 +75-90 +70/40 *70/-00 +70/438.1 +75430 +70/40 +75-90 +75-76.3 +70/40 +75-00 a7540 +/67.5 +70/46.6 +70/40 +70/40 38" +7540 .70/40 +7540 +75- 0 +70/40 +75-90 +7540 +70/40 +7540 +70/40 +70/40 +7582 +7540 +70/40 +7540 +75.71 +70/81.3 *70+ 0 +7540 +/620 +75-72 +7586.2 +70/40 ir 696/8" +7540 +75-00 +75-90 +7540 +75-00 +70'-90 +7540 +70/40 +7540 +7540 +70/40 +70/-90 +7540 *70/40 +75-93 i 60. +7540 +70/40 +70/-90 +7540 +707-00 +75-90 +7540 +70/40 +75.00 +7540 +70/40 67 +7540 +70/40 +75-90 +70/40 +7540 +75-90 +7540 +70/40 +75-00 +70/40 +70/.00 67 +7549 +70/40 +75-90 +7540 +70/40 +75-00 +70'40 +70/40 • • • • • • • • • • • • 77 +70/40 +70/40 +75-90 +7540 +70/40 • • • • • • • • • 76" +7540 +70/40 *75-90 +7540 • • • • • • • • • 84' N540 +70/40 +70/-03 • • IN • • • • • 41 • • • • • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • _L FRAME WINDOW ASSEMBLY HEIGHT TUBE 10' MAX ADDITIONAL WINDOW ANCHOR WIDTH (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. ti r 10 N LO o O N_ O 0 CO 0o Y cn o�U) v0 cc 0 cn .00 occ o � W 3- c9 z_ V W a cn W cn cn W cc a o .E-n 00 2 0 0 2 -J J w 0 0 0 z z Q 0 LL v0 07 z O SQ * -0 i1711111 • No. 58705 a rr 0 STATE • • •.40 ORID>•. •'' ///1111170` A LYNN MILLER, P.E. P.E.058705 CERT. OF AUTH. #29296 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • TABLE 8: Design Presage (pal) her Single W9rdowe, A9 Anchor Groups Window Width under 23" 25.15/16" 27.7/8" 303/4" 37 34" 37" 48" 53-1/5" 60" under 23" ' +90/-130 +80-130 +90-130 +80-130 +90-130 +90/-130 +90.130 +90.130 +90/-130 +90-130 25.15/18" ♦90/-130 +90-130 +90-130 +90/-130 490-130 +90-130 +810.130 +90/-130 +90/-130 +90/-130 39- +93-130 +90/-130 +900-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-128.8 I505/8" +90/-130 ♦90/-130 +90/-130 +90,130 +90.130 +90-130 +90/-130 +90/-130 80' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 OW +90/-130 +9(Y-130 +90'-130 +90,130 +90/-130 .90/-130 +90-129.8 67" 1 +80/-130 +90/-130 +90/-130 +90-130 +90-130 +90/-130 77 +90.130 +90-130 +90-130 +00-130 +90/-130 7e" +90.130 +90/-130 +90-130 +90-130 84" +99F130 +90/-130 +90-130 TABLE 9: FOR GLASS TYPES: 2) 7/16" LAMI (3/16" AN - .090" SG - 3/16" AN) SG"= SENTRYGLAS€13Y KURARAY AMERICA, INC. L WINDOW HEIGHT } WIND WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. DeN9n Pm/nun OW) for Whmwwn Attached to a Vertical Fran Alumni* Tube Maker Width max23" 25.15/18" - 27-7/8" 303/4" 37 34" 37" 48" 53-1/8" 80" Archon Group Amboy Group Anchor Group Anchor Gray Anchor Group Anchor Group Anchor Comp Anchor Group Anchor Group Ancher. Group A 8 C D A B CAD A B CAD A 8,C6 D A B,C6D A 8,C60 A B CAD 09 Al A9 In9023" +70/-90 +70140 +70/-90 +70/-60 +701-90 +70/-90 +70140 +70/40 +70/40 +70/-90 +70/-90 +70/.90 +70/40 +70/-0e +70/90 +70/40 +70/49 +79/ 0 +70/-00 +70/-00 +70/-00 +70/-09 25.15/1e" +7040 +7040 +70/-90 +7040 +70/-90 +70/40 +70/-90 +70/-00 +70,90 +70,80 +70/-90 +70/40 +70/90 +70/90 +75440 +70140 +70/40 +70/60 +709-00 +70/40 +70/40 +70-01) 38" +70/40 +70/-752 +701499 +70470 +70/-90 +70/90 +70F90 +70/40 +70-90 +70/-0 +70/-90 +70/40 +7040 .70/-90 +70/-90 .70/40 +70/40 +701-00 +70/-00 +7090 +70/40 +70-00 505/8• +70/-723 +137.9 +/49.3 +70/40 +70/-90 +7oF90 +7Dr 90 +70f49.4 +70/40 +70/-90 +7041 +70 410 +70/-n.9 +70/-80 +70-73.3 +70/40 +701-099 +70/40 +70/40 +7040 60" +/41 +/-48.9 0-58.5 +7040 .70/-81.1 *70/48.8 +70140 +70/-75.5 +7040.6 +70/40 +/48.4 +70/40 +/45.7 +70/-90 +/41.8 +70/-90 +701-75.8 +70/40 +7/V40 83" +/48.1 +1.48.5 +/45./ +704e7 +70/-07.2 +70/42.5 +70/40 +70-71.9 +70/-78.8 +70140 +145.1 _ .70/40 H42.8 +7040 +/-58.9 +7040 +79'-72.2 +70/48.7 +71340 TABLE 10: 1214 PRODUCT REV1SFiO 89 complying with 1Be Flerk4 A+..7reng Code I .p614 Accepts/coo Pho Eayi „• Dale .%,"11\l D3 S .149, •Ede ' e.ucdC WINDOW HEIGHT Design Prams pat tor Waasws Attached to a Hat20n1• Frame Assembly T•e Winnow WISH under23. 25.1551E7 27-7/W 30-3/4" 32" 34" 37" 46" 53-118" BB" Acted Gmtp Archon Gnaw AncMr Group Archer Gray Anchor (Imp AnchO Getup Anchor Group Ana. Group Arctor Group Anchor Group MI A9 A9 All A9 A B C & D A 8 C80 A B C D A B C D A B C D 1 9/9023" +70/ 0 +70/40 +7000 +70140 +70/40 +70140 +70462 +70/40 +70/40 +70/.79.2 +7040 +70-79.5 +143.7 +70-76.3 +7040 +/489 +/452 +/46 +70/40 1441 N489 +/485 +70/40 2616/16" +70/40 +7040 +70/40 +7040 +70/.00 +70-00 +70/40 +70/40 +7040 .7040 +70/40 +70/48.1 +70140 +7040 +70/-90 +70'-76.3 +7040 .70/40 +70/40 +/47.5 +70/.846 +7040 +70/43 38" +7040 +7040 +7040 +7040 +70/40 +7040 +70/4 +7040 +7040 +7040 +70/40 +7042 +7040 .70/-60 ♦70/40 +70.71 +7041,3 +70140 +70/40 +1429 +70-72 +70462 .70/40 505/8' +7040 +7040 +7040 +7340 +7040 +7040 +7040 +70/40 +70/40 +70/-0) +70/40 +701-60 +10140 +70/40 +70-60 80 +70/40 +7 -90 +7040 +7(940 +70/40 +7040 +7040 +7040 +70-90 +70 00 +70/40 83" +7040 +7040 +70-00 +70140 +70/40 +7040 +70/40 +70/40 +70/40 +7040 +70/40 67" +70/40 +709) +7(V40 +70/40 +70/40 +7040 +7040 .70/40 • m • • • • 4 • • • • • 77 +7g40 +70/40 +70-90 +70/40 +70/40 • • • • • • e • • 7C +70/40 +70F00 +70-00 +7040 • • • • • • • • a 84" 17040 +70/40 +70+90 • • • • • • • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. •• • • • •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDmoNAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME WINDOW ASSEMBLY HEIGHT TUBE 10" MAX. ADDITIONAL WINDOW I ANCHOR WIDTH r (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 00 N $ O CV 0 0 a CO cn 0 Y 0 2 0 0 o o W a Z_ 0 ^W^ 0 cn re Cn Tn CL 0 z V) 0 0 J O a¢ O CO N Z 0 n Q >nm R GL7 O ip eD 3ri i d > w nz �. ANY LYNN� * No. 58705 1'ss/GNALA. /1 1i,t 1 / P.E. P.E.056705 CERT._ OF AUTH. #29296 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0049 • • • 494110 • • e,to • Design Pressure (pet W Single WMows. All Anchor Gaps Window Min u,6623' 2515/16" 27-7/8" 303/4" 32" 34' 37 48' 531/8" 80" E i under 23" +70- 90 +10/- 90 +70- 90 +70- 90 +70F 90 +70. 90 +70- 90 +70- 90 +70/- 90 +70/- 90 25-1018" +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 39" +70/- 90 +70/-90 +70/-90 +70/- 90 +70F 90 +70/- 90 +70/- 90 r70/- 90 +7043.2 +701-73.1 50- ✓6" +70- 90 +70/- 90 +70/- 90 ♦70/- 90 +70- 90 +70- 90 +701- 90 +70/430 60" +713/-90 +70/- 90 +701-90 +70/-08.8 +70/45.8 +70141.7 +70/-78.2 63" +70. 90 +70/- 90 +70/- 90 +70/44.4 +70/41.5 +701-77.5 +70/-71.9 87 +70/- 90 +70/- 90 +7045.5 +70/-78.3 +70/- 75.3 +70- 71.2 77 +701. 90 +70/49.5 +70/- 79.4 +70- 71.1 +/- 67.1 78" +701- 90 +70/-88.8 +70/- 77.2 +F 80.8 84" +701-90 +70/- 82.5 +70- 72.7 • FOR GLASS TYPES: 3) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) "PVB"= TROSIFOLVPVB BY KURARAY AMERICA, INC. L WINDOW HEIGHT SEE SHEETS 1 64 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. ' ^V" Design Pressure (ph or Wlydows Attached to a Vertical Flame Assembly Tube Window Wldh L der 27 25-15/18' 27-7/8" 303/4' 32" 34' 37' 48' 531/8" 80' Anchor Group Anchor Gram Anchor Grail Mcho Group A/ 80 Group Anchor Group Anchor Group Anchor Gap Anchor Group Anchor Group A B C D A B C6D A 8 C80 A B,C6D A 8,COD A B,C0D A B,CBD A B,C&D A B,C&D A B,C9D 10der23" r7d-90 +70/-90 +70/-90 +70/40 +70/90 +70/40 +70/40 +70/40 +70/-90 +70/-93 +70/40 +70/-90 +70/-90 +70148 +701-90 +70/40 +70/48 +70/40 +70/-90 +70140 +70/40 +70/-90 +70148 +70/-90 2515/18" +701-90 +70/-90 +70/40 +70/40 +70/40 +70/40 +701-90 +70/-90 +70/-90 +70/40 +70/40 +70/40 +70/-90 +70/40 +70/40 +70/43 +70-90 +70/40 +70140 +70V40 +70/40 +70140 +70/40 +700-90 38" +7040 +701-75.2 +70/49.9 +70/-90 +70431 +700140 +70/-90 +70/-77.4 +70/-60 +70/430 +70/-90 +70/-90 +701.90 +701-90 +70/-90 +70/40 +T(947.4 +70/-90 +70/-90 +70/40 +70/-81.2 +70/-83.2 +70/-71,9 +70/-73.1 50418" +70/-72.3 +/47.9 +/49a +70/40 +/a +7940 +70-90 +/49.5 +70/40 +70/-90 +70/41 +70/-90 +70b77.9 +7040 +10/-73.3 +70/40 +147.3 +70/-90 +1d1.2 +7a40 90" +141 +1J8.9 +/48.5 +70/40 +/44 +70/48.8 +70/-90 +/40.3 +7040.0 +70/-90 +1438.4 +70/48.8 +/45.7 +70/-85.8 +/41.8 +70/-81.7 H48.8 +701-76.2 67 +/461 +/48.5 0/46.7 +7048.7 +/-51.5 +70/425 +70/-90 N47.9 +70/-78.8 +70/40 +/45.1 +70/-84.4 H428 +70/-81.5 +/-58.9 +70/-77.5 +/64.1 +70/-71.9 ,-...." .... ' Design Possum 9•1) for Winders Attached t0 aHalters• Flame Assembly Tube Wh100/4 Width 1005e737 25-15/16' 27-7/6 303/4- 37 34' 37 46' 33-1/" 80" MOO' Gray Arens/ Grail Anchor Group Meta Goup A0l0r Gap Anchor Group Ancicr Gaup Anchor Group Are for Group Anchor Group All AN All All AN A B C&D A B C 8 D A B C D A 6 C 0 A B C D i63' § 0,9/C23" +70-90 +7040 _ +70430 +7040 +70/40 +7a-00 '+70-832 +70/40 +7040 +70-79.2 ♦70/-90 ♦70/-79.5 +/437 +70/-763 +70143 +/-68.9 +/-55.2 +/-66 +7040 N41 H48.9 +/-58.5 +70/40 2515/16' +70/ 0 +70/40 +70140 +70,40 +70/40 +7040 +7040 +70/40 +70/437.6 +7040 +70/40 +70/-70.5 +7040 +70/40 +7040 +/-61 +70/40 +70-90 ♦70/40 4444 +70/46.6 +70/40 +70/40 39' +7040 +70/40 +70-90 +7040 +70/40 +70/40 +70140 +70/40 +70474 +7040 +70/40 +70/-703 +70/-75.1 +70499 +70/40 +1-507 +/451 +70-77.8 +7043.2 +1.449 Nd7.6 +/48.0 +70-73.1 5049' +70140 +70/40 +70/40 +70/40 +70/-90 +70/45.5 +7040 +7040 +70/498 +70 93 +70/40 +/43.2 +7040 +70/40 +70-80 60" +70140 +7040 +7040 +70/488 +7045.8 +70/4317 +70417 +7041.7 +70/-75.8 +70-76.2 +70/-76.2 +70/40 +70/40 +7040 +70/44.4 +7041.5 +701-77.5 +701-77.5 070-775 +70-71.9 +70-71.9 +70/-71.9 67 +7040 +70/430 +70/45.6 +70-783 +70-75.3 +70-71.2 +701-712 +701-71.2 • • f • • • • 72' +7040 47040.5 +70/-74 0 +70/-71.1 +/47.1 • • • • • • • • • s• • 7B +70/40 +70 +70/-77 r16 4'6 • • • .• • 84' ++70/40 +70432ffi.5 +70-727 • • • • • • ♦ • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • PRODUCT RBVISED m amNYlo* with the Florida Buildios t 'ft- 6 iraour• D10 1171 WINDOW HEIGHT FRAME ASSEMBLY TUBE WINDOW WIDTH ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. L FRAME WINDOW ASSEMBLY HEIGHT TUBE I 117 MAX. ADDITIONAL WINDOW ANCHOR WIDTH (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTMES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. ui W J 0 w 0 a 60 N 0 N 0 00 0 0 m co ce m 0 2 -J NZ ••• • • • • ••• C • • • • • • • • • • • • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • TABLE 14: Design Pressure (par) ix Single WindoAs, All Anchor Groups WMdwv Width under27 25-15/18" 27-7/B" 303/4" 32' 34" 3T 46" 53-1/8' 60" urger 23' +70-90 +70/40 +70/-90 +70/-90 +7040 +70/40 +70/40 +70/-90 +70/40 +70/-90 25-15/16" +70/-90 +70/-90 +70/40 +70/40 +70/40 +70140 +70/40 +7040 +70/40 +70V40 39" +7040 +70/40 +70/40 +70/-90 +70/40 +70/40 +70,90 +70/40 +70/40 +70431.2 508/8" *7040 +70/40 +7040 +70/-90 +7090 +70/40 +70/-90 +70/88.8 60" +70/40 +7040 +70/40 +7040 +7040 +70/-90 +70848 63' +70/40 +7040 +7040 +7040 +70/40 +7a86.1 +70/-79.9 8T +7040 *70/40 +70/40 +70/87 +70/83.8 +70/-79.1 72' +7040 +7040 +7048.2 +70/-79 +70-74.6 76" +70/40 *70/40 +70435.8 +70/-74 84' +7040 +70/40 +70140.8 TABLE 15: FOR GLASS TYPES: 4) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) PVB"= TROSIFOL®PVB BY KURARAY AMERICA, INC. L WINDOW HEIGHT T �.WINDOW� I WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Preseee (per) for Wmdowe Attached toe Vertical Frame Assembly TUDe Window W/th utder 23' 25-15/18' 27-7/8" 303/4" 32" 34 3T 48" 03.1/8' 80" Arch++ Group Arch Group Anchor Anchor Group Group Anchor Gra Anchor Group Arc09r Grasp nch Group Ao p Anchor Ancr Group Anchor Group A B C D A B C 0 D A B COD A B,C60 A B,C&D A 8,C&D A B,C&0 A B COD A B,C&D AI under 23" .7040 +7040 ' +70/-00 - +70/43 +70/40 +70/40 +70/-90 +70/-89 +70/-90 n0/40 +70/40 +70/-90 +70/-90 +70/-90 +70/-90 +70/40 +70/40 +7040 +70/40 +70/40 .76430 +70r40 +70/40 +70/-90 25-15/16" ♦70/-90 +70/-90 +70/-90 +70/40 +70-00 +70/-90 +70/-90 +7040 +70.90 .70/ 90 +7040 +70/-90 .70/-90 +7(V40 +70/40 +70/-90 +70/-90 +70/-90 .76,90 +70/ 90 +70/4 1 +70140 +70/40 +70/-90 39' +7040 ♦70/-75.2 +70/89.9 +70/40 +70/83.1 +7040 +70-90 +70/-77.4 +70,90 +70/40 +70/.90 .70/-90 +70/-90 .70/-90 ♦70/-90 +70/-60 +70/47.4 +70/-90 +70/-90 +70/-90 +70/40 .70/41.2 +70/40 +7081.2 505/8" .70-72.3 +187.9 +/893 +70/-90 +/84 ♦70/ 0 .70,90 +/-59.8 +71V-90 +70-00 ♦7081 +70/-00 .70/-77.9 +7040 +70-73.3 +70/-90 +/87.3 +70-90 +70/-72.2 ♦70/-888 .7043.8 60• +/E1 +/48.9 +/-585 +70140 +/84 +70/88.6 +70/-90 +1-50.3 +70/-80.8 +7080 +/48.4 +70/-90 +/85.7 +70/-90 +/81.8 +70.90 +/-58.8 +70/44.6 63" +/-58.1 +/48.5 +/-55.7 +70/88.7 */-51.5 +70/82.5 +70/-90 +1-47.9 +70/-78.8 +7040 */85.1 +70/-90 */82.8 ♦70/-90 +/-09.9 +70/86.1 +/84.1 +70/-79.9 TABLE 16: Design Pressu2 test) b Windage Attac had to a Horizontal Frame Asstlnay 1u9e Window Mr under 29" 25-15/16" 27-719' 303/4 32' 34" 37" 48" ., 53-1/8" 6g" Arch Group Arch Group Anch Group Arch Group Arch Group Anchor Group Anchor Group Anchor Group Arch Gasp Amiss. Grasp All M All All All A B C & D A B C 6 0 A B C D A B C D A B C 0 u6er23" +70-03 ♦7040 +7040 +70/4) .7040 +7040 +70/46.2 +7090 +7040 +70-79.2 +70/40 +70/-79.5 +183.7 +70-763 +7040 */E80 +/45.2 +/-66 •7040 +181 N48.0 ./68.5 •70/40 251516" +7040 +70/40 +70-00 +7040 +7040 +7040 +7040 +70140 +70/437.6 .7043 +7040 +70.705 +7t243 .70/40 +70.90 +/-61 +7040 +7040 +7040 +/84 +70/46.6 .7040 +70/40 39" +7040 +70/40 +7040 ♦7060 +70/40 +70-90 .7040 +7040 +70/87.4 +70/40 +70/40 +70-703 +70-75.1 +7089.9 +70-90 +/409 +/851 +70-77.8 +70/40 +/449 +I-57.6 +/489 +7041.2 508/8" *7040 ♦70/40 +70-90 +70,40 •70/40 .70/455 +7040 +7040 +70/49.8 +7040 +70/40 ♦701.722 +70/436.8 +7088.8 +70/48.8 I 60' +7000 ♦70/40 +70143 +70'40 •7087.6 +7040 +7040 +70/40 +70/434.6 +7084.6 +7044.6 83' +70/40 +7040 +7040 +70/40 +70/40 +70/461 +70/86.1 +70436.1 +70-709 +70-79.9 +70-79.9 67" +70/4) +70/.00 +7040 +7087 +7(V836+70-791 ♦70/-79.1 +70-79.1 72' +7090 +7040 +708&2 +70/-79 +70.746 . •• • • • • • • • • • • • •• • 76' +7040 +moo +701-658 +70/-74 • • • • • • • • . • • • 84" +7040 +7040 +70808 • • • • • • • ♦ • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • C • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • 6 • • PRODUCT REVISED as p40op7Yi88 w66 the Elands Building Ho 1 43611:-10 Dale t•T.. �� -ui4✓ Mi 10. MAX. WINDOW HEIGHT I WINDOW ���"II WIDTH I+- FRAME I` ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME WINDOW ASSEMBLY HEIGHT TUBE 10 MAX. ADDITIONAL WINDOW I ANCHOR WIDTH t ' `(4), IF RED. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Cfj W J H W h 0 has 8I) 0 N_ 0 O go Y co 0 U m ri W a_ >- F- 0 J W a. coW ce W d Z o 0 ccn LU 80 aU 2 J O 0 O N O �LL I • zee rx nz .\s NY LYN/51 ''•,, oo' LICENSE MCC * No.58705 jp- - 0c'. S TE • �• ' •.8" ORIDP.•'•G• SS��NAL 1E. ‘`s A. LYNN MILLER P.E. P.E.w 58705 11111 I • • • r • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • TABLE 20: Item Dwg. # Description Mat. 1 7002 Main Frame Head, Sill &Jamb 6063-76 Alum. 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top, Bottom &Side Rail 6063-T6 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .18T' x .275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 16 7029 Maxim Projected Operator Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 21 7034 Operator Track & Slider Steel 22 7023 Projected Hinge, Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Bead B 6063-T6 Alum. 36 7042 Bead C 6063-T6 Alum. 37 7059 Bead D 6063-T6 Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899Silicon Backbedding 60 7006 Screen Frame 3105-H14 Alum. 61 7040 Screen Corner Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Casement Screen Spring Stainless Steel 70 134 Add -on Flange 6063-T6 Alum. 71 7004 Frame Assy Tube 6063-T6 Alum. 72 Maxim Pivot Slider Assembly Steel 80 #8-32x 1/2" Ph. Pn. Mach. ScrTYPE 8 Stainless Steel 81 1157 #8x 1/2" Ph. Pn. SMS Stainless Steel 82 #8x 5/8" FI. Ph. SMS Stainless Steel 83 #8x 7/8" F.H. Ph. 5M5 Stainless Steel 84 #8x 1" FI. Ph. TEK Stainless Steel 85 #8 x 1" Quad Pn SMS Stainless Steel 86 #8X 1-1/2" Quad Pn SMS Stainless Steel 87 #10x 1/2" Ph. Pn./TEK Stainless Steel 89 #10-24 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steel ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3, SHEET 4 •• ••. • lllr lr p. • • • •s s• \rN( IS'NK ,�'', • • • • • t• ,*0.•• .f/� ', • • • • 1 ••• et.wir'4 ..c •• ••• ••- Q�: • • •• '.,P , * ; No.58705•* = • • • • :19 i li` �i !�" to • • • • !3 f ST •.••, � ' !LOnLq _•� A. \ I %AILILR, P.E. P.E.# 58705 INTERIOR PRODUCT REVISED as eemplyfna \.ith the Florida B,ee I -0 •14. MORO Date Revised By: Date: Revision JR 05/25/17 NO CHANGES THIS SHEET. N5•at SY Revised By: Date: Revision 3 1070 TECHNOLOGY ORNE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT 0 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED BOM AND CORNER VIEW Drown By: J ROSOWSKI Title: AWNING WINDOW DETAILS - LM & SM 08/08/12 CERT. OF AUTH. #29296 Series/Model: AW-740 Scale: NTS Sheet: Drawing No. 10 OF 11 MD-AW740LM Rev: C • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • SILICONE STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS KODISPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS 1/4" NOM. INT. GLASS ALUMINUM REINFORCEMENT 5/16" NOM. INT. GLASS DURASEAL® SPACER STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS HOT -MELT BUTYL 3/16" NOM. INT. GLASS SUPER SPACER® NXTTM POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS DESICCANT FILL AREA XL EDGETM SPACER 5/16" NOM. SILICONE SEAL INT. GLASS Part # Description Material 100 Kammerling 4SG TPS Spacer System See this Sheetfor erials Materials • 4 101 Quanex Super Spacer nXT with Hot Melt Butyl 102 Quanex Duraseal Spacer 103 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 • • • • • • • •- • • •• • • • OFRAME HEAD, SILL & JAMB #7002, 6063-T6 1.356" Li - 4�41" .095" OANCHOR PLATE #7071, 6063-T6 706" .050" " 7 35 BEAD B #7036, 6063-T6 .870" .050" .569- 37 BEAD D 0 #7059, 6063-T6 • • • .tW1Iy1!/,1• so • •: '<foal* • w` •• t•t • ? .• P%. 565 • .%.. _ ▪ * • • ••• • .• az • •• •• • ... H•wrr, • • • . • • • ,�lCsa•ftORmPP.•",... • • • • • •//170NAt y �9 • • • .•. • ///iiiiiI911t\ • A. LYNN MILLER P.E. P.E.# 58705 .125' .062" II II 2.701" NOM. 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T6 .040" 1.01.0II00' .423" FIXED 60 SCREEN FRAME #7006, 3105-H14 .050' 050' .865" 7 36 BEAD C #7042, 6063-T6 .062" 093" 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 1.18T T .050" 70 ADDON FLANGE #134, 6063-T6 PRODUCT REVISED as complying with the Florida Building Code Acccpu•Dote ► "0,014. AV Revised By: Dote: Revision J R 05/25/17 NO CHANGES THIS SHEET. NL Revised By Dote: Revision 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT •2017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVE) EXTRUSIONS & SPACERS Drown By: J ROSOWSKI Title: AWNING WINDOW DETAILS - LM & SM Dote: 08/08/12 CERT. OF AUTH. #29296 Series/Model: AW-740 Scots: Sheet: Drawing No. NTS 11 OF 11 MD-AW740LM Rev: C • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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:710" Aluminum Horizontal Rolling.WindowwL.M.I. J • APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal koilerl'Windov, knpact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepareeltxftranufacturer, signed. and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Produd't'Cbflttol Revision stama with the Notice of Acceptance number and expiration date by the Miami-Dade•t''ounty Prc Th f Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. ' • •' • •• • • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy LABELING: Each unit shall bear a permanent label with the manufacturer's rlamVar logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approv .ci'', unliasbe% erwise noted herein. • • •• •• • •• • • RENEWAL of this NOA shall be considered after a renewal application has been filed and theire l as been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA` No. 17-0411.06 Expiration Date: -December 21, 2021 Approval Date: August 31, 2017 -- Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) UniformStatic Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer° NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Orteg4,•P E. (Submitted under previous NOA No. 16-0714.13) •.... • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 264.04: • •• •• •• 2) Cyclic Wind Pressure Loading per FBC, TAS•203-94 • • • along with marked -up drawings and installation diagram of an`? • alumin i i horizontal sliding window, prepared by Fenestration Testing L'abpratory, I2>F•,Ttst Report No. FTL-5330, dated 07/18/07, signed and sealed by Gar4os S. Rior�da, B.E. (Submitted under NOA No. 07-0815.09) • • • • • • • • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94. • . • 2) Uniform Static Air Pressure Test, Loading per F 3C TA:1J W4-94 • 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, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) • • • . • • orge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 • . . • • • . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 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, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017), dated 03/31/17 and revised on 07/28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. . . . 2. Glazing complies with ASTM E1300-09 •....' D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources RJR). • .. .... • .... .... . • • • . • •. . .. • E. MATERIAL CERTIFICATIONS . 1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifvl® Ultracielar, Clear, and Color PVB Glass Interlayers" dated 01/19/17, ex it 'ion 07/081/19. . . • • • . • . . . F. STATEMENTS • • .. . ... . 1. Statement letter of conformance, complying with FBC-5th Edition (2014) .Eteixt FBC- 6" Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chancla, P.E. (Submitted under previous NOA No. 16-0714.13) merge M. Plasencia, P.E. Pro. ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07 0815.09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window — L.M.L, approved on 09/01/16 and expiring on 12/21/21. ••. • • • • •••• • • . . .. . •• . • . • .. . . • • • • ••.• ••.• • • • • • • .•• •• ••• .. • • • • • •• • • • • • • •• • •. • • • • .• •• • orge M. Plasencia, P.E. uct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). A 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090' PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNFAI FD GLASS WITH A .090" PVB INTERLAYER. H. 13/16' LAMI 1G: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/18" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER. I.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 8) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO ULTRACON NOA'S ANSUAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE SHEET TABLE 1: Anchor Group Anchor 'type Frame Member Mln. Edge Distance Distance Min. O.C. Distance Min Embedment or Metal Thickness A #12, Steel SMS (Gr. 5), (min. of 3 threads beyond metal substrate) All Southern Pine (SG • 0.55) 9/16" 7/8" 1-3/8" 6063-T5 Aluminum 3/8" 9/1 B" 1(8" A36 Steel or Gr. 33 Steel Stud 3/8' 9/18" 0.045' (18 Ga) F ! + B� , Jamb Hollow Block (ASTM C90) 13/4"- -- 7- 1-1(4"-� _ 1/4" EEO UltreConS - -- --J -AIL- - Concrete (min: Z.85 kaI)- -1"- - 4"---13/4" All Southern Plne (SG a 0.55) 1" 1` 1.3/8" 1/4" 410 SS Erco CreteFlex S Alt Southern Pine (SG a 0.55) 1' 1" 1-3/8" C 1/4" 410 3S Elm) CreteFlex ® Jamb Hollow Block, (ASTM C90) 2-1/2"• • • iiii • • 1- /4" • All Concrete (min. 3.35 ksi) 2-1/!" 4± •• •_ • t3/t" • TABLE Material Min. Fr Min. F. Steal Screw 92 41 120 kal Gco tfitneCon 6 155 kai 177 kei 410 88 EIoo CreteFlex S 127.4 kW 189.7 kat 6063-T9 Aluminum 18161 22 kW 8083-T8 Aluminum 25 kal 30 kai A38 Stasi 30 kW 58 kei Gr. 33 Steel Stud 33 MI 45 Kai • • • •• ••• . •• • • ••• • • • • • • • • • ar • • • • • • • • • • • • • • • • •• • • • • • • ••• • 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. •• • • • • tort,/ STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 8TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION *ASTM E1300-09 MNSI/AAIPA NDS-2015 FOR WOOD CONSTRUCTION •A4UMINUIR DESIGN MANUAL, ADM-2015 •A♦SI Sw��0n0�-t2 *VCi60- 1 • • NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ SECTIONS 4 CORNER DETAIL 4 PARTS LIST 6 EXTRUSIONS 6 INSTALLATION 7 DESIGN PRESSURES 8 ANCHOR QUANTITY 9-11 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Miami- . e roduct Control 1 324/17: NEW LAYOUT, SHEET REORGANIZATION, UPDATED ANCHOR QUANTITY PER FBC 2017, CHANGED ANCHOR TYPES maa5 P� 1 0 O O 2 W ire Map w O Z w LU WOO A. I.YNN MILLER, P.E P.E.8 58706 0 V- IDMO LL O 1- Z nos 0 th x smog ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/2. NOM.\ GLASS BITE 60,61,62 1/6" ANNEALED OR HEAT STRENGTHENED GLASS PVS INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18 NOM. 5/18" LAMINATED GLASS aEXTERIOR INTERIOR (ALL SECTIONS) 1/2" NOM, GLASS BITE 66,67,68,69,70,71 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .093' PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5118' LAMINATED 5/18" OR 3/8" AIR SPACE 1/8' OR 3/18" ANNEALED OR TEMPERED GLASS 13/1r NOM. 13/16' LAMI IG GLASS W/ 5/16" LAMI 1/2" NOM. GLASS BITE STRUCTURAL POLYISOBUTYLENE WITH DESICCANT 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090' PVB INTERLAYER 3118' ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATED 7/16 LAMINATED GLASS 1/2" NOM. GLASS BITE EXT. GI &'1$ BUTYL & DESICCANT FOAM EXT. GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 3/18 ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/18' OR 1/4' AIR SPACE 1/8" OR 3118' ANNEALED OR TEMPERED GLASS 13/16' NOM. 13/18' LAMI IG GLASS W/ 7/16" LAMI GLASS TYPES: A. 5/18" LAMI - (1/8" A,.090" PVB, 1/8' A) B. 5/16" LAMI - (1/8" A,.090' PVB, 1/8' HS) C. 5/18' LAMI - (1/8" HS,.090" PVB, 1/8" HS) D. 7/18' LAMI - (3/16" A,.090" PVB, 3/16" A) E. 7/18" LAMI - (3/18" A,.090" PVB, 3/18" HS) F. 7/16' LAMI - (3/16" HS,.090" PVB, 3/16" HS) G. 13/18" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16' OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/18" LAMI 10 - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16' OR 1/4' SPACE, 7/16" LAMI - K. 13/16" LAMI IG -1 /8" OR 3/16" A (MIN.), 3/18" OR 1/4" SPACE, 7/16" LAMI L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16' OR 1/4" SPACE, 7/16" LAMI FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 'PVB" = KURARAY TROSIFOL• PVB INTERLAYER - (1/8" A,.090' PVB, 1/8" A) - (1/8" A,.090" PVB, 1/8" HS) (1/8" HS,.090" PVB, 1/84. WS)• • - (3/16' A,.090" PVB, 3M 6" A) - (3/16" A,.090", 3116" n • - (3/16" HS,.090", 3/16"f•. 5/16" NOM SILICONE KODISPACE 4SG TPS STRUCTURAL SILICONE 1/4" NOM. FOAM WRH DESICCANT EXT. GLASS INT, GLASS HOT -MELT BUTYL 3/18' NOM. INT. GLASS SUPER SPACER®NXTTM ALUMINUM REINFORCEMENT poi yisO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS DURASEAL® 87 SPACER DESICCANT FILL AREA — 5/16" NOM. SLICONE SEAL XL EDGE TM SPACER INT. GLASS Part# Description Material 85 Kommerhng 4SG TPS Spacer System See this Materifor Materials 86 Quanex Super Spacer nXT with Hot Melt Butyl 87 Quanex Durasee1 Spacer 88 Cardinal X. Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • # • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Mia Product Control 3/24/17: NEW SHEET 0 uac F0 t7 2 0 a um 4103 LL 0 N 0 rz x MU 9.0 apg A LYNN MILLER. P.E. P.E.# 58708 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 4100 • • • 000 • • 27 3/8" MAX. DLO --.- VENT 54 5/16" MAK DLO FIXED : .'�� mr.img fl r % ace'`' T xsyt_ X O X (- 110" MAX. WIDTH I.F. FRAME 111' MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) 33 9/16" MAX DLO FIXED 33 9/16' DLO VENT 57 3/8 MAX. DLO AU. FIXED LITES N, ti 56" 0 MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG.• • • • • • • • • • • • • • C 73" MAX. WIDTH I.F. FRAME 74' MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 27 3/8" MAX. DLO VENT 27 3/8' MAX. DLO FIXED I I 85 7/16" MAX. WIDTH I.F. FRAME-- .-I 86 7/16' MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL 63" MAX. FLANGE FRAME ALL CONFIG. • • • •• • • • •• • • • • F. FRAME FLANGE FRAME • • • • • • • • • • • • • • • • VIEW D-D • • • • • • • - • - • • • .• • • • • : : (FRAME C):tNER CONSTRUCTION) • • • • • • • - PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/2112021 BY Miami-Oa11o1 3/24N 7: NO CHANGES THIS SHEET. i Fe g rn 8 g ii z'I-$E mZ s nn0 co co K to z anei0 y z 0 a w w x 0 a EVAO w 0 zZ w•s 0 n lY 2 .rL and ri.s .011111 it,/ pN... Nei •,� ' NO.58705 (` Ay2IT : NNs A. LYNNAmLFA, P.E. PEA 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 EXTERIOR MAX. HEIGHT FLANGE FRAME MAX VENT DLO MAX FIXED DLO 0 1 0 INTERIOR aIV INTERIOR 0 MAX. VENT DLO EXTERIOR INTERIOR 0 MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME) SECTION B-B MAX, VENT DLO • (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) 32 MAX FIXED DLO —.4 —.— MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) !IuIjI!!III'r" II■I EXTERIOR 0 WTEI1oR•• • • • • • • • • • • • • • • • • • • • SILL... • • •. • • • ••• : • HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTIOh1,.1'F. FLAME;. • •. • (VER1IeA eSECTION, I.F. FRAME) SECTION C-C 0 0 0 0 PRODUCT REVISED •s aomplying with the Florida Building Code NOA-Ne. 17-0411.06 Expiration Date 12/21/2021 By Miam roduct Control J 321f17. NO CHANCES THIS SHEET. 8 N 0 •r.0 0 Da uJ W 0 tr 6 0 s z LL 06 w z z LL z 0 0 w y T 0 N M10 u_ 0 a 0.13 z 0 PE# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MIK DWG# REV DESCRIPTION MAIL PGT# 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CUP) 6063-T5 AL 612244 3 #8X 3/4 PIL PAN HEAD 7834AA 4 4053 SASH STOP COVER. (SASH STOP) 6063-T5 AL 6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 7 4137 SILL ADAPTOR 6063-T6AL 64137 8 4131 ROLLER TRACK 6063-T6AL 64131 10 71298 WEEP ROTE COVER POLYPROP. 71298 12 1626 ADHESIVEOPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANCE FRAMEJAMB 6063-T6AL 617775 14 4134 GASKET FOR MAINFRAME SILL JOINT 74134W /K 15 1155 #8 X 1.000QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 606E-T5 AL 64110G 17 4054 B FIXED MEETING RAIL 6063HD-TEAL 64054A 19 4066 W STP.,I87 X 230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSIP.,.250 X 270 BACK, FIN SEAL 616830 23 225-1 ROLLERHOUSINO&GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHI.2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEETING3RAL 6063HS•T6AL 64006 33 1235 W STP.,.170 X 270 BACK, PIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #BX.625 PH. FL SMS 7858 37 4126 SASH SIDE RAIL 6063-T5AL 64126 38 1683 W STP.,.250 X 270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X 275 67070K 40 LIFT RAIL COVERGAP 74078"C' LORR 41 4139 IF. FRAME HEAD 6063-T6AL 64139 42 4140 I.F. FRAME SILL 6063-T6 AL 64140 43 4141 IF. FRAME JAMB 6063-T6 AL 64141 50 GIAZINGSI ICONS, DOW 791, 899, 995 OR GE 7700 51 1224 VINYL G3AZINGBFADBULB (THICK) 6TP247W,K 52 1225 VINYL G IAZINGBEAD BULB (THIN) 6TP248K 53 4039 B G3AZINGBEAD- 5/16" 6063-T5 AL 64039B 54 4044 B (RAZINGBEAD - 5/16" W/CiR1LL ETT 6063-T5 AL 644703 55 4222 A GLAZINGBEAD-7/16" 6063-T5 AL 61777 56 985 C GIAZINGBEAD-7/16"W/CiILLKIT 6063-T5AL 6985 59 4067 C$AZINGBEAD- 13/16" 6063-T5 AL 64067 60 GLASS, 5/16" LAMI (1/8" A, .090PVB,1/8" A) 61 " 5/16" LAMI (U8" A, .090 PVB, 1/8" HS) 62 5/16" LAMI(1/8" HS, .090PVB, 1/8" HS) 63 " 7/16" LAMI (3/16' A, .090 PVB, 3/16' A) 64 " 7/16" LAMI (3/16' A, .090 PVB, 3/16' HS) 65 " 7/16"LAMI (3/16'HS, .090PVB,3/16'HS) ffPM DWG# REVI DESCRIPTION I MAIL 1 MID 66 CLASS, 13/16' LAMIIG1/8"A (MIN.), 3/8"AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 67 ' 13/16" LAMIIG1/8"A (MIN.), 3/8" AIRSPACE, 5/16" LAMI (1/8"A, .090 PVB, U8"HS) 68 " 13/16"LAMI IG1/8"A(MIN.),3/8" AIRSPACE, 5/16"LAMI (118`HS,.090PVB,1/8"HS) 69 " 13/16" LAMIIG3/16"A C .), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090PVB,1/8"A) 70 " 13/16" LAMIIG3/16'A (MIN.), 5/16" AIRSPACE, 5/16" LAM1(1/8"A, .090PV$1/8"HS) 71 13/16" LAMIIG3/16"A (MIN.), 5/16" AIR SPACE, 5/16' LAMI (U8"HS, .090PVB, 1/8"HS) 72 " 13/16" LAMIIGI/8"A (MIN.), 1/4" AIRSPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 73 " 13/16" LAMIIGI/8"A (MIN.), 1/4" AIRSPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 74 " 13/16" LAMI IG-1/8"A (MIN.), 1/4" AIRSPACE, 7/16" LAMI (3/16"HS, .090PVB, 3/16"HS) 75 " 13/16' LAMI1G3/16"A (MIN.), 3/16' AIR SPACE, 7/16" IAM1(3/16"A, .090PVB, 3/16"A) 76 " 13/16"LAMIIG3/16'A(MIN),3/16"AIRSPACE, 7/16"IAMI(3116'A,.090PVB,3/16"115) 13/16"LAMIIG3/16"A(MINI 3/16" AIR SPACE, 7/16"LAW (3/16"HS,.090PVB,3/16"HS) 3105-H14 AL 77 " 90 1014 SCREEN FRAME (110R. & VEIL) 91 1630 SCREEN CORNER KEY W/RINOS POLYPROP, 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCRE NSPRING ST.ST. 94 1624 SCREEN SPLINE- .135 DIA. FOAM FM PVC 95 1635 SCREEN SPUME -.135 DIA. HARD I34 PVC 96 SCREEN CLOTH 1 2.784 62 • • • • • • •• r 1 88+1• • • • • • • • • • • • • 43 : I•f• ER4 .IAMB • • • #414I 6663-T6 • •• ••• •• • • • •• • • • • • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • -"-- 2.710 2.624 .062 41 I.F. FRAME HEAD #4139, 6063-T6 .062 2.710 .F. FRAME SILL #4140,6063-TB 3.152 PRODUCT REVISED a5 can n wNh the Florida Building e NOA-No. 17-0411.06 Expiration [into 1112//21 /2021 OF N6ami-Dias Product Control J 3/24/17: a-LNOED GLAZING SILICONE. TO co co 0 to Z MTV a~i J 0 1 Ow LL O n ONO STO 0 ti X S MIL WOO .w 0011111u l' 00. * No. 58705 * 'gip• $ 6F7 �',, "ONAL A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1.C73 .062 1.173 2.710 -{ O FLANGE FRAME HEAD #4102A,606'3-T6 490 II 0 SASH STOP #4025, 6063-T5 F .349.-I 21 SASH TOP & BOTTOM RAIL #4105, 6063-75 .050 1.098 I O GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) 3. 1.T2-2 0 FLANGE FRAME SILL ���// #4136, 6063-T6 .437 O HORIZ. ROLLER TRACK #4131, 6083-T6 SASH MTG. RAIL #4006D, 8063HS-T6 �.050 I�rIP .678 1.096 I /i '.ice T GLAZING BEAD 7/16" #4222A, 6063-T5 52 37 0 FRAME SILL ADAPTER #4137, 6083-T6 kl .403-�1 17 FIXED MEETING RAIL #4054B, 6063HD-T6 k-1.291. SASH SIDE RAIL #4128,6063.75 • • 000 • • • • • •• • • • • • • • 050 •• • •,670•• •• • ���� �• • • • • • 1 11512_1-I �• • • • GLAZING BEAD, 7/16" #985C,600163-T5 ••• •• (usoiv(cirtI.KIT) ••• •••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • b- j 1.513 t r-040 t .738 O SASH STOP COVER #4053, 6063-T5 T 1.363 1 13 FLANGE FRAME JAMB #4002A,6063-T6 } .-- 2.784 -{ .062 .050 I .678 1.096 , i —T 053 GLAZING BEAD, 5/16" #4039B, 6063-T5 59 1.097 GLAZING BEAD, 13/16" #4067,6063-T5 PRODUCT REVISED as complying with th• Florida Building Cod• NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Miami-Dadts'Froduct Control j 3/24/17: NO CHANGES THIS SHEET. sl cc 'a COME z 0 8 0 A rsi v .141 DMO 0 zz MSS x Ott seD sees 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 04110 • • • 000 • • SEE ANCHOR r TABLE. SHEET 1 r • ix WOOD BUCK NOTE 1 to - SEE ANCHOR TABLE, SHEET 1 � r 1 /4" MAX. - SHIM SEE ANCHOR TABLE, SHEET 1 /4" MAX. SHIM SEE ANCHOR TABLE, SHEET 1 - SEE ANCHOR TABLE, SHEET 1 er SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR DETAIL A TABLE, SHEET 1 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 2x WOOD BUCK, NOTE 1 1 3/8" MIN. 1 3/8" MIN. SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 2x WOOD BUCK, NOTE 1 1x WOOD BUCK, NOTE 1 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS SEE ANCHOR TABLE, SHEET 1 SEE j ANCHOR] TABLE, SHEET 1 J 1/4" MAX\ SHIM \ SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 DETAIL C /4" I MAX. ---III SHIM SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 NOTES: 1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 2. FOR ATTACHMENT TO METAL: THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 4. 0.131" DIA. MIN. X 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & L INTERIOR (JAMB DETAILS E, F & I) EXTERIOR EXTERIOR INTERIOR (HEA & SILL DETAILS A, B, C, D, & H) SEE NOTE 4 SEE ANCHOR TABLE, SHEET 1 1/4" MAX. SHIM • • • • • 1341f+11N. •• • • • • •• • • • • • • •• • • • • SEE ANCHOR TABLE, SHEET 1 DETAIL D • • • • • �ql:. EMBED, • :;:• : DETAIL I (JAMB)• IL G (SILL) TYPICAL FLANGE FRAME SILL SECTIONS • • • •• • • • • • • •• •• •• • ••TYPICAL INTEGRAL FIN FRAME SECTIONS • • • • • • • -• 2-1/2" MIN. EMBEDMENT DETAIL H (HEAD) 5/8" MIN. EDGE 2-1/2' MIN. EMBED 5/8" MIN. EDGE 5/8' MIN. EDGE SEE NOTE 4 2x WOOD BUCK NOTE 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expimtlon Date 12/21/2021 By Mlam • Product Control 1 324/17: REVISED NOTES TO COMPLY WITH NEW ANCHORAGE. ADDED NOTE 4. 9 JENS ROSOWSKI .6a uwa x 0 o u- 0 PWs co 0 cc 2 "au w"s ,.‘` ONY ILYIN N�, No. 58705 A LYNN MILLER, P.E. PEA 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TABLE 5: Maxbnum Design Pressure, DP (pat) "'. •XOorOX Oaxell O,e I Olds type wtdtn HOP A, B, G. H C, D, E, F, I, J, K, L 37" +76.0 / -75.0 +75.0 / -75.0 4r +75.0 / -75.0 +75.0 / -75.0 53-118" +76.0 J -76.0 +750 / -75.0 60' 26' +75.01 -75.0 +75.0 / -75.0 50' ♦75.01.75.0 +75.0 / -76.0 77 +75.01-75.0 +76.01-75.0 74 +76.0 / -75.0 +75.0 / -76.0 37' +76.0175.0 +75.0! -75.0 48' +75.0 / -75.0 +75.0 / -7E0 53.1/5" +75.0 / -75.0 +75.0 / -75.0 60' 3r *76.01 -75.0 +75.0 / -75.0 87 +75.0/-75.0 +75.0/-75.0 72" +75.01.75.0 +75.0 / -75.0 74' +75.0 / -75.0 +75.0 / -76.0 m 3rt 4+75.0/ 75.0 i +75.0l -75.0 48' +75.0 / 76.0 +75.0 / -75.0 53.1/6' +75.0 / -76.0 +75.0 / -75.0 60' : 36.3I65 .75.0/75.0 +75.0 / 75.0 8r +75.0 / 76.0 +75.0 / -75.0 77 +75.0 / -76.0 «75.0 / -75.0 74• +75.0 / 75.0 +75.0 / 75.0 37" *75.0 / -75.0 +750 / -750 47 +75.0 ! 75.0 +75.0 / -76.0 53-1/8' +76.0/ 75.0 +75.0 / -75.0 80" 48' +75.0! 75.0 +75.0 / -76.0 O6' +75.0f 75.0 *75.0! 76.0 77 .75.0/-75.0 +75.0 / 75.0 74' +75.0! -76.0 +75.0/ -75.0 3T. r _ +75.0/-75.0 • +75.0/-75.0 48' -- +75.0/ -75.0 +75.0! -75.0 emir , "50-5/8" «759 / 750 +750 / 75.0 8r +75.0 / -75.0 +75.0 / 75.0 08" 0'- +75.0 / -750 +75.0 / -75.0 77 - +75.0 / -75.0 +75.0 / 75.0 -74 4 +75.0/.75.0. +75.0/-75.0 37' +75A/-75.0 +75.0/ 75.0 4r +75.0 / -75.0 +75.0 J -75.0 53-1/7 +75.0 / -75.0 +75.0 / 75.0 80' 54' +75.0 1-75.0 +76.0 / 75.0 fir +75.0 / -75.0 +75.0! 75.0 77 «75.0175.0 +75.0 / -75.0 74' +75.01-75.0 +75.0 / -75.0 37' +75.0I.75.0 +75.0 / 75.0 47 +76.0 / -75.0 +7501-75.0 53-1 /8' +75.0 / 75.0 +75.0 / 75.0 ere' 80 +75.0 / 75.0 +75.0 / -75.0 66' +74.2 / -74.2 +75.0 / -75.0 77 +60.6 / 460.8 +75.0/ -750 74 +88.1 / 466.1 +76.0 / -75.0 37' +75.0 / -76,0 +75.01 -76.0 48" +75.0 / -75.0 *75.0 / -76.0 5140.7 +75.0 / 76.0 +75.0 / -75.0 fir 83• +75.0 / -75.0 +75.0 / -75.0 88" +70.21.702 +76.0 / -75.0 72' +65.2 / 452 +750 / -75.0 74' +63.61 -03.8 +75.0 / -75.0 FOR ANCHORAGE SEE SHEET 9. TABLE 6: Maximum Design Pressure, DP (psf) XOX,1/3.1/3-113 Overall NM 0ara6 Height Glass Typo A, B, C, 0, H,I D, E, F. J, K. 48" 53-1/8" 60' 68• 74' 84 8&7lir 26" +00.01-00.0 +75.0 / -76.0 +60.0/4M.0 «75.0 / -76.0 + 80.0 7 40.0 475.0 / -75.0 460.0! 40.0 +75.0 / -75.0 + 60.0 / -60.0 +75.0 / -75.0 + 60.0 / 40.0 +76.0 / -76.0 +60.0 / 40.0 +75.0 / -75.0 4r 53-1/8' ef. 88' i4' 64' 66-7116" 36" +80.0 / 4M.0 +75.01-75.0 +60.0100.0 +75.0 / -75.0 460.0/4M.0 «76.0 / -759 +80.0/-00,0 +75.0 / -76.0 +60.0 / 480.0 +76.0/ -75.0 +60.0/40.0 +75.0175.0 440.0 / -60.0 +75.0 / 45.0 48• 53.118" 60' 88' 74' 84' 86-7/1r 3891r +60.0 / 40.0 +75.0 / -76.0 +00.0/60.0 +76.0 / 76.0 +60.0/40.0 +75.0! 76.0 +80.0 /.60.0 +75.0 / -75.0 +80.0 / -80.0 +75.0 / -75.0 +60.0/-60.0 +75.0 / -75.0 +80.0 / 40.0 +75.0/76.0 4r 53-1/8" 60' 8C 74' 84' 86.7/1r 48' +509 / 40.0 +75.0 / 75.0 +60.0 / -60.0 +76.0 / -76.0 +60.0 / 450.0 +75.0 / 76.0 «80.0 / 430.0 +75.01.75.0 +60.0/40.0 + 75.0 / -75.0 *80.0 t 410.0 +75,0 / -76.0 + 60.0/- 0.0 +75.0 / -75.0 4r 53-1/r Ore' 8r 74' $4" 60.6/r +60.0 / 4M.0 +75,0! -75A +50.0 / 4M.0 +75.0 / -75.0 480.0/-00.0 +75.0/-75.0 *60.0/430.0 +75.0 / -75.0 +80.0 /410.0 +75.0 / -75.0 +60.0/40.0 +75.0 / -75.0 +60.0140.0 +76.0/-75.0 4, 53.1/r 60' 137 74 sr 66-711r 54' +80.0 / -60.0 +75.0/-75.0 .eo.0 / 430.0 +75.0 / -75.0 +60.0 / -00.0 +75.0 / -75.0 +80.0/•50.0 +75.0/-75.0 «00.0I40.0 +75.0 / 76.0 +60.0 / -50.0 +76.0/-75.0 +M.0/-00.0 +75.0/75.0 4r 53-11r 60' sr 74' 84 867/1r 80' +50.0 / 4p.0 +75.0/769 +80.0 / 430.0 +76.0 75.0 *80.0/-60.0 +75.0/ -75.0 +60.0 / 40.0 +7501-75.0 +60.0l40.0 +76.0 / -76.0 *60.0 / -60.0 +75.0 f -75.0 +80.0 / 430.0 +750 / -75.0 47 5 -1/8' 8r -71r- 64' 66-7/1r 63' +60.0 / 4M.0 +75.01-75.0 +60.0/ 4M.0 +75.0 / 75.0 460.0 /-60.0 + 75.0 ! -75.0 *80.0/4M.0 +75.0 / -75.0 +60.0 / 4M.0 +75.0 / -75,0 +80.0 / 40,0 +75.0f-75.0 +60.0/4M.0 •750l-75.0 FOR ANCHORAGE SEE SHEET 10. TABLE 7: Maximum Design Pressure, DP (psf) XOX, 1/4 -1/2 - 1/4 0 881 0a011 Gus Typo Width FYtptd A, 0, O,H C,I D, E,F,J,KL 53-1/8' +eo.0 / -00.0 +60.0 / 40.0 +75.0 / -75.0 67 +80.0140.0 +80.0 / 40.0 +75.0 / -76.0 74' +60.0 / -60.0 +60.0 / -60.0 +75.0 / -75.0 84• 28' +60.0/-80.0 +80.0/40.0 +75.01-75.0 0r +60.0 / -60.0 +60.0 / 430.0 +750 /-75.0 1066/6" • +60.0 / 4600 460.0 / 40.0 +75.01-75.0 108- +80.0140.0 +600 / -60.0 +75.0 / -75.0 111' 480.01.80.0 +800/430.0 +750/-75.0 53.1/8* +80.0/4140 +80.0/410.0 +75.0/-75.0 50' +00.0 / -000 +600 / 409 +75.0 / -75.0 74• +60.0 / -80.0 +80.0 / 450.0 +75.0 / 75.0 84' +80.0 / 40.0 460.0 / 40.0 +75.0 / 75.0 06' re +604 / -00.0 +60.0 / •80.0 +76.0 /-75.0 106.3/6" +00.0 / -60.0 +60.0 / 430.0 +75.0 / 75.0 108' +60.0 / 40.0 +60.0 / 40.0 +75.0 / -75.0 111' +80.0 / 430.0 +00.01480.0 +75.0 / -75.0 63-1/8" +600 / 400 4000 / 40.0 +76.0 / -75.0 80' +60A / 410.0 40.0 / 410.0 +75.01750 74' +800/ 430.0 4600 /40.0 +750/ 78.0 8r +60.0 / . 0.0 +00.0 / 40.0 +750 / -75.0 0r 38318' +600/-000 4600/40.0 +75A/-75.0 106.3IB' +600/-00.0 +600/40.0 *750/-760 10r +600/40.0 +60.0/-00.0 +75.0/-75.0 111' +600 / 450.0 +60.0 / -0.0 *750 / 45.0 51115" +800 / 430.0 +60,0 / 430.0 +75.01-75.0 fiT *60.0/-00.0 +80.0/410.0 +75.0/-75.0 14' +600/40.0 +60.0/40.0 +75.01.75.0 84' mr +60.0 / 430.0 +60.0 / 430.0 +7501.75.0 Or +60A / -000 +60A / 430.0 .75.0/-75.0 1063fr +60.0/-00.0 +600/-80.0 +7501-75.0 tilt +60.0/-00.0 +600/40.0 +75.01-76.0 111• +60.0/-00.0 +60.0/40.0 +76.0/-76.0 53-1/8" +600 / -000 +60.0 / 4M.0 +75.0/-75.0 Mr +800/400.0 480.0/41M0 +75.0/ 75.0 74' +60.0 / 40.0 *60.0l -000 +75.0/-75.0 84 we6" +600/460.0 4400/410.0 *75.0/ 75.0 Or *00.0 / 460.0 +600 / 416.0 .75.0/ 75.0 IMMO' +60.0/430.0 *60.0/-60.0 +75.0/-750 10r +60.0 / 4300 +60.0 / 4i0.0 +75.0 / 75.0 111' *60.0 / 4100 +600 / AMA +75.0 / -750 slur +600 14.0 +M.01-00.0 .75.0/-75.0 60' +60.01 0.0 +60.0/-00.0 +750t75.0 74 *80.0/460.0 +60.0/490.0 +750/-75.0 84' +60.0/40.0 +60.0/4i0.0 +75.0/-75.0 or�' *00.0 / 40.0 460.0 / -000 +75.01-76.0 106316" *60.0 / 40.0 +60.0 / 4M.0 +7501-75.0 10r +60.0/430.0 +600/40.0 *750/ 75.0 111' +69A / 455 +80.0 / 4M.0 +750 / 75.0 53.1/6' +600 / 4M.0 460.01.80.0 +750 / 75.0 50• +60.01640 460.0140.0 +7501-75.0 __F_ +6001-00.0 AMA/40.0 +75.01.750 84 *80 0 / 4M.0 +50.0 / 4MA +750 / -7 .0 C • • 60" • • :serf 6 4 6.QQ/ 0 s7755,,QQ' 0 " ios4 i56.2/ t00.a/ 0 •a+75.,/-75.0 00--- • Or54.4/ •60.Q1-6P1e, '75.01•750 111' • one/ -sea *me 430,0 0750/-MO 53-1/81• •4 080.0143410 45E0 / -050 075111A76.0 80" +80.0/460.0 +60.0/40.0 +75.0/-75.0 74' +60.0 / -80.0 460.0 / 430.0 +750 / -75,0 84• 63, +60.0 / 40.0 +00.0 / 4M.0 +75.0 / -75.0 • • • +58.2/.08.2 440 / 410 444 I-76.q• 1Q63/�' • +524/ 5?s1 0/ 409 •756/ -760 I dOBy • +5t.7Y-01.7 •60.01/-60.0 •75.0/-7R0 I 111" • 050.01460.9 08068-0010 +76014,0 I FdIFtCH RAGE Sfrg §SHpEI T1. • GLASS TYPES: A. 5/18" LAMI - (1/8" A,.090" PVB, 1/8• A) B. 5/18' LAMI-(1/8"A.090" PVB, 1/8' HS) C. 5/16" LAMI -(1/8" HS,.090" PVB, 1/8" HS) D. 7/16" LAMI - (3/18" A,.090' PVB, 3/18" A) E. 7/16" LAMI - (3/16' A,.090" PVB, 3/16' HS) F. 7/16" LAMI - (3/18" HS,.090" PVB, 3/16' HS) G. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI - (1/8' A,.090" PVB, 1/8" A) H. 13/16' LAMI IG - 1/8" OR 3/18" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090" PVB, 1/8" HS) I. 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8' SPACE, 5/16" LAMI - (1/8" HS,.090" PVB, 1/8" HS) J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16' A,.090" PVB, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/18" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3/18" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" HS,.090" PVB, 3/16" HS) NOTES 1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1• FROM TABLE SIZE DIMENSIONS. 3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED as compl ngg with th0 FlorMa Building od• NO. -No- 17-0411.06 Expiration Date 12/21/2021 By Mlam et Control 1 3/24/17: UPDATED TABLE re 0 ENI OX 0 J O Z Lu�-3 S O u F z v oZ 1 0 O 0 6 4a MUM 0 0) w 0. z 0 02 W 0 rafj 0 N oA 6410 U- 0 CO as 7- x NIL sure • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 8: TABLE 8: Anchor OLan1IUes. XO orOX wth Oh1ss 'Noes A, B, 0,0, H & I Anchor Quantltlsa, X0 or OX with Ohms Types 0, E, F, J, K & L TABLE KEY: 0 X Chas" CTag" Anchor Bmup A Andla Chug 3 Anchor Gap C Owing Oaten Anchor Group A Anchor crop 5 Archer Group D I 1+C2+1 ( 3 I-r--ANCHOR QUANTITY PER JAMB 2W3 I10314 find & 6i1 Jamb Hied 6 Sd JmM Head & 60 Jamb WIdtI H6614 Heed & ea Jamb Head & SE .limb Head & SE Jamb 37" 1+C2+1 2 1+42+1 2 1+C2+1 2 3r 1+02+1 2 1+02+1 2 1+c2+1 2 HEAD AND SILL ANCHOR QUANTITIES 45" 1+C2.1 2 1+C2+1 2 1+C2+1 2 45' 1+02+1 2 1+C2+1 2 1+02+1 2 A CLUSTER OF (2) ANCHORS 53-1,eF 1+C2+1 2 1+C2+1 2 1+C2+1 2 53-VW 1+c2+1 2 1+C2+1 2 1+02+1 2 CENTERED ON THE MEETING RAIL 60' 2B' 1+c2+1 2 1.C2+1 2 1+C2+1 2 60' 26' 1`C2+1 2 1'42`1 2 1`+1 2 PLUS (1) ANCHOR AT OPERABLE PRODUCT REVISED OWOW2+1 2 i*C2*1 2 1+C2.1 2 1+Q*1 2 1•cz.t 2 +02c2*1 2 VENT AND FIXED SECTION. (4) as complying with the Florida 72' 2+41 2+2 2 1+C2+1' 2 1+C2+1 2 72' 2+02+2 2 1+02+1 2 1+C2+1 2 ANCHORS TOTAL AT HEAD AND SILL. Building Code 17-0411.06 74' 2.c2+2 2 1+C2+1 2 1+C2+1 2 74' 2+02+2 2 1+62+1 2 1+02.1 2 NOA-No. ' 33". - I.42+1 " 2'. ' 1+C2M': "'2'4 1+C2+1 2 37' 1*92+1 2 1+C2+1 2 1+C2+1 2 O.C. SPACING) Expiration Date 12/21/2021 45'- 1+12+1 2 1+C2+1 2 1+C2+1 2 45' 1+c2+1 2 1+C2+1 2 1+02+1 2 (4" MIN. ANCHOR 53-114 1+C2+1 2 1+(2+1' 2 1.02+1 2 93.1/6" 1+C2+1 2 1*C2+1 2 1+02+1 2 By Miami-D Product Control 637 _ '39' 1+C2✓1 2 1+C2+12 1+C2.1 2 6Cr 35' 1K72+1 2 1+52+1 2 1+C2+1 2 �-1 -18 3/4" MAX 50' 1+C2+1 2 1+(2+1 2 1+G2+7 2 bn' 1+C2+1 2 1+C2+1 2 1rC2+t 2 1 I I --.-II-.--4" MIN., 10-1/2" MAX. 2+C2+2 2 1+C2.1 2 1+C2.1 2 72" 2+C2+2 2 1+C2+1 2 1+C2+1 2 J,_ 1n•e+7.1 wnrrcn TAAi c R. 77' 2.C2+2 2 1+C2+1 2 1+C2.1 2 74' 2+C2+2 2 1+C2*1 2 1+C2+1 1 B" MAX.37 3+C2+1 2 1+C2+1 2 1*C2+1 2 9T 1+C2+1 2 1*C2+1 2 1+C2+1 2 WI MIMI 0 46' 1+0'+1 2 1+C2+1 2 1+C2.1 2 45' 1+C2.1 2 1•C2+1 2 1+C2+1 2 53118' 1+C2+1 2 1+C2+1 2 1+C2.1 2 war 1+C2+1 2 1+C2+1 2 1*C2*1 2 MTG. RAIL 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 COPYRIGHT 0 2017 POT W0USTRIE&. INC, ALL RIGHTS RESERVED c l 60" 35345" t.03.1 2 1+42+1 2 1+C2.1 2 50 3n-3f3' 1+C2+1 2 1+02+1 2 WC2+1 2 ea 1.L2+1 2 1+C2+1 2 1+C2+1 2 86' 1+C2+1 2 1+C2+1 2 1+C2+1 2 EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS 72' 2+C2*2 2 1*C2.1 2 1+C2+1 2 77 2+C2+2 2 1+C2+1 2 1+122+1 2 74' 2K2.2 2 1+t2+1 2 1+t2+1 2 74' 2+C2+2 2 1+C2+1 2 1+02+1 2 (SHOWN IN TABLE KEY ABOVE) 37' 1+C2.1 3 1.C2+1 3 1+C2+1 3 3r 1+432*1 3 1+C2+1 3 1+42+1 9 4S 1+C2+1 3 1+C2+1 3 1+C2+1 3 46" 1+22+1 3 1* 2*1 3 1+C2+1 3 531mi 1+C2*1 3 1+12+1 3 1*4:2+1 3 53.1/r 1+C2+1 3 1+C2+1 3 1.C2+1 3 eR 46" 1+C2+1 3 1+Q.1 3 1+C2.1 3 50' 4e' 1+122+1 3 1+02+1 3 1+02+1 3 e9' 1+12+1 3 1+C2+1 3 1+C2+1 3 66• 1+42+1 3 1+C2+1 3 1+C2+1 3 72• 2.72+2 3 1+C2*1 3 1+C2.1 3 72' 2* 2+2 3 1+02+1 3 1+C2*1 3 74' 2+C2+2 3 1+C2*1 3 1+0.1 3 74* 2*C2+2 3 1+02+1 3 1•C2+1 3 37 1+t2+1 3 1+C2*1 9 1+C2+1 3 37" 1*G2+1 3 1+62+1 3 1+C2+1 3 4a' 1+C2.1 3 1.r2.1 3 1+C2.1 3 48" 1*422+1 3 1+C2+1 3 1+02+1 3 53-115 142+1 3 1+C2+1 3 1+C2+1 3 53.1/8' 1*C2+1 3 1+02.1 3 1+02+1 3 6' 50515' 1+C2+1 3 1+C2+1 3 1*C2+1 3 60' 5041/6' 1+C2.1 3 1+C2+1 3 1+02+1 3 elf 1+0+1 3 1+(2+1 3 1+C2+1 3 66" 1+C3+1 3 1+C2*1 3 1+C2+1 3 72' 2+03*2 3 1+C2+1 3 1+62+1 3 77 2+C3+2 3 1+C2+1 3 1+C2+1 3 74' 2.C1+2 3 1+C2+1. 3 1.c2N 3 74' 2+C3+2 3 1+C2+1 3 1+C2+1 3 NOTES Sr 1+C2+1 3 1*(2+1 3 1+12+1 3 37' 1+C1.1 3 1+C2+1 3 1+02+1 3 4V :t+C2+1 3 1+C2+1 3 1+02+1 3 45' 10C2+1 3 1+C2+1 3 1+C2.1 3 / QUANTITIES ARE BASED ON THE 63-ya 1+C2+1 3 1.C2+1 3 1+C2.1 3 53.1mr 1*32+1 3 1+02+1 3 1+02+1 3 1) WINDOW DP ANCHOR DIMENSIONS: 50• 5r 1+c3+1 3 1+C2+1 3 1+02.1 3 60' 54" 1+C3+1 3 1+C 2+1 3 1*C2+1 3 FOLLOWING 5e' 1+C3.1 3 1+42+1 3 1.C2*1 3 55" 1*0+1 3 1+C2+1 3 1+C2+1 3 HEAD & SILL: 10 1/2' MAX. ON EACH SIDE OF 72" 2.12.+2 3 1+(2.3 3 1+C2.1 3 77 2+c3+2 3 1+C2+1 3 1+C2+1 3 MEETING RAIL CENTERLINE. 74' 2+C3.2 3 1+C2.1 3 1+C2.1 3 74" 2+C3+2 3 1.C2+1 2 1+02+1 3 18 3/4" MAX FROM CORNERS. 3 9T 1+C2+1 3 1.22+1 3 1+02+1 3 JAMBS: 8' MAX FROM CORNERS AND 221/2" - „b .peel 3r 4S t+C2+1 1+C3+1 3 3 1+C2+1 1+C2+1 9 3 1+C2+1 1.C2.1 3 4tr 1403+1 3 1+C2+1 3 1+C2.1 3 MAX O.C. 4,///b 63tter 1+G3+1 3 1*C2+1 3 1+r2+1 3 `\ttN,1 ,,� t1C ttT HQ+7 3 1+(2.1 9 1•C2*1 3 50' OP 1+03+1 3 1+C2+1 3 1+C2+1 3 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER �,�`�pN...LYNN,G ` 't ''• uCENSF ' sr t•ta+1 3 t+C2+1 9 1+ce.1 3 6e 1+03+1 = • • 1+C291 11` �E� • ♦ i • • • • WINDOW IN TABLE. �: .':, 72" 2+C3+2 3 1+12+1 3 1+C2+1 3 72" 2+C3+2 ' 1+02+1 • 3 • • 1+CZ+1 • 4 • • - '• p * No. 58705 74' 2.C3+2 3 1+C2+1 3 1+C2+1 3 74' 2+03+2 3 • 1+C246• • • 1+0e+i • 311 t • • 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN = ; 1• 37 1*c2+1 3 1+C2.1 3 1+C2+1 3 3r 1+02+1 3 • 1+C2.10 9 • •1K2.1 • •3.C3* T • • WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. • • • - : /, y 4a 1* +1 3 1+C2+1 3 1+C2+1 3 48 1.C3+1 3 1+ 2+•1• 3 J tit '• ; ' 53bS 1+CJ.1 3 1+Ct+t 3 HC2*1 3 es•t/5" 1+03+1 3 1+02+1 3 1+02+1 3 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS = 0 ST <l/�; .4%'.. e0 53" 1+Ci+1. 3 1+C2.1 3 1+C2+1 3 50' 63' 1+C3+1 3 1+C2.1 3 1+02.1 3 TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. F 'PIOtrH7A•. ••' ''i 5W 1• :3+1 3 1+C2+1 3 1.C2.1 3 55' 1+C2+1 • 5 r L+r +1 9 • 1+C2+1 3 • • BOTH THE DP AND ANCHOR QUANTITY REMAIN .0 NG� s�` 0NA4 E\tt 72 2.Gi+2 3 1+C2+1 3 1+02+1 3 77 2*C3+2• i '1Q+1 i •1+4+1 s 3 • • • • UNCHANGED. �// / i / 111 \ 74' 2.C3+2 3 1+C2*1 3 1+C2+1 3 74' 2*C3+2 • • t+C2N • i. .i s 3 • • • • 1 111 • • • or • • • • • 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. • • • • • • • • • • • A. LYNN MILLER P.E. P.E.555703 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • ••• • • TABLE 10: TABLE 11: Anchor Quanblles, XOX,113 -10 -1/3 with Gass Types A, S. C, G, H & 1 Anchor Quantities, XOX,1/3 -1R -1/3 with Glass Types D, E, F, J, K & L TABLE KEY: X O X o ..n 0,,,,l Anchor Group A Anchor Group 8 Anchor Group 4 owns D,.,s3 Anchor awp A Anchor Group s Anchor Grwp O dth Width Fhi•a hoed a Sn Jamb Head a 881 Jamb Paul a an Janie Width 1431011 a SDI Jamb ad & wSt Jamb nb FMad & Bin Jamb � 3 Imo -ANCHOR QUANTITY PER JAMB 49' 1+424142+1 2 1+C2+102+1 2 1+C2.1*C2*1 2 441" 102+102+1 2 1+C2+142+1 2 1+C2+102+1 2 53.1AT 1+02+1.02.1 2 14C2+1420 2 103*1+C2+1 2 53-1/8" 1442+1+42+1 2 1442+1+02+1 2 1.02+1+52+1 2 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3)ANCHORS CENTERED 87 1+12+1+42+1 2 1420142+1 2 1442+1+2231 2 130' 1+2+1*C2+1 2 1+42.142+1 2 1+42+142+1 2 Br 2e• 1442+1442*1 2 1+42+1+02+1 2 1+42+142+1 2 8r 28• 102+1.4241 2 102+142+1 2 1+02+14 2+1 2 ON EACH MEETING RAIL PLUS (1) PRODUCT REVISED 74 142+1+420 2 1+C20412+1 2 102+102+1 2 74' 144 2+1+C2+1 2 1*e2+14C2+1 2 1*42.1442+1 2 ANCHOR AT EACH OPERABLE VENT as complying with the Florida BuildingNo. 84' 1+42+1402+1 2 14C2+1+C2+1 2 1+C2+1+C2+1 2 84' 1+C2+1+C2+1 2 1+42+144241 2 1+42*1* 2+1 2 PLUS 1 ANCHORS AT FIXED SECTION. 17-0411.06 e s/1r 102+1+42+1 2 1+42+142+1 2 107+14241 2 887/18' 144200241 2 1+42.1+42.1 2 1+42+142+1 2 (9) ANCHORS TOTAL AT HEAD AND SILL. 4r 102+N4241 2 102.1*02+1 2 1.42+142+1 2 4r 102+102+1 2 142+1+4I+1 2 14C2+1+C241 2 Expiration oat 12/21/2021 smsir 1+42+1+0241 2 102.142+1 2 1*02+1+02+1 2 93-UB• 1*C2*1+C2+1 2 102+10241 2 1442+1442+1 2 (4" MIN. O.C. ANCHOR SPACING) By Br 1442+102+1 2 1.522+102.1 2 102+/442.1 2 80' 14C24102+1 2 1+02.142+1 2 1+02+142+1 2 Miami-0 a Product Control Br 9r 1+42+102+1 2 1+02+1+52+1 2 1+430020 2 ar 3r 1+42+1+420 2 102*1+42+1 2 142+10241 2 25 3/4" MAX. 74" 1*C2*1+C2*1 2 1+C2+14C2.1 2 1+C2+14C2+1 2 7r 1+52+1+C2+1 2 14C2+14C2+1 2 14C2+1+C2+1 2 r 1 84• 14C2+1*C231 2 1+C2+14C2+1 2 1+C2+i+C2.1 2 84' 1+C2+1442+1 2 14C2+14C2+1 2 14C2+14C2+1 2 --..-1 �-'4" MIN., 10-1/2" MAX. 6 3/24/17: UPDATED TASIS & 8&7Hr 14C2+14C2+1 2 1+C2+1.02*1 2 1+C2+1+C2+1 2 88.7Nr 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+02+1.C241 2 l 1 1 1 1 1 1 ELEVATION 43' 142+142.1 2 102+142+1 2 102+142+1 2 4r 142+142+1 2 1+0241+420 2 142+102+1 2 9" MAX. X O X 0SVB' 1+02+142+1 2 1+42+1.42+1 2 1+420020 2 53-/8' 1*02+142+1 2 142+1+42+1 2 142.10241 2 �� / 80' 14C2+1+C241 2 1+C2+1+42+1 2 1.42+1+C2+1 2 BG' 1+C2+14C2+1 2 1.C2+1*C241 2 14C2.14C2+1 2 ',J._ _' t 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 ,9286 COPYRIOHTU2017 PET INDUSTRIES. IRE ALL RIRRS RESERVED eV 383/0" 102+1+4241 2 1424142+1 2 1+42+10241 2 641F 363/8' 1+42+1+4241 2 1442002*1 2 14(2+102.1 2 74• 1442+102+1 2 1+42+1+42+1 2 1+42+1+C241 2 74' 102+102+1 2 1+424102.1 2 142+14241 2 MTG. RAIL, TYP.- 84- 1+52+10241 2 142+141+1 2 142+142.1 2 84' 1.02+1+02+1 2 142+1+2*1 2 1+42+1.02+1 2 AMPLE W/ OF ANCHORS 6 -7/1r 1*12+1+C2+1 2 1+C2+1+C3+1 2 1+C2+1+C2+1 2 88.7/1r 1+C2+14C2*1 2 1+42+1+C2+1 2 1+C24i.C2+1 2 CLUSTER QTY. (3) 4r 102+1442+1 3 1402+102+1 9 1+42+1*02+1 3 48. 1442.142+1 3 1*42+1+C2+1 3 102+1+42+1 3 (SHOWN IN TABLE KEY ABOVE) 53.1/8' 1+42+1+42+1 3 102+142+1 3 1412+1+02+1 3 83.1/8' 142+1+42*1 3 102.14241 3 102.1442+1 3 60' 142+102+1 3 102N.42+1 3 142+1+C2*1 3 80" 1+C2+102+1 9 1+02+1+42+1 3 1022+142+1 9 8r 4r 1+42+1+42+1 3 142+102+1 3 142+142+1 3 88' Cr 102+142.1 3 142+102+1 3 142+102+1 3 74' 4+43+142+1 3 1+02*142+1 3 143+10241 3 74• 142+142+1 8 1442+102+1 3 1+42+142+1 1 64* 102+102+1 9 1* 2+140241 3 102+1+02+1 3 84' 1+02+1K2+1 3 102+102+1 3 102+1*12+1 3 88.7/1r 142+10241 3 142+102+1 9 142+1+42+1 3 e6.7/18' 1+42+102+1 9 1+C20+42+1 3 142+102+1 3 4r 103*102*1 3 142+1+42+1 3 1+42+1+02+1 9 48' 102042.1 3 1+43+1+42+1 3 102+1442+1 3 0-1/0" 102+1442+1 9 142+1+42.1 9 1+02+1+02+1 3 83.1/8' 102+1+42+1 9 142+1+42+1 9 1*02+1.42*1 9 6r 1+42+142+1 3 1+42+1442+1 3 1+52+1+02+1 9 8' 1+42+1+42+1 3 102.142+1 3 14C2+1+02.1 3 Br smmr 102+1+02+1 3 102+102+1 3 10241+42+1 3 8r 505/V 1+42+142+1 3 3+52+1+42+1 3 1+42+1020 3 74' 1+42+1+42+1 3 142+1+42+1 3 1+42.1.4241 9 74' 1+42+1+52+1 3 102.1.42+1 3 102+144241 3 sr 142+1+42+1 3 1+02.102+1 3 1+42+142+1 3 64 1+02+102+1 3 142+102+1 3 102+142+1 3 86-711e• 1+42+142+1 3 1+024102*1 3 102+1+42+1 9 88.7nr 102+1+42+1 3 102+142+1 3 142+1+G2+1 3 NOTES 48. 142+142+1 3 1+02*1+02+1 3 102+142+1 3 48 1402.1+02*1 3 142.102+1 3 1+02+10241 3 as1+r 102+102+1 3 102+1*02+1 3 1+42+102+1 9 eaur 1420+42+1 3 1+42.142+1 3 1+02.142+1 9 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE eP 1024142+1 3 102+1402+1 3 1+42+102+1 3 8r 1+02+1+02+1 3 1442+102+1 3 142+1+02+1 3 FOLLOWING DIMENSIONS: er 64• 1+132+1*02+1 3 142+142+1 3 102+142+1 3 Br 34' 1♦0241*42+1 3 14420+42+1 3 102+1*42*1 3 HEAD & SILL: 10 1/2" MAX ON EACH SIDE OF 74• 1+C2+1+C2*1 3 1*432+1*G2+1 3 1+02+142*1 3 74' 1+52+14C2+1 3 1+42+142+1 3 1402+142+1 3 MEETING RAIL CENTERLINE. 84' 1402+102+1 3 1+02+1+12+1 9 1+42+1+42+1 3 84' 140341+03+1 3 1442+102+1 3 142+102*1 3 25 3/4" MAX FROM CORNERS. an 3 1.c2+1+c2.1 3 1*c20.02+1 3 ee•7nr +c 13+1+c3+1 3 1+C2+1+02+1 3 1+C2+14C2+1 9 me a ser 102+1+c2+1 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" aset 4r 102+142+1 3 142+1+02.1 3 102.1+02+1 3 4r 1+62+1 K2+1 3 102+102+1 3 102*14 2+1 3 MAX. O.C. 83•118' 1402+1402+1 3 10241+0241 3 1+42*1*42*1 3 53.1/1° 1+02.141.1 3 1+02*102+1 3 1.42+142+1 3 w' 1402*1+C2+1 9 14c2+1+cz+1 9 14c2+1+c3+1 3 e1T 1+52+1442.1 3 1+12+1+42+1 3 1+C2*1.C2+1 3 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER 41111111111)+// LYN/y '.,, sr sr 1*C2+1+C241 3 1*cz414c 2+1 3 14c2+1+c2+1 3 68" 80' 1+02+1+�y 41, 4+Cy14c2+1 • 1.s2+yC2.1 • • WINDOW IN TABLE. ,.`N ONY s\ 't�+ • .. '�/ '' 74• 14C2+14C2+1 3 140241+42+1 3 1+C2+1+C2+1 3 74' 1+C8*1803+1 3 •.0 1*R41 1 3. 1+h2+1C2+I 3 - , •. VGEN,y+.• ..<, eP 1*C2*1*c2+1 3 142+1+42+1 3 102+102.1 3 eP 1+03+lI1 *1 3 • =+c24114.1: 3*0.1+ +12c2 t'a 3 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN• Nlo 681/1r 1+C2+1+4241 9 1+C2.1+C3+1 3 1+42+1+C2+1 3 M-7/1r 1+C3+1+C2 3 •+02j1*1 *1 • 3 • 1+&2+1•C341 • WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. r .58705 1: 4r 1+C2+1*C2+1 9 14o2414C2*l 3 14C2*14c2+1 3 4r 1+02+1•sa41 4141 NC2*88 *1 • 1+•241•r1+• • 3 _ . -_-_-,3 1 `t 53-Vr 1+C241+02+1 9 1+02+1+C2+1 3 1+C2+1+42.1 9 53-1/8' 1+C2+1*C3+1 3 14CJ+1+C2*1 3 14C241+42+1 3 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS ' A 1,414-7:14,z, er 1+C1+1+C2+1 S 14(3+14C2+1 9 1+C2+1+C2+1 3 8r 1+C2414C2+1 9 1+C2.1+O2+1 3 t.C2*1+(241 3 TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. •-.:4� T •. ea' 82 1.02*1+C2*1 3 1+020442.1 3 1+(2+14C241 3 MI' S6• 1+C3+1+C3+1 3 1*C1+1+02+1 3 i+C2+'HC2.1 3 BOTH THE DP AND ANCHOR QUANTITY REMAIN :,/FS+S•• 7C 14C241+C2.1 3 i+c2*14C2+1 3 1+c2.14C2*1 3 7r t+C>/1*CSA1 • • 1.02.104241 ! 1+C241+i3+1 9 s• UNCHANGED. .' '...••G\�`` ��+�/O 84' 1+f2+1+C2+1 3 1K3M*C2+1 3 102+14C241 3 64• 1+�'3 :01H.1 : 3 1+C2114 5+1 : 3 : 1442+1£42+t ! • �•`` 88-7nr 1+c3+1+03*1 3 1*02*1.C24.1 3 1+172*1.62+1 3 88.7/17 1+C •1+C3+1 • 3 +.e2.1•C2+1 • 3 • 1+�1+1*Cs+1 lb • 5) SEE GI A•RS TYPE DESCRIPTIONS ON SHEET 2. r i i i i F A. LYNN MILLER. P.E • • •• • • ♦ • a< • • - - • • • • • • • . P.E658705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 12: TABLE 13: Anchor CuanStln, XOX, 114. 12 -114 with Gles* Typos A, a, 0, 0,H a I Anchor GuEntitles, XOX, 1/4 -10 -114 with Class Types 0,E,F,J,K& L TABLE KEY: 1,Tnra3 Our/ Anchor Gimp A Anchor Mo pa Mahar Group C Orend 0.erae Maher Gimp A Anchor Group 8 AnohorBag C X O X WAXHdtjd 14ad t 811 Ja16 Head & ell Jamb Had & 801 Jamb width He4Ad Had & 810 .Ymb lead & MI Jamb Head & 8111 Jamb - - 53-1/8' 1+C2+1+82+1 2 1+C3+1+ .1 2 1402+1+02+1 2 3111r 102+1*C20 2 1+52002+1 2 1+02+1+020 2 1+C2+2+C2+1 13 H-ANCHOR QUANTITY PER JAMB eT 1.C1.1.C2.1 2 1+432.1+C2.1 2 1+C2.1+C2+1 2 6T 1+C2+1+C2+1 2 1+C2.1+1:21.1 2 1. 2+i.C2.l 2 74 14.12+14C2+1 2 1*C2«1+C241 2 1«C2+1+01«1 2 74• 1032+2020 2 102+102.1 2 102+1*4 +1 2 HEAD AND SILL ANCHOR QUANTITIES --M-7- 102424020 2 102+1+52+1 2 102+102+1 2 04' 102+2082+1 2 102+1+02+1 2 1+2+1+92+1 2 sr $ 1+02420320 2 1+C2+1+0241 2 1.C2.1+C2+1 2 -If-26• 1+C2*2+4 +1 2 1+42+2+02+1 2 1+12.14C2+ 2 A CLUSTER OF (2) ANCHORS CENTERED i0e3/r ,.02420310 2 102001+1 2 1+22.102+1 2 lasara' 103+202+1 2 102+202+1 2 1+02+102+ 2 ON EACH MEETING RAIL PLUS (1) PRODUCT REVISED toe' 1+0242020 1 1452+103+1 2 1+02+1+02+1 2 10*-- 102+2+02+1 2 1024242+1 2 102+1+2+ 2 ANCHOR AT EACH OPERABLE VENT as Complying with the Florida 111' 1+02+2+02+1 2 102+1+02♦1 2 102+102+1 2 -11 - 102+2+ 0 2 1+02+202+1 2 102+1020 2 Building Coda 63-1/r 1+0241+2+1 2 1.C2+102+1 1 1*t2+1+C2+1 2 63-1/r 1+02+1022+1 2 1+C2+1+02+1 2 102*1+02+1 2 2 PLUS () ANCHORS AT FIXED SECTION. NOA-No. 17-0411.06 - 10241032+1 2 1+02+1+ +1 2 1+2+102+1 2 97 102+102+1 2 1082+1+C2+1 2 1452+102. 1 (8) ANCHORS TOTAL AT HEAD AND SILL -7,7-- 1+02+102+1 1 1+52+102+1 2 14520+82+1 2 74. 10242*02+1 2 1*12+1*C20 2 1+2+102+ 2 Expiration Date 12/21/2021 6a• t*C2*2.C2.i 2 1+C2+i+c1.1 2 t.Ca•t+C2*t 2 'S4' tKa.2+C2+1 2 t+C2«t+cx«t 2 1452a1457+1 2 (4" MIN. O.C. ANCHOR SPACING) ----- By se �•R• 1+52.2+22.1 2 102.102+1 2 102+102+1 2 or 102+202•1 2 102+2+020 2 102+1 02+t 2 ..---------- Miami-0 moor moor 11 2+2+t2*1 2 1+C2+2.C2+1 2 1+C2+1+02+1 2 wear 1*C2+3.C2+1 2 1+Ca+2+02+1 2 1K2*2+C2.1 2 roduet Control 10r 1+02+202+1 2 1+22+202+1 2 102+102+1 2 103' 1+52+2+02+1 2 102+202.1 2 1*32+202+1 2 1 25 3/4" MAX. lir 102420C2+1 2 1*512+2402+1 2 102414 2+1 2 111. 1+C2.3*22+1 2 1+C2+202+1 2 1.02+202+1 2 1 �4 53.1/r C2 1+C2+1+.1 2 102+1Ha+1 2 1+C2+1+02+1 2 6b1/r 1+C2.1.C2+1 1 1.C2♦1«C2+1 2 1«C2.1*CS*1 2 ,1 "1 f'-�" MIN., 10-1i2" MAX (r 3/24/17: UPDATED TABLE B. ELEVATION. Or1*C2+1*02+1 2 1+02+1+C2+1 2 1+02.1+Q+1 2 or I+C2+1+C2+1 2 1+02+14 241 2 1+C2+102+1 2 J� 1 1 1 1 1 1 3 1 y 74' 1+CZ+t+C2+1 2 1.C2+1+C2+1 2 1+C20+02+1 2 74' 1+t24202+1 2 1.C2.1+02+1 2 1*C2+1+t2+1 2 9' X O X dl µ• 1.3242+C2+1 2 HC2+1+02+1 2 1+f2+1+020 2 a4" 1«C3.2+02+1 2 1.C2+1+020 2 1.02+I+C2.1 2 "' __ - Or 3a,'r 102424520 2 1+C2+102+1 2 1*C1+1*C2+1 2 µ' O, 1+52+2+22+1 2 1+02+202+1 2 102+102.1 1 1. I t1163'r 1+02424520 2 1*C2+2*Q+l 1 1+C2+1*f2+1 2 1083/r t*C2+3+C2+1 1 1.C2+2+C2+1 2 1+C2*2+Q.1 2 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIG r 2317 PGT MOUSTRes. IlC ALL RIGHTS RESERVED ALUM. HORIZONTAL ROLLER, IMPACT $I 03/22/OE lid JENS ROSOWSKI = 1Or 1+02.2+02+1 2 102.202+1 2 102+1+C2+1 2 10e' 102+302+1 2 102+202*I 2 1+02+202+1 2 MTG. RAIL, TYP.- NN it r 1+02+20 2+1 2 l.0 +202+1 2 102+107+1 2 111' 1+02+3+02+1 2 1+02+202+1 2 1+2+202+1 2 831J8' 1+02+1+01*1 3 1.C2.102+1 3 1020 C2+1 3 33-1/9" 1+02+1+C2+1 3 4032.1+02+1 3 1+420+52.1 3 EXAMPLE CLUSTER W/ QTY. OO' 1.CJ+i+Ca.1 3 i+02+102.1 3 1+02.1+C2.1 a 00' 1*C2.1+C2+1 3 1+C2+1+C2+1 3 1*C2.1*12.1 3 0 74" 1+02+102+1 3 1+12+102+1 •3 102*103+1 3 74' 1+C2+2+52+1 3 1452+102+1 3 102+1 2+1 3 OF (2) ANCHORS r µ' 1+02+2+02+1 3 1+02+1+52+1 3 1+02+1+52+1 3 µ' 1+02+2+02+1 3 1020+01*1 3 1*02+1.12.1 3 CV or 1*02.2+1:2+1 3 1+12+2+02+1 3 1.02+1+02+1 a ar 1+02.3072+1 3 102+2+52+1 3 1+02+102+1 3 (SHOWN IN TABLE KEY ABOVE) 1053/0• 1+32.3+52+1 3 1+02+2+02+1 3 102+1+C2+1 3 10ea0' 1+02+302+1 8 1032+2*0+1 3 102+202+1 3 108' 102+3+C1+1 3 102+202+1 3 1+52+102+1 b far 102*3+52+1 3 102+2+02+1 3 102+2020 3 111* 1+182*3+32+1 3 1+02+202+1 3 1+020+01.1 3 111' 102+302+1 3 1+C2 1+C2+1 3 1+02+2002+1 3 ANCH. QTY., XOX-1/4-1/2-1/4 1w 031M 1*02+1*52+1 3 1*2+1402+1 3 1+02002+1 3 63.1N• 1+C2+1+02+1 3 1+02+1+C2*1 3 I+C4+1+C2+1 3 6542 8R 1*C2+1*C2+1 3 1+C2+1+132+1 3 1+C2+1+C2*1 3 Or 102+102+1 3 102+102*1 3 102+102+1 3 _ 74' 1*0+1+C3+1 3 1*C2+1.02.1 3 1+C241+C2*1 3 74' 1.22.2*01+1 3 14.C2+1+C2.1 3 1•C2.1. 2+1 3 lL µ' 00.681' 1*02+2+02+1 3 t+C2+1+C2+t 3 1+C2*1+C2+1 3 µ' r 1+CZ+Z+C2+1 3 1.C1+1+C2*1 3 1•C2+f+C2.1 3 0 /r' 1.52+202*1 3 102.2.2+1 3 1*12+1+02*1 3 or 1+2+202+1 3 1+02+2+02+1 3 1+03+1082+1 3 106316' 1+024302+1 3 102.202+1 3 102+102+1 3 106381' 102+3033 +1 3 1+0002+1 3 1+02+2+42+1 3 for 1024303+1 3 102+202+1 3 1+52+102+1 3 10r 1+03+3403+1 3 1+02+2+02+1 3 1.0+2+02+4 3 PM" 111' 102+802+1 3 102+202+1 3 10 2+2+02+1 3 111' 1+01+3+03+1 3 102.201+1 3 102+2032.1 3 93 534Ar 1+52+102+1 3 102+1*0*1 3 1+02+1+02+1 3 ea-Vr 1+02+102+1 3 102+102+1 3 1+02+102+1 3 NOTES 5 I- Cr 1 02+102.1 3 1+02+1+52+1 3 102+102+1 3 eT 102+1082+1 3 102+1+02+1 3 1*02+1+ 2+1 3 Z TM 1.02+1*02.1 3 1+C2+1+24+1 3 1.02+1+20 3 74• 1+42.2.02.1 3 102+102+1 3 1+02+1+02+1 3 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE 41,401 64. 1+02.2+C2+1 3 1+02+1+02+1 3 1+C2+1.0241 3 64 64' 1+42+2*23*1 3 1*C2+1+C2+1 3 1+C2+I+C2.i 3 FOLLOWING DIMENSIONS: 6S Sc 1+22+2+22+1 3 1+02+2.22+1 3 1+32+1+02+1 3 er 1+01.3403.1 3 1+132+2.(92+1 3 1+0241020 3 HEAD & SILL 10 12" MAX ON EACH SIDE OF o 10631r 1*Ch3+C2+1 3 t.C2+2+G2+1 3 1+ 2+1+02+1 3 f06,M' 1+C3.3+03+1 3 1+01+2+02+1 3 1+02+2+C2+1 a MEETING RAIL CENTERLINE. f i for 1+C2.3.C2+1 3 1+02+2w2+1 3 1*p+1+C2+1 3 163. 1+C3.3+03+1 3 1.Ca+2.C2+1 3 1*C2+2+c2*1 3 tr _ 111• 1+42+3.C2+1 2 1+C2+2+0+1 3 1*Q*2.C2+I 3 111' 1*C3+3+4:731.1 3 1+12*2+1:3+1 3 1+0*2*0*i 3 25 3/4" MAX. FROM CORNERS. 53.vr 1+52+102+1 3 1+01+1+02*1 3 1+02++1+02+1 3 63.1ir 1+42+1+ 2+1 3 1+02+1+02+1 a 1+02+102+1 3 JAMBS: 9" MAX. FROM CORNERS AND 2212" q2 3053 4rt•B 00' 1+12+1+02.1 3 1+02+1+02+1 3 102+1020 3 8T 1M2.1+02+1 3 1+132+1*122*1 3 1+0241+0+1 3 MAX. O.C. JJ''% 64'' 1+cs.2+c1.1 3 102.1w2+1 3 102.102+1 3 64• scr 1+C3.2053.1 3 1+01+1+C1+1 3 1+c2*14e2+1 3 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER •`` -.4 Y1LYN M •01014 /*2*C2«2 +1 • • WINDOW IN TABLE. :�%.r,`Ct!V. !11��l!�--�% 706,1r 1+23*3.ca.t 3 t*Ct+1+C2«i 3 1*C2+t+G2+1 3 106,/r 1+Cb+a+12+t 3� e�* 0 i B� for 103+203+1 a 1+c2+202+1 3 1.C2+1.C2+1 3 10r 1*C3.3.p+1 3 4.02.2.C�+j , *Csp 00 • • 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN VP 11T' 103+303+1 3 102+202+1 3 102+2*0+1 3 111' 102+3*C3+1 3 10112.202*13 • 603411+1791 ! • • WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. •' * : N0' 88705 •' Bs1/r 1+02+1+02+1 3 1+02+1+22+1 3 102+1.C3*1 3 s3-1/r 1+02.1Ha+1 a • A.02+1•00.S 3 i •12+1*t2.1 01 0 • • - : /� * : 8T • 1.02*1. 2*1 3 1+0*1.C2+1 3 1.C2*1+02+1 3 60' 1+C3+1+03+1 3 1*02.1+02+1 3 1.C2+I+02+1 3 4) • •0 :(A - 74' 1*C2*1+G2*1 3 102+102+1 3 1+1a.1+0*1 3 74' 103+2*C3+1 3 1*02+1+C2+1 3 1*CZ.1+12+1 3 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS 11 l�:,,,Cr •' ar 1.03.2.03+1 3 1.C2.1+ta+1 a 1.G2.1*Ca.t 3 /4' t.C3*2.C3.1 3 t+ta*1*c2.1 3 1.t2.1.C2.1 3 TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. V STATE 0 . T '•. �!/� 6r 1+034+03+1 3 1+12+2.c2+1 3 1+132.1w2*1 3 er 1.Cb.3+C3+1 G 11�2�2+1 3 •1+Cz*1.112+1 3 • • BOTH THE DP AND ANCHOR QUANTITY REMAIN tt` '20RIOP.••' C %,tss •........ G,. t0� 341.220 • • • • NCHANGED. ''i/,,ONALIE��`• 13rr 1*C3*3.a1*1 3 1+02+2+02+1 3 1+Ch1++C2+1 3 1+23.3+03.1 0 30 1+f2•2+C2+1 V 1+1+0 • • /ir 1+C3.3+C3+1 3 1+c2+a«r2+1 3 1.cx.z.Ca.1 3 111' 1+C3+3+C3.1 ell • 1+02�24C2+? 1 1+� i • • • • •�) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A. LYNN BILLER, P.E. • • • ■ • • • P.EA 58708 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules 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 Gode,.including the High Velocity Hurricane Zone, — 'DESCRIPTION: Series "P.W-701/720/820" Aluminum Fixed Window L.MJ APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Gn lines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by. htanufacttitei' signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product'Confrol R�JSis stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Toe►nMy Product'Control • Section. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy and regulations governing the use of construction MISSILE IMPACT RATING: Large and Small Missile Impact Resistant . • • • • • .... LABELING: Each unit shall bear a permanent label with the manufacturer's name ar logo,' city; state, model/series, and following statement: "Miami -Dade County Product Control Appigv.ic", unless otherwise noted herein. •• •• • • RENEWAL of this NOA shall be considered after a renewal application has beep filed•and there has been no change in the applicable building code negatively affecting the performance of thfs"prdduct.. • • . • . • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, F.E. /(f Ur//7 NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •• • • • • 2) Uniform Static Air Pressure Test, Loading tier F$C, TAS102-94 3) Water Resistance Test, per FBC, TAS 202-94' ' • •' • 4) Large Missile Impact Test per FBC, TAS 20144. 5) Cyclic Wind Pressure Loading per FBC, TAS•203-94 •... 6) Forced Entry Test, per FBC 2411.3.2.1, and PAS 202-94 • • • • along with marked -up drawings and installation diagram of an'aiuirliiium window, prepared by Fenestration Testing Laboratory, Inc., Teaksport No '.6' FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brins5n,:P.E.. . (Submitted under NOA No. 13-0502.03) • • • . •. • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • ' .• .'. 2) Uniform Static Air Pressure Test, Loading per FBC, TA1'202-94 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 an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) orge M. Plasencia, P.E. Pr t 'uct Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tn Edition (2014) and FBC-6thh Edition (201'7), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal GoAtt4, Setting Blocks, and Spacers with Option II exceptions. ...• • • • • • •• • • b) ASTM D412 Standard Test Methods for Vulcanized Rubbe agd.Thentl4 4Stic • Elastomers—Tension of 1600 PSI. • c) ASTM D395B Test Methods for Rubber Property---ComprASt Set fot'22FRS • .... .... 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventioua?u1caniiQd$a ybber and Thermoplastic Elastomers of 143 lb/ in. • .. . . E-2 . • • .• . . • .. • .• • . . . Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-6" Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Sarre'S;PW- 701/720/820" Aluminum Fixed Window— L.M.I." approved on 08h}4/16 and'expiring on 02/19/19. • • • •• . • . • . .... ..•. . . .. .. . . . . . . . . . . .. . • • .• • • • •. .•• • . • • . • . • . • • . • . • Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-3 GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING COOS, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQURED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3)'FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.' MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. K51 PER ANCHOR TYPE. `r 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED '4 1X INSTALLATIONS. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ` ARE 1-1/2° THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONS'BILITY 12. MAX OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). OC. 5)ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL 8E DONE BY OTHERS AND IS BEYOND THE SCOPE 1 OF THESE INSTRUCTIONS. 8) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WEIDOW. 48' TIP -TO -TIP WIDTH 47" BUCK WIDTH 44.1/4" VISIBLE LIGHT WIDTH I—►B,,SHEET 9� 6" MAX. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASS. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850 & 7212: ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSUAF&PA NDS-2015 FOR W000 CONSTRUCTION •ALUMINUM DESIGN MANUAL ADM-2015 DAIS! S100-12 •AISC 360-10 1 -Ft I'I, 6"MAX. SHEET .6' TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES 1 ELEVATIONS 1 GLAZING DETAILS 2-6 DESIGN PRESSURES 2-5 INSTALLATION, FLANGE 6 INSTALLATION, EQUAL -LEG7 INSTALLATION, INT. FIN A INSTALLATION, INT. FIN B 9 CORNER ASSEMBLY 10 EXTRUSION PROFILES 11 PARTS LIST 11 TABLE 1: 12' O.C. MAX. 2 6" MAX. 1 FIGURE 1: MAX N E112' 0.C. 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT \MOTH D, SHEET 7 ' �D SHEET 7 DESIGN PRESSURE RATING IMPACT RATING VARIES. SEE SHEETS 2-5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 6" MAX. C SHEET 7 96' BUCK HEIGHT 93- /4" VISIBLE LIGHT HEIGHT E, SHEET 8 G, SHEET 9 5" MAX. O.C. �— 12" MAX. O.C. 2' MAX. TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT) PIP* 2 3 4 5 8 • • De.e/ptbn • • •• • • • 7/16' Laml (3/16" An-.090" PO 3/1 • • • • • 7/16" Lams (3/16" HS - .097•Pwr- 3/jo' •••�� •, 1-1/18' Laml. IG (3/18" T - 7/18' Air - 3/16' An - .01H1'�VB - g/16" Hal 1-1/18" Laml. IG (3/16" T - 7/16- Alr - 3/16" HS - .090" PVB - 3/16" HS) 7/16° Laml (3/16" An - .090' SG - 3/16' An) BUCK HEIGHT 92- /4' VISIBLE .LIGHT HEIGHT C SHEET 7 12" MAX. O.C. 96" "1"-- TIP TO TIP HEIGHT 2" MAX. O.C. • • 16-6 •'" •21 •3 2I 3 4 1 -+— 48" BUCK WIDTH -� 45-1/4' VISIBLE LIGHT WIDTH F, SHEET 8 H SHEET F, SHEET 8 H, SHEET 9 I►— 2' MAX. SHEET8 HEET9 93- /4" VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT 5' MAX. O.C. TYP. FIN FRAME ELEVATION (TESTED UNIT) SHAPES A5 SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. • •• • "SG" = "KURARAY SENTRY03 AS INTEIRLAYR2" BY QIRAFIr,Y AMERICA INS. • "PVB"='KURARAY TROSI1k) VB IV5LAYER••B•Y KURI R. YAMERI0M. I7 . • • 8 7/16' Lard (3/16" HS - .O$0' SG - 3L1" HS) 1-1116'Loni. IG (3/18�T-7`16"�i tfi'An• "SG-3i78' An) • 1.1/16" Laml. IG (3/18IpT"Y1B' A/{• 3/18" HS 090•SG 43/1C HS) 5 sl.ga • • 1� WIDTH WIDTH )-.-- WIDTH —^{ )-.-- WIOm---I i••- WIDTH +{ Tr Tr- I' I H-- WIDTH ---1 PRODUCT REVISED as complying with the Florida Building Cod* NOA-Me. 17-0614.11 JR - 06/06/17 - UPDATED ANCHORAGE TO FBC 2017. •ISTI W Z J W 0 7 0 z 0 F N Z O O z 0 W X LL 0 0 D_ 39 U MD-720-820.1 'aN 0M0 LL 0 la04S zZ 782 aEL alai .n'a0 Sily8S \.1`00..LYN. ••... •-t *I •�ICEN4.. No 5B7D5 t ;moo 45 i� '•.fiOR1DP .' r'k �ss Er1�?`. '�7fft11111111 A LYNN MILLER, P.E. P.E# 58705 ••• • • • • ••• • • • • • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ,1131-c A. Window Design Pressure (+I-, psf) for Glass type 1 Long Side (In '-. 67-7/8 - 72 76 80 84 88 92 96 100 104 109-112 4 r .8 to 30 1 - +/-80 + +/80 *1-80 *1-80 +180 *1-80 +/-8D +I.80 +160 +i.80 +1-80 32 - +1-50 +/80 +/-80 +180 +/80 +/-80 +1430 +1410 +180 +/-80 +/-80 34 +1-80 +I-80 +1-80 +1-80 H 80 +1.80 +1.80 +/80 +/-60 H-79.6 H-79.4 30 +/-80 +/80 H.80 +/-80 +'180 +1.80 +1-79.7 H-77.2 */.75.1 +/-73.4 +1.72.2 38 +/80 *I80 *l.80 +180 +/80 +1-781 +1-75.2 *I-725 +/-70.3 +/-88.5 d.83.3 40 +180 +180 *1.80 +/-79.8 +1.77.2 +1-74.3 +1-71.3 +1-67.9 +185.1 +183.4 +/.81.8 42 +/80 +/80 +/80 +1-77.4 +/-74.3 +/-71.3 - +/.88.2 +1.84.7 +/81.8 +/59.8 +/-59.2 44 */-80 +1.80 *1-78.9 +1-75.4 *1-721 +14369 +185.8 +1822 +159.7 +/-57.5 48 *t-80 *1-80 +1-77.2 +1-73.6 +1.70.1 +1-88.8 *1.63.5 +1-80.3 +/57.7 48 +780 +/-79.3 +1-75.8 +1-719 +/883 +/.849 *I-81.5 +/-582 50 +1.80 ./-77.5 */-74.1 • +/-70.3 +/857 +/831 +/-59.7 52 +/-79.1 +1-75.8 +1-724 +188.8 +/85.1 +/-61.5 54 H-77.4 +/-73.8 +1-70.5 */.87.3 +183.5 56 +1-758 +1-72 +/88.6 +/85.3 - 58 +1-74.2 +1-70.3 +/.88.8 80 +1-727 +1438.7 +185 8 *1-71.2 +/-87.1 84 +1-69.7 *1-85.5 ' 66 */-683 67.7/8 +1-67 • W�� r Window Design Pressure (+/., psf) for Glass Type 3 Lang Side (in) 67-718 72 75 80 84 88 92 98 100 104 109-1/2 30 +1-80 +/80 H80 +/.80 +/80 +/80 +180 */-80 +/-80 *1.80 +/80 32 +1410 +/80 +I80 */80 +1430 +1-80 +/-80 */80 +1-80 +/-80 +/80 34 H80 +/-80 +/80 +/80 */80 */80 +1-80 +/-80 .1 0 +1-80 H80 36 +/80 +/-80 H80 +/.80 +180 +/-80 H.60 */80 +/-80 +/80 +/-80 38 +/-80 +1-80 +1-80 H-80 +/80 +/60 H-80 */80 +I-79.4 */-76 4 +/-74.3 40 +i.80 +I.80 +/-80 H80 +/.80 +/-80 +I80 +1-787 */-73.5 H-70.9 H89 42 +1-80 +160 +I80 +/80 *l80 +1-80 +1-77 */-731 */89.8 +/86.9 +I.65.2 44 +180 +180 +180 +1.80 +/80 +/-77.8 +1-74.1 +1-70.3 H87.5 +/83.9 6. 46 +1-80 *I-80 *I-80 +/80 +/-79.2 +/-754 +1-71.7 +/.881 +/85.1 ' 48 +1-80 +/-80 +/-80 +/-80 +/-77.2 +/-733 +/.89.5 +/858 as 50 4-1-0 +/-80 +1-80 +/-79.4 +/-75.3 +/-71.3 +/-67.5 52 +180 H-80 +180 +1-77.7 H-73.5 +1.895 m 54 +1-80 +/-80 +/-79.8 +1-78 +1-71.8 58 44.80 +/80 +I.77.5 +/-73.8 58 +/-80 +1-79.4 +/.75.4 80 +/80 H-77.6 +1-73.5 62 +/-80 +/-75.8 84 +1.76.8 +1-74 66 H-77.2 • • • • • 67-7/8 +1-74.9 • • • • • •• • • 7/16" LAMINATED GLASS STACK 3/18" ANNEALED GLASS USED AT CURVED. FRAME MEMBERS ONLY 0 11-7/8' O.C. MAX EXTERIOR .090" PVB INTERLAYER 3/16" HEAT STRENGTHENED GI .CC 5/8' GI +85 BITE 411) GLASS TYPE 1 1-1/16" NOM. GLASS STACK 3/16' TEMPERED GLASS 7M6" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 0 11-7/8" O.C. MAX. EXTERIOR a • • • •• • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • NOTES: • • • • • • • • • • 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO L gMINEIHE BIkK DIIIENSIQ4. • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • • • • • • • • 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COVRITELY PIT WITHIN. • • GLASS TYPE 3 SHORT SIDE 1 SHORT SIDE I-.- LONG SIDE -;-' LONG SIDE -.- TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16' LAMINATED GLASS STACK 3/18" HEAT STRENGTHENED Gl ASS 3/18" ANNEALED GLASS .090" PVB INTERLAYER 5/8' Ca n55 BITE SHORT SIDE LONG SIDE SHORT SIDE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 By lam Miam • Product Control NO CHANGES THIS SHEET. 5 41o0 0 W Z w 0 5 0 Z 0 O 0 0 53 0 0 113 DESIGN PRESSURE TABLES 1 * aa MD-720-820.1 'aN Q MO 0 N 0.45 I�- Z as .11U �saQ 1.r5 \`\`11{nil it//�/ .N� c,NY'I;YN!V �''• �'��• ' �ICENSF ••.l� z. * : No.587D5 spaa5i'l-:�� ''",,'ONAL 1E- + A. LYNN MILLER P.E. P.Eii 56705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • I ACLt 5: Window Design Pressure (+f-, psf) for Glass Types 28 4 Lore Side On) 87-7/8 72 78 80 84 88 92 96 100 104 109-1/2 112 116 120 124 128 132 136 140 144 -G c 8/ L+ m 30 +/-80 +180 +/-80 +/-80 .180 ./80 +1-80 +/.80 +/-80 +/80 +1-80 +1-80 +I80 +180 +I80 +/-80 +/-80 4480 .180 +180 32 44.50 +/-60 +/80 •I80 +/-80 +1-80 +/-80 +/80 +/-80 +180 N80 +I80 +I-80 +1.80 +/SD +/80 +1-80 +I.80 +180 +/80 34 +/-80 +I80 +/-80 +/-80 +180 +1-80 +/-80 .180 +/80 ./80 +180 +/80 +/80 +/.86 +/80 +-fit ./80 36 H80 +/80 +/-80 +/80 +/-80 +/-80 +/80 +/-80 +/-80 .1-80 +/80 +180 +180 • +180 +/-80 +/80 38 +/80 .180 +/80 +180 H80 +180 +180 +1.80 +1-80 +180 +180 +/-80 +180 +/80 40 +/80 +180 +/80 +180 .I80 ./80 +/-80 +/-80 +/80 +1-80 +180 +180 42 +/80 +180 +/80 +/80 +/80 +/80 +/80 +/80 +/-80 +180 +/80 44 +/-80 +/-80 +/-80 +/80 ./80 +180 +/80 +I.80 +/80 +180 46 +/80 +/80 +/80 +/80 +1-80 +1-80 ./-80 +180 +180 48 +/-80 +180 +/80 +/80 +180 +I80 +/-80 .180 50 +/-80 +/80 +1-80 +/80 +180 +1-80 +I-80 52 +/80 +/-80 +/80 +1.80 +1.80 ./-79.1 54 +/80 +/80 +/80 +/80 +/-78.6 56 +/80 H80 +/80 +1-79.1 58 +/-80 +180 +/80 63 +/80 ./80 +/-79.3 82 +180 +/80 64 +/80 +I80 66 ./-80 67-718 +/80 NOTES: BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/18" LAMINATED L� GLASS STACK 3/16" HEAT STRENGTHENED GLASS O 4) / USED AT CURVED j FRAME MEMBERS ONLY I "Lc 0 EXTERIOR 090" PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS 5/8" GLASS BITE GLASS TYPE 2 1-1/16" NOM. GLASS STACK 3/18" TEMPERED GLASS 7/16' AIR SPACE ©0 USED AT CURVED FRAME MEMBERS ONLY 11-7/8' O.C. MAX EXTERIOR rt a 7/16" LAMINATED GLASS STACK 3/16' HEAT STRENGTHENED GLASS 3/16' HEAT STRENGTHENED GI cSS .090" PVB INTERLAYER 5/8' GLASS BITE • • GLASSTYP. • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. SHORT SIDE SHORT SIDE 1 �•�-- LONG SIDE —� SHORT SIDE / LONG SIDE J SHORT '4_ SIDE PRODUCT REVISED es complying with the Florida Building CCoadde NOA-No. 17-0614.11 Expiration Bata 02/19/2019 By Mlam "a • ' roduct Control NO CHANGES THIS SHEET. •1a0 co cc XS 1.10,0 CJ ,,,a MD 720-820.1 0 1••45 rN ad 01 •a ey5 ti*II III, LYN,v '''•,, ��•' L10EN9F '' ��� �: * i• No. 58705 .441;: ONALLEN." A LYNN MILLER, P.E. PE# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • • Window Design Pressure (+/-, psf)forGlass Type 5 Lop Side 8n 67-7/8 72 76 80 84 88 92 96 160 104 109-1/2 t 2 43 30 +901-125.4 +901-120 +90/-115.5 +99-111.5 +93/-108.5 +901.108 +90/-1045 +90/4015 +90-1025 +901-100.7 +90147.9 32 +90/-118.9 +90'-110.8 +90/-105.3 +99-101.6 +93/.98.7 +90/.95.7 +90/-923 +90/80.8 +93/.90.3 +/.89.9 +/49 34 +90/-108.9 +90/-103 +90/-98.8 +90/.95.1 +93/-91.8 +1-88.2 */-84.4 +/81.5 +/A0.1 +/-79.8 +/-79.4 38 +92/-102.6 +99-97.1 +90/-928 +1-88.9 +145.5 0.825 +/-79.7 +/-77.2 +/-75.1 +/-73.4 +/-722 38 .901.98.4 +90'-92.2 +1A6, 7 +I-83.2 +1.80.7 +1-791 +1-76.2 +/-725 +I.70.3 +4-68.5 ./- 6.3 40 +901.91.6 +/48.2 +1-82.6 +1-79.8 *I-77.2 +I.74.3 +/-71.3 +/-67.9 +185.1 +A83.4 +/-81.6 42 +90/-91.3 +/-84.7 +/-807 +1-77.4 +/-74.3 +/-71.3 +188.2 +784.7 +/81.8 +1-59.8 +/.58.2 44 +1.883 +/82.4 +/-78.9 +1-75.4 +/-721 +/-88.9 +1-65. 6 */-822 .759.7 +/-57.5 48 +1854 +/-60.8 +1.77.2 +1-73.6 H.70.1 +186.8 +143. 5 +/50.3 +/57.7 48 +/427 *I-79.3 +/-75.6 +1-71.9 +/-68.3 +/849 +1.81.5 +/-58.2 50 +1809 +/-77.5 +/-74.1 +I.70.3 */-66.7 +/-63.1 +159.7 52 +7.791 +1-75.6 +1-72.4 +1-88.8 +185.1 H-81.5 54 +/-77.4 +1.73.8 +/-70.5 +/-67.3 */-63.5 56 +/•758 ./-72 *1885 +/-65.3 58 +1-74,2 +1-70.3 +186.8 60 +1-727 +188.7 +185 82 +1.71.2 +187.1 64 +1697 +/65.5 86 +1883 87-7/8 +1-67 _ • Window Design Pressure (+/-, paf) for Glass Typo 7 Long Side (In) 67-7/8 72 76 90 84 88 92 96 100 104 109-1/2 30 +90/-130 +90/-130 +901-130 +90/-128 +90/-122.6 +90/-119.8 +90/-118,1 +90/-117 +901-115.8 +90/-1127 +90/-109.9 32 +90.130 +90/-125,1 +90/-718.9 +96-114.8 +90/-111.5 +90/-108,1 +90/-104.3 +90/-102.4 +90/-102 +90/-101.4 +901-89.7 34 +901-123,1 +80/-118.4 +901-111.7 +901-107.5 +90/-103.8 +90/-99.7 +90/85.3 +90/-92.1 +90/-90.5 +/40 +/89.6 38 +90/-116 +90/-109.8 +901-104.8 +90/-100.5 +90/-96.8 +90/-93.3 +/-90 +147.3 +/-64.9 +/-82,3 +/81.2 38 +90 -111.2 +90/-104.2 +90'-97.9 +90/44 +90/41.1 +/-88.2 +/84.9 +/41.9 +/-79.4 +/-76,4 +/-74.3 40 +96-108.9 +90/-99.8 +90/ 3.4 +90/40.1 +/-87.2 +/84 +/-80.5 +1-78.7 +/-73.5 +/-70.9 +/49 42 +90/-103.2 +90145.7 +90141.2 +/-87.4 +184 +/-80.8 +1-77 +/-73,1 +/-89.8 +146.9 +1-65.2 44 +90/-99.7 +90/.93.1 +/89.1 +/-65,2 +/-81.4 +/-77.8 +1-74.1 +/-70.3 +/47.5 +/-63.9 48 +905-98.5 +90/-91.3 +/-87.2 +183.2 +/-79.2 +/-75.4 +/-71.7 +/88.1 +/-85.1 49 +90/413.5 +/89.6 +/-85.4 +/-81.2 +/-77,2 +/-73.3 +/-69.5 +/-65.8 50 +901-91,4 +1-97.8 *1-03.7 +1-79.4 +/-76.3 +/-71,3 +/-67.5 82 +/-69.4 +/45.5 +/-81.8 +/-77.7 +/-73.5 +/49.5 m 54 +/47.5 +/83.4 +/-79.8 +/-76 +1-71.8 56 +185.6 +781.4 +/-77.5 +/-73.8 5e +/43.8 +/-79.4 +/-75.4 60 +/-82.1 +1-77.8 +/-73.5 82 +/40.4 +/-75.8 04 +/-78.9 +/-74 es +/-77,2 67-7/8 +/-74.9 _ • • • • • • • 7/16" LAMINATED GLASS STACK O I. / USED AT CURVED FRAME MEMBERS ONLY 11.7/8' O.C. MAX. I (1)I 1vz 3/16" ANNEALED GLASS EXTERIOR a 1-1/16' NOM. GLASS STACK 3/16" TEMPERED r9 ASS 7/16' AIR SPACE ©m USED AT CURVED FRAME MEMBERS ONLY fg 11-7/6' O.C. MAX EXTERIOR a • • • • •• • •• • •• ••• •• • • • • • •• NOTES: • • • • • • • • 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DCrEF¢1INE 1=1E RUCK OS4E4510S. • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVEVlL.DIMEL IIGNSt.Ohr&TELI:FIT:VITMN. • • • 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS• • • • • • • • • • • • 090" SG INTERLAYER 3/16" ANNEALED GLASS 6/8" GLASS BITE GLASS TYPE 5 GLASS TYPE 7 LONG SIDE 1 SHORT SIDE 1 LONG SIDE -- 1 SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16' LAMINATED GLASS STACK 3/16' ANNEALED GI ASS 3/16" ANNEALED GLASS .090- SG INTERLAYER 5/8' GLASS BITE SHORT SIDE LONG SIDE SHORT SIDE PRODUCT REVISED as complying with the Florida Building CCoodde NpA_No. 17-0614.11 Expiration Date 02/19/2019 By Blain • - ucl Control NO CHANGES THIS SHEET. c7 APO co W Z W C7 0 3 Wit co to O X LL co 0 co 0 0t 1 U MD-720-820.1 '+N 01/0 LL 0 a H Z + 10*5 o o csi ✓ 79 aa 4111 .xo0 u+0 A. LYNN MILLER, P.E. P.E.# 58706 ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• rHC1-C r: Window Design Pressure (+/-, pet) for Glass types 6 & 8 Lora Side (In) 67-7/8 72 78 80 84 88 92 96 100 104 109-1/2 112 116 120 124 128 132 136 140 144 - S 713 R a 30 +90/430. +90/-130 +90-130 +90/.130 +90/-130 +90/-130 +90/-130 +90/-131 .913/430 +90/-130 +901-130 +90-130 +991.130 +90/-130 +901.130 +90/-130 +90/-130 +90/-130 *90/-130 +90/-130 32 +90/-130 +90/-130 +90/-130 *90/-130 +90/-130 +90/-133 +901.130 +90/-130 +901430 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +901.130 +901.130 +90/-130 *90/-130 34 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/.130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 *90/-130 38 +90/-130 +90/-130 +90/-130 +90/430 +90/-130 +901.130 +90/-130 +90/-130 +901-130 +991.130 +90-130 +90-130 +901-130 +901-130 +901-130 +90/-130 . 38 +90/-130 +901.130 *90/-130 +90/430 +90/-130 +90/430 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-1252 +904127.3 40 +90/-130 .90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901.133 +90'-128.8 +90/-123.2 +901-122 42 *90/-130 +90/.133 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +99-129.3 +90-123.2 +90/-119.7 +90/-116.4 44 *904-130 +901-130 +901.130 +90/-130 +901-130 +90/-130 +901-130 +90-124.5 +90-119.4 +90/-115 46 +90/-130 +90/-130 +90/-130 +90/430 +901-130 +90/-130 +90/-126.9 +901420.5 +90/-115.3 48 +90/-130 *90/-130 +90/-130 +90/-130 +90/-130 +901-129.7 +90/-123 +90-116.5 50 +90/-130 +90/-130 +901-130 +90/-130 +90/-430 *90'-1282 +89.4/-119.5 52 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +86,8/423 54 *901-130 +90/-130 +90/-130 +90/-130 +88.8/-127.1 56 +90/-130 *90/-130 +90/-131 +894/-129 58 +90/-130 +90/-130 +90/-130 60 +90/-130 +90/-130 +89.6/429.3 62 +90/-130 +90/-130 64 +90/-130 +90/-130 66 +901.130 67-7/8 +90-133 NOTES: BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT "FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. D0 NOT USE WITH FIN -FRAMED WINDOWS. 7/16" LAMINATED GLASS STACK 3/18" HEAT STRENGTHENED GI Ann USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. 090" SG INTERLAYER 3/16" HEAT STRENGTHENED GLASS 5/8" GLASS BITE 1-1/16" NOM. GLASS STACK 3/16" TEMPERED GLASS 7/16' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY EXTERIOR 0 ® EXTERIOR GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16" LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS .090" SG INTERLAYER SHORT SIDE 5B" GLASS BITE SHORT SIDE ••• • t� • • • • • • GL8 S4'YfIE et • • • • • •• •• • • • • • •• • • • •• • • • •• • • • • ••• • • • • • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • LONG SIDE --•I SHORT SIDE 1 LONG SIDE PRODUCT REVISED as complying with the Florida Building Code I4OA-Na. 17-0614.11 Expiration Data 02/19/2019 By Miamr-Dad ro • uct Control NO CHANGES THIS SHEET, alo0 07 co 0 co 0 cc F9 DESIGN PRESSURE TABLES 4 O MD-720-820.1 O In 1aa4S co 2 00 rm D Q. al7!1 „ao SOIJOS \`, owl I/// // \.0 �aNY LYNN''',, • W"10ENg€ •• •. ( * No. 58705 - a...Ir."— *— "f, L ` ONAHEN . A. LYNN MILLER P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • EDGE DISSTAANN �lI CE INSTALLATION TYPE A 2X WOOD BUCKSTRIP INSTALLATION OR FRAMING, SEE NOTE 2, THIS SHEET TYPE C i 1 C EMBEDMENT WINDOW BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT EXTERIOR a VISIBLE LIGHT HEIGHT = WINDOW BUCK H EIGHT - 2-3/4" i' EMBEDMENT raw" INSTALLATION TYPE B 0 O L1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11-7/8" 0,C. MAX. • STEEL SELF-DR!LUNG SMS (GS), SEE TABLE 8, THIS SHEET O INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING 1/4" MAX SHIM EDGE DISTANCE EMBEDMENT 1/4" MAX SHIM -ihir.V\10.mu\'\I _1tWi� CONCRETE/CMU PER ANCHOR REQUIREMENT O INSTALLATION TYPE B 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP, ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET i141i ♦t111 i•1\`.C11610t•1\\1,14Vh1`.l0A* - EMBEDMENT 11 O EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EDGE DISTANCE VERTICAL SECTION B-B CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET • 3 ATTACHME}1T TO METAL: THE STS/� UCTURMEMBER SHALL BE OF A C17F TO � � PRO t DE FULL 1Jp 3R P O: E WINDDWI RA:E • • • • • • • 4. IF LleAB -,LOWE; DE IG/ 'RESSURE IROMIEITHER WINDOW OR MULLION NOA • APPLES TO WHI€iYS F�1. • • • • • • VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH TIP TO -TIP WINDOW WIDTH 0 t-s — - HORIZONTAL SECTION A -A • EDGE DISTANCE CONCRETECMU PER ANCHOR REQUIREMENT — - Anchor Substrate Mln. Edge Distance Mln. Embedment Max O.C. Spacing N12 ar 914 410 SS Screw P.T. Southern Pine (6G=0.55) 8/1B' 1-3/8" 12' Aluminum, 506345 min. 3/B" 0.083' • 12 A38 Steel 3/6' 0.083"• 12" Steel Stud, Gr. 33 min. 3/8" 0.045' (18 Gs) • 12' 1112 or #14 Steel Seneca (G5) P.T. Southern Pine (SG=0.55) 9/16" 1•3/e° 12" Aluminum, 6063-T5 min. 3/8' 0.083' • 12" A36 Steel 3/8' 0.063" • 12 Steel Stud, Gr. 33 min. 3/8" 0.045' (18 Gs) • 12' 1/4" 410 SS CreteFk �, r Ungrouted CMU, (ASTM 0-60) 2-112" 1-1/4' ....•-12-1 Concrete (mkt. 3.35 kal r -1' 1-3/4" --12°' A 1/4° Steal Ultracon Concrete (min. 2.85 ksi) 1" -- 13/4" 12 Concrete (min. 2.85 kal) 2-1/2 13/B' 12' Ungrouted CMU, (ASTM 0-80) 2-1/2' 1-1/4' 12' Grouted CMU, (ASTM C90) 2-1/2' 1-3/4' 12' 5/18` Steel Uttrecon Concrete (min. 3.5 Kai) 1-1/4' 1-3/4' 12' Grouted CMU, (ASTM G90) 2-1/2 1.3/4" 12' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. INSTALLATION NOTES: 1!LiE 11•ANQNORS LISYED ON• -HIS SHEFi.3OLLOW EMBEDMENT AND EDGE DISTANCE L}.lITg • • • • • • • 2.INOOD �LK E C j� THI••QIS��••S'•,,IyEET A% "1X', ARE BUCKS WHOSE TOTAL •IINt TLL D RL� TOSOL C6NCRETg. !MOOD BUCKS DEPICTEDBUCtS ARE OIF UNIT CAN BE AS "2X"ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. MeterW Ulm Fy Min. F. Steel Sweat 92 kai 120 kd 410 Sorew 90 kel 110 kW Elea UkaCon• 155 ket 177 lad 410 SS Moo Crt,Flet<B 127,4 kat 1e8.7 kei 606375 Alumeium 18 kai 22 kei A36 Steel 36 ks1 58 kat Gr. 33 Steel Stud 33 kal 45 kai PRODUCT REVISED raging ComPI,y'nyd• with the Florida Bu NOA-tNo. 17-0614.11 Expiration Date 02/19/2019 By NBami- • de . , uct Control NO CHANGES THIS SHEET. O 7 U • Aaa MD-720-820.1 'oN DMO LL 0 r0 700VS H Z I/o's NN CLas emu .�NV�LYN/yy"/, '� . 4WGENSF •. "(°'P ' * No.58705 * CA,217--**: -- /S•.FCODI'.•• RI0\�\ /// ONAL - A. LYNN MILLER, P.E. P.E1r 58705 .,s8p • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • INSTALLATION TYPE E EDGE r— DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 0 WINDOW BUCK HEIGHT EMBEDMENT I•• EXTERIOR a VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 23/4" 0 FO 7— 0 0 0 EMBEDMENT -J- 1 EDGE L1/4" MAX SHIM DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11-7/8" U.C. MAX. STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET 0 uI INSTALLATION TYPE F EDGE DISTANCE INSTALLATION INSTALLATION TYPE G TYPE F 1X WOODBUCKSTRIP, EMBEDMENT. SEE NOTE 2, THIS SHEET y� 1/4"MAX SHIM 1 0NHHp01d114 di 0 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET 0 CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4' MAX. SHIM --o-1 �+-- INSTALLATION INSTALLATION TYPE H 1 /4" MAX SHIM EXTERIOR \ EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET -f 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET• VERTICAL SECTION D-D : • VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH 0 HORIZONTAL SECTION C-C TABLE 9: EMBEDMENT EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Subedits Min Edge Distance Min. Embedmem Max O.C. Spacing 912 or 614 410 8S Screw P.T. Southern Piro (SG=0.55) 9/18' 1-3/8" 12" Aluminum, 8083-T5 min. 3/6" 0.083` • 12" A38 Steel 3/8" 0.083' • 12" Steel Stud, Gr. 33 min 318" 0.045" (18 Go) • 17 612 or 614 Stoat Screw (G5) P.T. Southern Pine (8G 0.55) 9/18' 1.3/8" 12" Akseimm, 8063-75 min. 3/8" 0.083" • 12' A38 Steel 3/8" 0.063" • 12" Steel Stud, Gr. 33 min 3/8" 0.045" (18 Gs) • 12' 1/4" 410 59 CreteFle4 Ungleutad CMU, (ASTM C-90) 2-1/7 1-1/4" 12" Concrete (min. 3.35 ksl) 1" 13/4" 12' 1/4' Steel Ultras.= Concrete (min. 2.85 kal) 1' 1-3/4" 17 Concrete (min. 2.85 ksi) 2-1/7 13/8" 12" UR/routed CMU, (ASTM 080) 2.1/7 1-1/4" 12' Grouted CMU, (ASTM C-90) 2-1/2" 13/4" 12" 5/18" Steel tJkracon Concmts (min 3.5 ksl) 1-1/4" 1-3/4" 17 Grouted CMU, (ASTM C-90) 2-1/7 13/4" 17 • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 'UNGROLTTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPUCATIONS. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • • 2. WOOD BUCK` DE4',IC D T S E S1X", ARE BUCKS WHOSE TOTAL • THICKNES•'S LEWTH 1 ", )( \0 0 BUCKS ARE OPTIONAL IF UNIT CAN BE 7NSTALLLDUIR•CTI•! TO SO ID 9964IETE.WOOD BUCKS DEPICTED AS "DC ARE 1-12' TRICK OR @RENTER INPFALSATISN TO THE SIBSTRATE OF WOOD BUCKS TO BE • tNGINEei2!D BY elf-IERS•R AS*PP•OV4413Y AUTHORITY HAVING JURISDICTION. • • • 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IIkAPPLICABIRE, IQW JR O jSION PFO1RE4AD4A EITHER WINDOW OR MULLION NOA APRLIES TO WBOLE SYOTE14 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Material Min. Fr Min. F„ Stag Screw 92 kel 120k91 410 Suew 90kai 110ka1 Ek0 t*raCon• 155 kat 177 kat 410 SS E100 OrnteFlex• 127.4 kin 189.7 ksi 8083-15 Aluminum 18 Sal 22 kai A36 Steel 36 ken 58 kin On 33 Steel Stud 33 kal 46 ksl PRODUCT REVISED as complying with the Florida Building Code NOp-No. 17-0614.11 Expiration Date 02/19/2019 By Mlam uo -n ▪ ro NO CHANGES THIS SHEET. m_ 0100 3C co O to O Z 0 W 0ea MD-720-820.1 '0N ONO LL 0 r 1004S F Z e100S N 0 CL as e/ILL 'oae0 0,1 A LYNN �ONOCEN M/Y cam.. ..��: woes * : N0. 58705 Z. A LYNN MILLER P.E. PE.B 587D6 • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE WINDOW BUCK HEIGHT _- 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET EDGE IDISTANCE EXTERIOR a VIS BLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2-3/4" fd CO INSTALLATION TYPE J USED AT GURVED 0 FRAME MEMBERS ONLY , i-7/8" D.C. MAX. 0 -1I 1 L1/4" MAX SHIM ED DISTANCGEE EMBEDMENT 1/4° MAX. SHIM-1 INSTALLATION TYPE L #10 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET r1/4" MAX SHIM EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET EDGE DISTANCE EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET VERTICAL SECTION F-F •• ••• • • • • • •• • • •• ••• • ••• • • • • • • • • • • •• • • INSTALLATION TYPE J 1 /4" MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE K EDGE DISTANCE --�{ 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET EMBEDMENT EXTERIR VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK WIDTH HORIZONTAL SECTION E-E TABLE 10: Anchor Substrate Min. Edge Distance Max. O.C. Spacing 2-1/2" x .113" Box Nee P.T. Southern Pine (SG=0.66) 5/16' 5" 2-112" x .131° Carman N•T P.T. Southern Pine (SG 0.55) 3/8" 5' 2.1m x .145" Rootng Nee P.T. Southern Pine (SG—'0.55) 3/8" 5" MO x 1" Steel Screw (GSp P.T. Southern Pine (SG=0.65) 1/2" 5" 0.093" Aluminum, 6063-T5 min. 5/1E 5" 1/16 A36 Steal 5/16" 5" 0.045' (1 B Ge) Steel Stud, tr. 33 5/16• 5" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS '1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X W000 BUCKS ARE OPTIONAL • IF UNIT c N BE ENSTIVIEVVECTLY TO SOLID CONCRETE. WOOD • BICK3DEWCTFQ Al"2 AR 1-1/2' THICK OR GREATER. INSTALLATION FROTH• SU•STRiATgOF 0/000 BUCKS TO BE ENGNEERED BY OTHERS • Of, ASH.PP•0VOD3BY AUTHORITY HAVING JURISDICTION. • • • • • • • 13.TOR ATTACHIENS TOTAL• THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR ••1ULLIOkINOA APPLIEj TO WH9i.E SYSTEM. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • Malarial Min F" UN, F„ Steel Saw 112 Kai 120 kai 6063T5Alwinun 16kei 22kal A36 Steal 38 kai 58 kal Gr. 33 Sled Stu 33 kai 45 kai PRODUCT REVISED as complying with the Florida •ulidhtg Code NOA--NO° 17-0614.11 Expiration Dab t 2/19/2019 rodent Control NO CHANGES THIS SHEET. rc Ul >- cv u- �o zu-co U W o IW Z o1— a Z L� R0 • 8 co a700 co O O � a MD-720-820.1 Ip aN °M0 O o2 P.LIS Z moos 0,0 CNI 0.0. as AOR 35a0 ueS `\"a OW LYN& Sr. 66- * : No. 58705 Cc '•. ")ORIDP,. .l ' S „,,,AL,0„ A. LYNN MILLER, P.E P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • INSTALLATION TYPE M 0 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE UGHT HEIGHT= WINDOW BUCK HEIGHT - 2.3/4" 0 INSTALLATION TYPE N EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET a ([H co 0 0 EMBEDMENT 1 1 L1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8' C.C. MAX. 0 EDGE DISTANCE INSTALLATION TYPE M CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4' MAX SHIM h -1 A/ \\\1,,1\ I I,�J TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET INSTALLATION TYPE 0 STEEL SELF -DRILLING SMS (GO), SEE TABLE 11, THIS SHEET EMBEDMENT 1/4^ MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING. SEE NOTE 2, THIS SHEET D(TERIOR 1 /4" MAX SHIM MIAMI-DADE APPROVED MULUON (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL. STUD, SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EMBEDMENT EDGE DISTANCE VERTICAL SECTION H-H INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK WIDTH HORIZONTAL SECTION G-G TABLE 11: EMBEDMENT CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR EDGE DISTANCE Anchor Substrate Min,Edge Min. Embedment MSpacing #12 or #19 410 SS Screw P.T. Southern Plne (SG=0.55) 9/16" 1-3/8" 3.7" Aluminum, 6083-T5 min. 3/8" 0.083' • 3.T A36 Steel 3/8' 0,063^ • 3.T Steel Stud Gr. 33 min. 3/8' 0.045' (18 Go) • 3.T 612 or #14 Steel Screw (G5) P.T. Southern Pkle (SG=0.55) 9/16" 13/8• 3.T Aluminum, 6063-T5 min. 3/8" 0063" • 3.T A36 Steel 3/8" 0.063' • 3.7' Steel Stud, Gr. 39 min. 3/8" 0,045" (18 Ge) • 3.7" 1/4' 410 S9 CreteFlez Ungraded CMU, (ASTM C-90) 2.1/2" 1-1/4" B.T Concrete (min. 3.35 kit) 1" 1.3/4' 6.7" 1/4" Steel Uttrecon Concrete (min. 2.85 kat) 1" 13/4' 6.T Concrete (min. 2.85 ksi) 2-1/2" 1-3'8" 6.7' Ungraded CMU, (ASTM C-90) 2-1/2" 1.1/4" 6.T Grouted CMU, (ASTM C•90) 2-1/2" 1-3/4' 6.T 5/16" Steel Ultrecan Concrete (min. 3.5 kel) 1-1/4' 1-3/4" 6.T Grouted CMU, (ASTM COD) • 2-1/2' 1-3/4' 6.T • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. •• • • • • • • • • •• INSTALLATION NOTES: • 1, USE ONLY ANCHORS LISTED ON THISI• SHEET. W*LOi/ bid, OEt IE(. AN:34b0 A STANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS !H ET AI• ARE NIIOSEif 0Tal SY). T1ri0tSS 15 LESS THAN 1.1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE 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 AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL4THE•• STRuiTLRAL MEvIIE�t SF51Q.ilE OF A Sat TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • l • • • • • • • • • • • 4. IF APPLICABLE, LOWER DESI('R1 PIIIESSU•BIFROM ETHER WI•�IDOI OR MtiliLbL1 NI AI/LIES TO WHOLE SYSTEM. • • • • • • • a Material Min. F, MIn. F" Steel Berm, 92 kel 120 kai 410 Screw 90 kai 110 Mil Elea to0sCone 165 kel 177 kai 410 SS Moo Crete71m6 127.4 kai 189.7 kai 6063-T6 Munirum 16 kai 22 zal A36 Steel 38 kai 66 kai Gr. 33 Steel Stud 33 kai 46 kW PRODUCT REVISED eo complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 By Miam uct Control JR - 06/08/17 - UPDATED ANCHORAGE TO FBC 2017. M 7 a)00 /n w 2 ❑ O 2 0 1- co Z 0 ❑ 2 w X u- co co 0 i7 0 -7 Z O g LL .aa MD-720-820.1 'ON 0MO tL 0 m )sa45 co Z a)_=5 nc6o EL s 0Nll "SSG uoS \\‘ IYNNM/ ,,,�i * ; No. 58705 '. A. LYNN MILLER, PE. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ALL CORNERS TO USE GASKET AND/OR SEALANT ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90°CORNER FRAME ASSEMBLY EQUAL -LEG FRAME FLANGE FRAME ANGLED/CURVED FRAME ASSEMBLY EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS • ASSEMBLY DETAILS FOR FIN FRAMES 90' CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT •• ••• • • • • • •• • • • • • • •• ••. •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ANGLED/CURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS PRODUCT REVISED as compbfing wat the Florida Building Code NOA-No. 17-0614.11 !xplratlon Dab 02/19/2019 By MewlProduct Contror NO CHANGES THIS SHEET. .9 c) 0 a7W co Z w 5 0 0 g U) Z 0 ❑ O W x LL Y 0 0 N 0 43 un*040 cc W Z 8 6 Z 0 CC X W 0 m U naa M D-720-820.1 aN OM❑ LL 0 7ae4S F Z aio1S 04 ON n D.a o_ .14n0 ro1,aS A LYNN MLLER. P.E. P.E.# 68706 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • Item PGTParte Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -lag Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 8063-T5 4 4255 7/16' Lami. Glass Beading Alum. 8083-T5 5 4254 I.G. Glass Beading Alum. 8063-T5 6a 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Cow Rigid PVC 10 70589C Gasket (at 90° comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 13 Dow 791, 899 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3/16' x 7/16' x 4' Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 316' x 13/32' x 4' Neoprene, Duro. 85 +/-1 29 #6 x 1-1/4" FH SMS Stainless Steel 30 781PQX #8 x 1' Quad PH SMS Stainless Steel STRUCTURAL POLYISOBUTYLENE WITH DESICCANT SILICONE 1 /4" NOM. STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS EXT. GLASS NT. GLASS 75 KODISPACE 4SG TPS 76 SUPER SPACER®NXT" .875' .970" 7/16" LAMI. OGLASS BEADING #4255, 6063-T5 HOT -MELT BUTYL 3/16" NOM. BUTYL & DESICCANT FOAM EXT. GLASS 1.375" t .500" I .062" 1.375' 4 .438" I ��� .05I0'moos OEQUAL -LEG FRAME #4285, 6063-T5 .346' 875' F—e-g-a -050" I.G. GLASS BEADING #4254, 6063-T5 ALUMINUM REINFORCEMENT 5/16" NOM INT. GLASS /'p INT. GLASS 77 DURASEAL® SPACER • •• • • • • • POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL • • • •• • • • TABLE 13 ••• • Part # Description Material 75 Kommerling 4SG TPS Spacer System See this Matet for Materials 76 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Duraseal Spacer 78 Cardinal XL Edge Spacer REFERENCE TEST REI RTS: FRA717, 8968 8 8970 • • •• • • • •• • • • •• EXT. GLASS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • 2.784' .094't-F- .062' I+-- .050.maaa .077" 3 FIN FRAME #4256, 6063-T5 --�{ 1.03T .050" INSTALLATION 6a FASTENER COVER #4270, 6063-T5 DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL 7s XL EDGE7M SPACER INT. GLASS PRODUCT REVISED as complying with the Florida Building Code NOA-no. 17-0614.11 Expiration Data 02/19/2019 By MWm Product Control NO CHANGES THIS SHEET. p•0 rn W z w _ 7 z 0 N z_ 0 0 z_ u. LL 0 m 0 +e u 0•0 cc W 0 0 z 02 z 0 to 8 0 -nab MD-720-820.1 'ON DMD LL 0 1.045 z ala,S NCsl as • 111 "r•0 SVMSS * • ; No. 58705 -.2-2—' FS •••..toRtoP•-••G` ��;, ',, T;`\ONAL •Ns A LYNN MILLER P.E. PE.* 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • •• • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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-101"_Aluminum Outs'wing French Doors w/wo-Sidelites=LrM.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev G, titled "Alum. French Door & Stdelftes, Ir pact•'. sheets I • through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Induutr}gs�: igned and'sealed • • • Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision. p with.. Noticeiof• •• Acceptance number and Expiration date by the Miami —Dade County Product Control Section•. •' • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. mi ami d ad e , g ov/economy • • • • • ... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • •• Limitations: " • " • • • • 1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, )b� Y O, OXX,'OXO and • • • OXXO configurations. The lower design pressure from table 1 or table 2 shall control.. . • • 2. Standalone X, XX and 0 configuration unit do not required, reinforcement (item #22).• •. • .• • 3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be revietv�, a9 AHJ. 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 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 advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #16-0629.17 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • • • NOA No. 17-0504.01 Expiratiree on Date: Oetobe t18; 2022 Approval Date: September 28, 2017P Page 1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Industries, signed and sealed by Anthony 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 Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.(submitted under file #16-0629.17) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202�•LC • • • 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 fixed sidelite (0):tJ/•ihsulated 1"arninate ... glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)•3''6864r Ia$ed • • 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under films#12-0516.02/#.11- • • 1013.22) •• •• •• •• 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 • . . • . • 2) Uniform Static Air Pressure Test, Loading per FBt TAS 202:9$.;. • 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, TAS 202-94 Along with marked —up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(5t'' edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. 2. New Evidence submitted .... . . A. DRAWINGS • • • • • 1. Draw.ing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact",is ik tss1 throu'giL 2i of 15, .. dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, sig,ggclZ,p41 sealed VAnthony Lynn Miller, P.E. •... • . • • . •••. •... B. TESTS • • . . .• . . 1. None. • • • • C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying vpita3C- • 2014 (5TH Edition) & 2017(6te Edition), prepared by PGT, signed and seajvi Ty Lynn. Miller, P.$•...: 2. Glazing complies w/ ASTME-1300-02, 04 & -09. •• • • •• • D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th edition), FBC 2017(6th edition) and letter of no financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises & renews NOA #16-0629.17, expiring 10/18/22. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 SERIES 101 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 1-4 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE NOT REQUIRED. 6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7) REFERENCES: TEST REPORT FTL-4964, 5212 & 6864; ELCO ULTRACON & CRETEFLEX NOA'S 8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT (LBS/FT1 FOR THE OPENING USING THE ASCE-7 STANDARD. 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED DESIGN PRESSURE FROM STEP 1. 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING DETAILS ON THIS SHEET. 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14 & 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS. <71 EXTERIOR 3/16"HSGLASS .090" PVB1 O INTER 1/8" AN OR HSG 3/8" NOM. GLASS STACK R PVB2 LAYER II LASS 111 m :frJj ' 1/2" GLASS ; BITE ralraIMIMI • •• • • •• 3/8"LAMI NOM, •• •ii GLASS TYPE A, (PVB1), GLASS TYPE B, (PVB2) • ••• • • • • • • AN = ANNEA • •• •• HS = HEAT-STIFENGTMENED .TP = TEMPERED DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1 -4 ON SHEET 2 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE Anchor Group Anchor Type Frame Frame Member Substrate Edge Distance Min. Embedment or Metal Thickness 1 1/4" Elco UhraCon6/ Fy=155 ksi, F"=177 ksi--- All Concrete (min. 2.85 ksl) 1.3/4" 13/8' , Jamb Hollow Block (ASTM C90) 1-3/4" 1-1/4' 2_ S 1/4° 410 SS Elco CreteFlez® `-,,--i. — - • Fy=127.4 kill, F, 189.7 ksl Ally � Concrete (min. 3.35 ks1) - -' 1-3/4"_ 1-3/4",,,,„ Jamb Hollow Block (ASTM C90) 1-3/4" 1-1/4' Al Southern Pine (SG = 0.55) 1" 1-3/8" 3 *12 Steel SMS (Gr. 5) All Southern Pine (SG - 0.55) 9/16" 1-3/8' All 6063-T5 Aluminum 3/8' 1/8' 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CODES / STANDARDS USED: 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION OASTM E1300-09 OANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION °ALUMINUM DESIGN MANUAL, ADM-2015 0AISI 5100-12 oAISC 360-10 7/16' NOM. GLASS STACK 3/16" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 316" AN OR HS GLASS 1/2' GLASS BITE • • • • •• • • • • • • • • • • „CI. •7/ " LAMI NOM. GLASS TYPE C, (PVB1), GLASS TYPE D, (PVB2) • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• GENERAL NOTES 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 VERT. SECTIONS 3 HORIZ. SECTIONS 4 PARTS LIST 5 EXTRUSIONS 6 ANCHOR QUANTITY 7-13 INSTALLATION 14-15 13/16" NOM. GLASS STACK -1 1/8' HS GLASS 1/4" AIR SPACE 3/16" TP GLASS 3/16" HS GLASS .090" PVB1 OR PVB2 INTERLAYER roilopuii/2" GLASS _... BITE E"E' 13/16" LAMI IG NOM. GLASS TYPE E • • • IV91=10901' TROSIFOL• PVB BY KURARAY AMERICA, INC. 4132 = .tl90" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. aI.geiIb OE PM1M boce/is•esiW EapIraW Dare E 22__ YtIM=Proilaci _. F) REORGANIZED SHEETS AND UPDATED TO FBC 2017, ADDED TABLE A & ALUM. SUBSTRATE. - JR - 04/10/17 LU an >- Oa J f7 O ZU-m UVo H Z ow., 1- Z w N_ 0 0 a)OO ALUM. FRENCH DOOR & SIDE LITES, LM X O 0 0 N uxa0 NOTES AND GLZ. DETAILS 00a 0 DMo LL O »vs Z saves ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT ' 6° - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" , 3° 371/2" 60 71 3/4C+75.01 -75"'+75.01 -75.0675.0 -75.0 75.0 i -75.00 75.0I -75.0 • DESIGN PRESSURES FOR REINFORCED SIDE LITES GLASS TYPES FRAME WIDTH FRAME HEIGHT 6° - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° _ 95 3/4" A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 38 3/4" +75.0 -75.0 +74.9 -74.9(-70.4 -70.4)'66.6 -66.6 +63.1 -63.1 B, C, 0 OR E 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. DOOR SIZES MUST BE VERIFIED FOR COMPL ANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, REINFORCED, 33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-3/4" SIDE LITE (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE =+75 / -75 PSF OVERALL DESIGN PRESSURE _ +75 / -75 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30" WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +43.6 / -43.6 PSF SIDE LITE DESIGN PRESSURE =+47.2 /-47.2 PSF OVERALL DESIGN PRESSURE = +43.6 / -43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 88.79 3/4" 7° • 83 3/4" 87 3/4" 91 3/4" 8°- 95 3/4" 2° 25 1/2" 4° 47 3/4" +58.61 -58.6 +55.4 -55.4 +62.4 -52.4 +49.8' -49.8 +47.4 -47.4 271/2" 51 3/4" +54.91 -54.9 +61.8 -61.8 +49.0' -49.0 +46.5 -48.5 +44.3 -44.3 291/2" 55 3/4" +51.71 -51.7 +48.8 -48.8 +48.1 i -48.1 +43.8 -43.8 +41.6 -41.8 2° 31 1/2" 6° 59 3/4" +49.01 -49.0 +48,2 -48.2 +43.8 j -43.)+41.41 -41.4 +39.3 -39.3 2° 331/2" 54 63 3/4" +43.1 1 -43.1 +43.1 -43.1 +41.51 -41.5 +39.3 1 -39.3 +37.3 -37.3 351/2" 87 3/4" +38.1 1 -38.1 +38.1 -38.1 +38.1 ; -38.1 +37.51 -37.5 +35. -35.6 3° 371/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 1 -34.0 +34.01 -34.0 �34.0 -34.0 4: DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" A B, C, D OR E 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 85.0 +61.9 -81.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 81.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.' " +44.7 -44.7 +42.6 -42.8 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.r-35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 34.0 -34.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, 68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +70.4 / -70.4 PSF OVERALL DESIGN PRESSURE =+70.4 / -70.4 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES DOOR DESIGN PRESSURE = +34 / -34 PSF SIDE LITE DESIGN PRESSURE = +34 / -34 PSF OVERALL DESIRA PRESSURE +344 -34 PSF• • EXAMPLE 6, tt.pING TALE 11):1(XWVI1 1 GLASS T'PE A, 63-3/4" WIDE X 9A-3/4" I&GI: DOUR E:OgFt¢EE 119TE 8) DOOR DESICVPRESSlh2E =0+15 / -75 PSP • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, )0XO, OXX, OXO, OX(0), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 4), IS REQUIRED AT DOOR TO SIDE LITE CONNECTIONS, WHEN USING TABLES 1 & 2. 3) DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22. 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5) FOR DOOR -ONLY CONFIGURATIONS (X, XX), ONLY TABLE 1 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED. 6) FOR SINGLE, STAND-ALONE SIDE LITES (0), ONLY TABLE 2 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED 7) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. (E.G. FOR 32" "X" DOOR WIDTH IN TABLE 3, USE 33-1/7') GLASS TYPES (ALL TABLES, THIS SHEET): A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) • B. 38" LAMI (1/8" HS, .090 PVB, 3/16" HS) C.V/1:" LAMI (3/16" A, 090 PVB, 3/16" HS) • D•7/14" LAMI (3/16" HS, .090 PVB, 3/16" HS) • • E.•IR6" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) Pi8OD8C f REVISED ascompb'i•{ WII e►e noetl. Derain Code Accepi.•ee No 0 6 b Expired.. Dore - 2-2_ Polk G) NO CHANGES THIS SHEET. - JR - 04/10/17 0 a 0 alop ALUM. FRENCH DOOR & SIDE LITES, LM Y O 0 co A'e DESIGN PRESSURES O '""0 0 0M° U- O N 1..4S U) H Z aloes J 0 aL •nu •Asa° e..9S 01.,"( LYNN ',/ ICE... .4i,o * ; No.58705 mo•. S 7' 4/, A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 IKJ -� �� � INTERIOR 0 J � [,. .1 EXTERIOR EXTERIOR INTERIOR `�rJI 0010 o ©, 60 O 0 AT HEAD/JAMB i1 CLEAR•COLORED PIIIPI0AT ,EXTERIORINTERIORSEAIS�ITrirjr- SILUJAMB I 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 COPYRIGHT 02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED ® ® 0 idil 4 MAX. MAX MAX. DLO DER DLO v LITE ill FRAME HEIGHT 11.1 1 E, FRAME HEIGHT 30. SL VIEW G-G IIL= g1 CORNER ASSEMBLY 40 .. �•. . . . • • •• 0 • • . 1.489 •• �•• •• • • • -• MJ + 4 • T. DOOR SECT. A -A ySL;SE B-B••. • • �'� • • 14-16,102 'ERriCAL.' VERTICAL •` ••• • ••• . • • ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • ••• •• • • • •• •• ••• • • • •• ••,1 • • LMLX.j DLO MAX. 'X' FRAME WIDTH MAX. XX' FRAME WIDTH 'XX' SECT. C-C HORIZ. 46 En El --=--- moil SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) SEE NOTE 3, THIS SHEET 3/4" MAX. YYY���"' DLO MAX. SL FRAME WIDTH MAX DLO SL SECT. E-E HORIZ. (DOOR W/ SIDE LITE) 'X' SECT. D-D HORIZ. REINFORCEMENT NOT REQUIRED FOR STAND-ALONE 'X' DOORS. MAX. SL FRAME WIDTH I MAX. DLO • ••• • • • ••• iL SECT: FiF; HLAIZ.XSINC3 *AL1Tq. MAX. DLO REINFORCEMENT NOT REQUIRED FOR STAND-ALONE 'O' SIDE LITES. REINFORCEMENT NOT REQUIRED FOR STAND-ALONE 'XX' DOORS. INTERIOR EXTERIOR NOTES: 1) CLEAR OPENING FOR 7C AND 7OC DOORS AS FOLLOWS: WIDTH: 'X' DOORS = DOOR FRAME WIDTH - 5.648 'XX' DOOR = DOOR FRAME WIDTH / 2 -4.079 HEIGHT: DOOR FRAME HEIGHT - 3.259" 2) SIDE LITES OVERLAP 'X' AND 1O(' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE'X0', 'OX', 'OXO")0XO', OXX AND 'OXXO' CONFIGURATIONS. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, SHEET 2. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS • FROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALONE '0', is • 'X' &'XX' CONFIGURATIONS FROM TABLES 1 AND 2. • • • • ••. /RODUC f REVISE& as wwylti•{ weft the Fk & mikes Cede g arkatYa ante 2. G) NO CHANGES THIS SHEET. JR - 04/10/17 N_ 0 NOG ALUM. FRENCH DOOR & SIDE LITES, LM O m 0 to Z W (9 LIMaa HORIZONTAL SECTIONS cD naa LIS 0 'ON 0M0 0 ("'(5 Z SOLI •3Se0 SauaS ��'t� . • ocENSF M/C(0` . * NO. 58705 at_ 1k Irv,J( '',/S,�ONAL I�, 0 A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• • •• •• • ••• • ITEM DWG PG79 DESCRIPTION 943B 80411 FRAME HEAD 2 1010 80300 WSIP.,DLON .190 X.375 HIGH 3 7070 87070( BULB WEATHERSTRIP .187 X .300 HIGH 4 956 7955X FLUSHBOLT STRIKEPLATE 5 8 7 6 9 10 938 958 995 986 952A 7938X 7958A 7832X12FPW 70995 70998 6533018 2 PT. LOCK STRIKEPLATE FRAME HEAD STWKEPLATE BACKING PLATE #8.32 X .500 PH. FL. MS - S.S. W/SIUCONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER 11 12 13 14 15 16 20 21 22 11000 1670 11004A 11001A 11002A 11003A 9150 1010 8808 81100014 871870 611000A 411001A 411002A 411003A 80360 90300 668081.1 OUTSWINO THRESHOLD WSTP, .350 RD FOAM FILL TSLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .085 0/ THRESHOLD, OPTIONAL ACETAL SPACER .095 tfB THRESHOLD, OPTIONAL ACETAL SPACER .140 * THRESHOLD, OPTIONAL FRAME JAMB (OUTSWING) WSTP..O-LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X 0.850, 8061-16 23 1140 710112PSATS #8 X1.500 PH SO A ITS 24 25 1048 930 71048 41721N JAMB SCREW COVER CAP STRIKE PLATE INSERT 28 27 30 1118 7070 910D 710X54PFA 67070K 8910 #10 X .750 PH. FL. SMS BULB WEATHERSTRIP .187 X .300 HIGH DOOR PANEL TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL SIDE MIL 32 917 7FRM0 HINGE EXTRUSION 33 1178 71058FP W,8 #10 X.825 PH. FL. SMS 34 35 913A 1130 603781A BTRODA TRUSS CLAMP 5/18-18 THREADED ROD 38 37 990 914A 79B0NLJTA 60379M 5/18-18 FLANGED HEX NUT WEATHERSTRIP CHANNEL 38 38 40 41 42 997 1023 928 1145 78S4FPT 70987 67924G 41720 78X12FPAW #8 X.75 PH. FL. TEK GASKET (BETWEEN PANEL HEAD/SILL & PANEL STIES) WSTP., .187 X .250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #8 X.500 PH FL SMS TYPE BDS 43 44 45 48 47 43 1212 9838 9848 1213 929 1139 7P30GG 8963 8884 90200K 74UBLOK 7634F SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 (OUTSWING) DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,GLON .190 X.200 HIGH LOCI( SUPPORT ASSY. (41707 & 41705) 183 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 52 930 931 41721 7FRSPX STRIKE PL INSERTQNACTIVE PANEL) DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS 54 957 70950 HANDLE STRIKE PLATE 55 1113 710X34PFA #10 X.750 PH FL SMS 60 9200 8920D SDELITE HEADER 61 9210 6971 SDELrrE SILL 62 9168 903111 SDELJTE JAMB 83 1155 761P0A #B X 1.000 QUAD PN. SMS 84 86 66 996 989 934A 7998 7999 81841M HEAD GASKETS (STOCKING #70998) SILL GASKETS (STOCKING #70999) SIDELr1E JAMB ADAPTER 87 #12 X 1.000 SHEET METAL SCREW 70 712853K SETTING BLOCK, 3/37 X 1/4" X 1" W/PSA 71 71287K SETTING BLOCK, 1/10" X 1/7 X 1' W/PSA 72 4222A 84222 BEAD, 7/16" 73 968 9988 BEAD, 3/8" 74 988 IG BEAD 92 986 84986 BEAD, INTERIOR 93 1224 8TP247 BULB, TACK (USED IN EXTRUDED BEAD) 94 GLAZING SIUOONE, DOW 899 OR 983 95 98 GLASS, 39" LAM - 1/8" A .90 PVB, 3/10 HS GLASS, 310 LAM -1/8" HS, .90 PVB, 3/18" HS 97 98 102 109 104 GLASS, 7/18" LAM - 3/18" A, .90 PVB, 3/18" HS GLASS, 7/18" LAM -3/16" HS, .90 PVB, 3/18" HS 11003A 141108A OFF -TIE SHELF OFF-1NE SHELF ACETAL SPACER .295 @ THRESHOLD, OPTIONAL DEAD BOLT LOCK, MIN 1' THROW, GR 3 STEEL HANDLE/LATCH ASSEMBLY, MIN 7/18" THROW, GR 3 STEEL TEMS # 17-19, 28, 29, 56-59, 68, 69, 75-79, 84-91 & 99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS BUTYL & DESICCANT FOAM EXT. GLASS POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS SILICONE 1/4" NOM. KODISPACE 4SG TPS INT. GLASS HOT -MELT BUTYL 3/16" NOM. SUPER SPACER® NXT11 INT. GLASS ALUMINUM REINFORCEMENT 5/16" NOM DURASEAL® SPACER INT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL • XL EDGETM SPACER • • • • • • T L1RSS • Part # D•acrlilla1 • • • • • Mate•al 80 Komme0lfg 4SG TPS Spacer SystG11 See Shea for t81 Males • • • Quanex Soper Spacer nXf with Hot Men BUyI 82 Quanex Duraseal Spec@ • • • • 83 Cardinal N- Edge Spger : • • •• • • • • • • • •• • • tt • • • • REFERENCE TEST RERORTS:i TL-471 T, 8968 80 • • • • • � • • •• • • • • • • • • • ••• • • • 49 r• .r • r• ACTIVE DOOR PANEL LOCK STILE too • PRODUC f NEVISOD as awapiyiss Mgt tk Parish hablint Cede weal ceN• 17- Y•UI Elfin*. Dile gF7gI.72 811�► F) NO CHANGES THIS SHEET. - JR - 04/10/17 N C O O 0/00 ALUM. FRENCH DOOR & SIDE LITES, LM anti Y co 0 ce Z W +x0 BOM AND SPACER DETAILS •3S0D 1! 'Dab 7/) 0 DMO 1.0 0 to Z 005 LL sepos 001111 11l///7/ v10EN4.%.•lC� i * No.58705 : * 7 is S`SO G' �Irl IIIIILIII\ A. LYNN MILLER. P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • w • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.000 30 1.272 1.750 DOOR PANEL TOP & BOTTOM RAIL 6063-T5 4. 00 50 FILLER HEAD ADAPTER 6063-T6 OFRAME HEAD 6063-T8 7 1.479 J 11 OUTSWING THRESHOLD 6063-T6 1.750 .082 DOOR PANEL SIDE RAIL 6063-T5 6.085 - t.soo r125 fl .750 t 4.100 TRUSS CLAMP 6063-T5 1- 5.459 3.100 60 SL HEADER 6063-T6 1.750 4.675 DOOR PANEL INTERIOR ASTRAGAL 6063-T5 .805 .883 - .075 .050 3/16" GLAZING BEAD 6063-T5 1.479 L .750 .075 • 3.100 4.675 •• • �••SLSILLs•• ••• -- 1.750 -► 4.100 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 76 5/8 GLAZING BEAD 6063-T5 5.212 4.588 • • • •• • • • • • • • • ••• • • • • • • • • • • 050 3.000 1.480 -4-{ .050 fG DOOR FRAME JAMB 6063-T6 1.578-4- .890 .050 30� • • • •6063-T6• • • • • • • • • SL JAMB • • • • • • • ADAPTER • •• ••• ••• ••• 6063-T6 2.980 SL JAMB 6063-T6 3.000 .050 .250-4-1 37 WEATHER STRIP CHANNEL 6063-T5 0.375 cf- .125 HINGE 6063-T5 74 IG GLAZING BEAD 6063-T5 .504 - W .360 .055-{j►-- OUTSWING THRESHOLD CHANNEL COVER 6063-T6 2.750 .850-+� I j25J 22 TUBE MULL 6063-T5 1.0+00 rfloo0Cr�MYOSIN' l p9YgwNYHel0eeld• t Aeowasse�N• Eap4ei• 0•oe II.tdSP•* louden F) NO CHANGES THIS SHEET. - JR - 04/10/17 z 0 12 0 v 0 a1o0 ALUM. FRENCH DOOR & SIDE LITES, LM 00LI 0 0 <n Z W !a a.4o EXTRUSIONS 0500 CO •naa 8 '0N 0M0 LL 0 CO 70045 H Z along 2 -J 0 0 LL vas \\`‘ `g NY' �•' _ * No.58705 * o•••asir�TS�/Z- T• ',S,��NAL �NG`�� A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5: X DOORS, ALL GLASS TYPES ANCHOR TYPE & 2, 3, W000 1 2 CONC SUBSTRATE 3 ALUM LOAD ZONES X - JAMB' A' X- HEAYSI LL"C X - JAMB' A' P MAX US DOOR MAX FRAME FRAME WIDTH IDTH ' x 25.50 79.75 5 2 4 2 83.75 5 2 4 2 87,75 5 2 4 2 91.75 5 2 4 2 95.75 6 2 4 2 27.50 79.75 5 2 4 2 83.75 5 2 4 2 87.75 5 2 4 2 91.75 6 2 4 2 95.75 6 2 4 2 29.50 79.75 5 2 4 2 83.75 5 2 4 2 87.75 6 2 4 2 91.75 6 2 4 2 95.75 6 2 4 I 2 31.50 79.75 5 2 4 2 83.75 6 2 4 2 87.75 6 2 4 2 91.75 6 2 4 2 95.75 7 2 4 2 33.50 79.75 6 3 4 3 83.75 6 3 4 3 87.75 6 3 4 3 91.75 7 3 4 3 95.75 7 3 4 3 35.50 79.75 6 3 4 3 83.75 6 3 4 3 87.75 6 3 4 3 91.75 7 3 4 3 95.75 7 3 4 3 37.50 (79 6 3 4 3 i 1 83.75 6 3 4 3 87.75 7 3 4 3 91.75 7 3 4 3 95.75 7 3 4 3 40' (TYP.) 37MAX. DOOR FRAME WIDTH TYP: DIMENSIONS OFS -SINGLE DOOR, X, ' 95-3/4" MAX. FRAME HEIGHT NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE 1:1ESCRIPTI00NS • • • • • 2) DOORS MAY BE LEFT OR RIGHT-HANDED. • • • • OOOOO .• • • 3) ANCHOR QUANTITIES ARE BASED ON SPACMR AS FCR6WS (41 IRIN. OR. FORCONCR911. 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4' MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8' MAX. O.C. • • • •• JAMB ZONE "A' h.- HEAD ZONE "C" SILL "E C" LOAD ZONES FOR SINGLE DOOR, X • 4) FOR SIZES NOT SHOWN, ROUND UP TO TINE NEKfdWILABLE S+7E. • • • • • -• • 5) FOR ANCHORAGE INSTALLATION DETAIZS SEE SHLSET 14. • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • Design Pressure See Sheet 2, Table 1 PROW f kEvisee 4arppees woo e6e Floe,smog node AlatiM ds I re• DAde / Aact C rc F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 s ; 8 N O 0 alA0 ALUM. FRENCH DOOR & SIDE LITES, LM 0 0 to z w 0 0 1- w 0 X yob 0 $MO 0 1- z Roos i -J 0 NIL/ 'DSO() S.iy05 1I 1I 11j/' ,• ONY LYWiy '�.. '�.• CEN *; * '' .413 No. 58705 'eueu1111r A. LYNN MILLER, P.E. P.E.# 58705 *0* • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - 000 • • • • • • • • XX DOORS, ALL GLASS TYPES ANCHOR TYPE & 2, 3, WOOD 1 2 CONC SUBSTRATE 3 ALUM LOAD ZONES XX - JAMB 'A' b XX - HEADIStLL "Cr MAX MAX m DOOR FRAME x �3i FRAME HEIGHT WIDTH 0 0 47.75 79.75 4 3 4 2 83.75 5 4 4 2 87.75 5 4 4 2 91.75 5 4 4 2 95.75 5 4 4 2 51.75 79.75 5 4 4 2 83.75 5 4 4 2 87.75 5 4 4 2 91.75 5 4 4 2 95.75 6 4 4 3 55.75 79.75 5 4 4 2 83.75 5 4 4 2 87.75 5 4 4 2 91.75 6 4 4 3 95.75 6 4 4 3 59.75 79.75 5 5 4 2 83.75 5 5 4 2 87.75 6 5 4 3 91.75 6 5 4 3 95.75 6 5 4 3 63.75 79.75 5 5 4 2 83.75 6 5 4 3 87.75 65 4 3 91.75 / ) /6� 4 3 95.75 � 7 4 3 67.75 79.75 6 5 4 3 83.75 6 5 4 3 87.75 6 5 4 3 91.75 7 6 4 3 95.75 7 6 4 3 71.75 79.75 6 5 4 3 83.75 6 5 4 3 87.75 6 5 4 3 91.75 7 6 4 3 95.75 7 6 4 3 6" MAX. 20-7/8' MAX. O.C. 9" MAX 13-1/4" MAX. T 23-1/8" MAX. O.C. 71 3/4" MAX. DOOR FRAME WIDTH TYP ELEVATION OF XX CONFIGURATION 91-3/4' HEAD ZONED" SILL ZONE "D" HEAD ZONE "D" 9" ♦• •• MAX. I-F- SILL ZONE "0" 95-3/4" MAX. FRAME HEIGHT 1 13.05" O.C. a • Design Pressure See Sheet 2, Table 1 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4' MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR, ANCHOR TYPE 3 INTO WOOD DESIGN PRESSURE _ +75 / -75 PSF, SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS 62 EACH JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL OSEE CIRCLED VALUES ON TABLE 6. • • .• x = DENOTES ANCHOR LOCATION. 13-4/4" • • • • • • ••• • • p • • • • • se-- r' MAXS • • • 63-3/4" • • • • • • • • • LOAD ZONES FOR X)f,ONF:IGURATI(3N: . : •: & ANCHORAGE LAYOUT USED 4N LXA1• VIPk • • • • ' • • $IODUC f MEWED ee•pgly *id die Florida Moen Code AP:apogee N• . ?-Osn'• O I EsNMetY.Oar c/ 12 A 1 2.2. F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - D4/10/17 N 0 0 e100 ALUM. FRENCH DOOR & SIDE LITES, LM cn 0 03 cc Z W Fe UM0)0 XX DETAILS LD Ada 0 ON DMO tL 0 1MM4S H- Z 00S �-J J 0 MN1 "SOO SSuu0s �ttttl a I///i ,.'` NY LYNH `y1,5CE . . ,ap .. Mi OCENSF ' •. C‹.0% *, : No. 58705 7. a f''7S'O t NAL �,1 ``s A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • TABLE 7: O SIDE LITE, ALL GLASS TYPES ANCHOR TYPE & 2, 3, WOOD 1 2 CONC SUBSTRATE 3 ALUM LOAD ZONES 4 0 - HEAD/SILL "E" 0 - JAMB "B" 0 - HEAD/SILL "E" MAX MAX co SIDE L 1'E FRAME < FRAME HEIGHT WIDTH O 10.75 79.75 4 1 4 1 83.75 4 1 4 1 87.75 4 1 4 1 91.75 4 1 4 1 95.75 4 1 4 1 12.75 79.75 4 2 4 2 83.75 4 2 4 2 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 19.00 79.75 4 2 4 2 83.75 4 2 4 2 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 21.75 79.75 4 2 4 2 83.75 4 2 4 2 87.75 4 2 4 2 91.75 5 2 4 2 95.75 5 2 4 2 27.75 79.75 5 2 4 2 83.75 5 2 4 2 87.75 5 2 4 2 91.75 6 2 4 2 95.75 6 2 4 2 36.13 79.75 6 3 4 3 83.75 6 3 4 3 87.75 7 3 4 3 91.75 7 3 4 3 95.75 7 3 4 3 36.75 79,75 6 3 4 3 83.75 6 3 4 3 87.75 7 3 4 3 91.75 7 3 4 3 95.75 7 3 4 3 NOTES: 6" MAX. 23-1/8" MAX. O.C. 17-7/8" MAX. O.C. 3-1/4" MAX. 95.3/4" MAX. FRAME HEIGHT 1 36-3/4" MAX. JIDE LITE FRAME WIDTH TYP. ELEVATION OF SINGLE SIDELITE, 0 •• • • • • • • • • •• JAMB ZONE "B" HEAD ZONE "E" SILL ZONE "E" LOAD ZONES FOR SINGLE SIDELITE, 0 • 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIENS. • • • •• • • • • • • • • 2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLDW (4" a.C!F01= C(OIQRETES " �N. �. . I )R CAW): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8 MAX.O. . HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4' MAX. O.C. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHECr 11 • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • Design Pressure Sea Sheet 2, Table 2 FRODDC r REVISED a aaaaplylag wIM tit Meld* Ma ba* Cade Amputate No) 7- O )u F• O I EapkaNa• ale rc F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 0 U 09 O O alo0 ALUM. FRENCH DOOR & SIDE LITES, LM 0 10 0 DETAILS ,aa 0) 0 ON 0M0 LL 0 rn N 1- z "sa0 u6S A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • XO & OX, ALL GLASS TYPES ANCHOR TYPE & 2 3, WOOD 3 ALUM 1,2, CONC SUBSTRATE LOAD ZONES O- HEAD/SILL "E" 5 O-JAMB B" 0 - HEAD/SILL "E" b X- JAMB'A MAX MAX1C m N < m SIDE UTE DOOR MAX m m FRAME FRAME FRAME _ _ WIDTH VMDTH HEIGHT O x x x 10.75 25.50 79.75 4 2 3 5 4 2 2 4 83.75 4 2 4 5 4 2 2 4 87.75 4 2 4 5 4 2 2 4 91.75 4 2 4 5 4 2 2 4 95.75 4 2 4 8 4 2 2 4 12.75 27.50 79.75 4 2 4 5 4 2 2 4 83.75 4 2 4 5 4 2 2 4 87.75 4 2 4 5 4 2 2 4 91.75 4 2 4 6 4 2 2 4 95.75 4 2 4 6 4 2 3 4 19.00 29.50 79.75 4 3 4 5 4 2 2 4 83.75 4 3 4 5 4 2 2 4 87.75 4 3 4 6 4 2 2 4 91.75 4 3 4 6 4 2 3 4 95.75 4 3 4 6 4 2 3 4 21.75 31.50 79.75 4 3 5 5 4 2 2 4 83.75 4 3 5 6 4 2 2 4 87.75 4 3 5 6 4 2 3 4 91.75 5 3 5 6 4 2 3 4 95.75 5 3 5 7 4 2 3 4 27.75 33.50 79.75 5 3 5 6 4 2 2 4 83.75 5 3 5 6 4 2 3 4 87.75 5 3 5 6 4 2 3 4 91.75 6 3 5 7 4 3 3 4 95.75 6 3 6 7 4 3 3 4 36.13 35.50 79.75 6 4 5 6 4 3 3 4 83.75 6 4 5 6 4 3 4 87.75 7 5 5 6�, 4)1 �3 3) 3 4 91.75 7 5 6 7 3 4 95.75 7 5 6 7 4 3 3 4 36.75 37.50 79.75 6 4 5 6 4 3 3 4 83.75 6 4 5 6 4 3 3 4 87.75 7 5 5 7 4 3 Q31( 4) 91.75 7 5 6 7 4 3 �� 95.75 7 5 6 7 4 3 3 4 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 20-7/8" MAX. O.C. 6" MAX. L 23.1/8" MAX. O.C. L 13-1/4" MAX. 37.1/2" MAX. DOOR FRAME WIDTH O 9" MAX. -� 84-3/8' MAX. DLO / E-E / 4 24-9/18" / MAX. DLO 6" MAX. SEE TABLES 1-4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. 33.5/8" MAX. DLO 13-1/4'• MAX. 95-3/4' MAX. FRAME HEIGHT 36-3/4" MAX. SIDE LITE FRAME WIDTH 73-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH '-- TYP. ELEVATION OF XO CONFIGURATION (OX SIMILAR) rHEAD ZONE "D' HEAD ZONE "E" 9" MAX. 6' MAX. \ x Xx xx x x Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 UnrekMorced: See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS, 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS 14' MIN. O.C. FOR CONCRETE. 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4' MAX. FROM CORNERS AND 23-1/8' MAX O.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8' MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE UTE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. EXAMPLE: XO WITH GLASS TYPE B, 36' X 84" SINGLE DOOR WITH 36" X 84" WIDE SIDE LITE, ANCHOR TYPE 3 INTO CONC. DOOR DESIGN PRESSURE = +75 / -75 PSF afr `/`ttelgkftliiiit ActspaR* 17-6,> ' 0 i ts y/z4!z z . Preatart \ Q DOOR ANCHOR REQUIREMENTS FROM TABLE 8: / nJ 4 ANCHORS © DOOR JAMB / m 3 ANCHORS @ DOOR PANEL © HEAD / X 5,3 ANCHORS La DOOR PANEL @ SILL / 4 ANCHORS © SIDE LITE JAMB 3 ANCHORS © SIDE UTE © HEAD 3 ANCHORS 6 SIDE UTE © SILL 5LC7.ONE "E"• • • • • • LOAD 2t7NES FOFt XQ CQNCICtiUR41110t/ & ANCHt AGetAYGNCLUSpD IN E4AMPL_E OX SIMILAR) x • • • / • • • i / • / x •• •I(x •11' c • • •/ •• I--►- 20-7/8" - 6' MAX, ` �I "~ 6" MAX. 9" MAX. -� •'.- 24-3/4" -� • SIIL ZOrie ED^ r • OSEE CIRCLED VALUES ON TABLE 8. x = DENOTES ANCHOR LOCATION. F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 N ""= -1, ALUM. FRENCH DOOR & SIDE LITES, LM oNLL Y O cc rn W .9 XO & OX DETAILS 0s0O L5 0 0 ON SMO D- O 0 F Z O LL uas .1 LYNN •\`\�?ONL ENgf 7e, %* : NO.58706 TE ''/E `. s�Oi NAl..� 11N A. LYNN MILLER, P.E. P.E.# 58705 0410 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • OXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2' 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES JW J li W JMAX ;/- _ m/75 Fo P SIDE Lf1E DOOR MAX 2 FRAME FRAME FRAME HEIGHT < 7 x x 7x WIDTH WIDTH 00 x O O x 10.75 25.50 79.75 4 2 7 4 2 "3 83.75 4 2 7 4 2 3 87.75 4 2 7 4 2 3 91.75 4 2 7 4 2 3 95.75 4 2 7 4 2 3 12.75 27.50 79.75 4 2 7 4 2 3 83.75 4 2 7 4 2 3 87.75 4 2 7 4 2 3 91.75 4 2 7 4 2 5 95.75 4 2 7 4 2 5 19.00 29.50 79.75 4 3 8 4 2 3 83.75 4 3 8 4 2 3 87.75 4 3 8 4 2 5 91.75 4 3 8 4 2 5 95.75 4 3 8 4 2 5 21.75 31.50 79.75 4 3 8 4 2 3 83.75 4 3 8 4 2 5 87.75 4 3 8 4 2 5 91.75 5 3 8 4 2 5 95.75 5 3 10 4 2 5 27.75 33.50 79.75 5 3 8 4 2 3 83.75 5 3 8 4 2 5 87.75 5 3 8 4 2 5 91.75 6 3 10 4 3 5 95.75 6 3 10 4 3 5 36.13 35.50 79.75 6 4 8 4 3 5 83.75 6 4 8 4 3 5 87.75 7 5 8 4 3 5 91.75 7 5 10 4 3 5 95.75 7 5 10 4 3 5 36.75 37.50 79.75 6 4 8 4 3 5 83.75 6 4 8 4 3 5 87.75 7 5 10 4 3 5 91.75 7 5 10 4 3 5 95.75 7 5 10 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND DETERMINED INDEPENDENTLY. MAX. 20-7/8" MAX. O.C. 6" MAX. -h H - L - 23.1/8" MAX. O.C. \84-3/8" MAX DLO 33-5/8" MAX. DLO E-E 4 24-9/16\ MAX. DLO \ 6' MAX. r_ 6" MAX. I • • 24-3/4" MAX. O.C. 13-1/4" MAX. - 7- T-- 95-3/4" MAX. FRAME HEIGHT - LITE FRAME WIDTH 38-3/4" MAX. SIDE 37-1/2" MAX. DOOR y, FRAME WIDTH 109-1/2' MAX. DOOR + SIDE UTE FRAME WIDTH TYP. ELEVATION OF OXO CONFIGURATION (NOT AVAILABLE WITH REINFORCEMENT) HEAD ZONE "F" HEAD ZONE "E" HEAD ZONE "E" / / / / / / / / / / •• •' e! • • • • • •• • • • • • • • • • • •\ •• • • • • • • •• 1. • • • • • • • • • • V • • • • • •• • • • ••\ • • • •• • ••• • •` • • •%LL •• SILL • c.• • • • •ILL• • r• 7r0F^F" • • • • • •7t1MF"c • • • • • • • • • • LOAD ZONESVOR c CLNIFIGUIRA.TION• w N Design Pressure Reinforced: WA Unreinborced: See Sheet 2, TaMes 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4' MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. pRoanc F 1EYIBO with Ihe Imam ea.. Anemaa N. . & 4.01 E.f4VM• Doe -L Mr-er Pro WI Camel F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 ce 0 A >- cv O`t J OuJ O OOQ r Z oW Z N 0 aloe ALUM. FRENCH DOOR & SIDE LITES, LM eon `1 0 0 cc 2 �B as cn w 0 00 sae A. LYNN MILLER, P.E. P.EC 58705 0 ON DM() 0 Z aio.s u_ sayas • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • XXO 8& OXX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES CIO-JAMB"B" 0 - HEAD/SILL "E" XX - JAMB "A' XX - HEAD/SILL "Cr IL [0 JAMB "B" 0 - HEAD/SILL "E" IXX - HEAD/SILL "D" XX - HEAD/SILL "F" N MAX MAX 9OC 3 SIDE LITE DOOR FRAME _ FRAME FRAME FRIGHT WIDTH WIDTH 0 0 10.75 47.75 79.75 4 2 4 3 6 4 2 4 2 3 83.75 4 2 5 4 7 4 2 4 2 3 87.75 4 2 5 4 7 4 2 4 2 3 91.75 4 2 5 4 7 4 2 4 2 3 95.75 4 2 5 4 7 4 2 4 2 3 12.75 51.75 79.75 4 2 5 4 7 4 2 4 2 3 83.75 4 2 5 4 7 4 2 4 2 3 87.75 4 2 5 4 7 4 2 4 2 3 91.75 4 2 5 4 7 4 2 4 2 3 95.75 4 2 6 4 7 4 2 4 3 5 19.00 55.75 79.75 4 3 5 4 7 4 2 4 2 3 83.75 4 3 5 4 7 4 2 4 2 3 87.75 4 3 5 4 7 4 2 4 2 3 91.75 4 3 6 4 7 4 2 4 3 5 95.75 4 3 6 4 8 4 2 4 3 5 21.75 59.75 79.75 4 3 5 5 8 4 2 4 2 3 83.75 4 3 5 5 8 4 2 4 2 3 87.75 4 3 6 5 8 4 2 4 3 5 91.75 5 3 6 5 8 4 2 4 3 5 95.75 5 3 6 5 8 4 2 4 3 5 27.75 63.75 79.75 5 3 5 5 8 4 2 4 2 3 83.75 5 3 6 5 8 4 2 4 3 5 87.75 5 3 6 5 8 4 2 4 3 5 91.75 6 3 6 5 8 4 3 4 3 5 95.75 6 3 7 6 10 4 3 4 3 5 36.13 67.75 79.75 6 4 6 5 8 4 3 4 3 5 83.75 6 4 6 5 8 4 3 4 3 5 87.75 7 5 6 5 8 4 3 4 3 5 91.75 7 5 7 6 10 4 3 4 3 5 95.75 7 5 7 6 10 4 3 4 3 5 36.75 71.75 79.75 6 4 6 5 8 4 3 4 3 5 83.75 6 4 6 5 9 4 3 4 3 5 87.75 7 5 6 5 9 4 3 4 3 5 91.75 7 5 7 6 10 4 3 4 3 5 95.75 7 5 7 6 10 4 3 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 20-7/8" MAX. O.C. 6" MAX. L 23-1/8" MAX. O.C. N 9" MAX. -r AX. 24-3/4" MAX. O.C. MAX. 71 3/4" MAX. DOOR FRAME WIDTH 107.3/4" MAX. DOOR * SIDE LITE FRAME WIDTH SEE TABLES 1-4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. TYP. ELEVATION OF XXO CONFIGURATION (0)X SIMILAR) ZONE "D" ZONE "F" ZONE "E" / \ / \ / \ / \ / \ / \ / / / \ \ \ \ `m w ig N < 01 \ / \ / \•• ••• • • • •/• •• •\ • •\ • • • • •• • • •• • • • „• • • ••r••• e •\ • • • •• •l•• •• /• • • •r \ / \ / • .51 ••• • �SILL�•_1 •-•^- SILL C _ e•T7nnIL "c" s. • • rOASPZONf SFOR(XXO CONFGURATION (O • (X SIMILAR) -• 23-1/8" MAX. DLO 95-3/4" MAX. FRAME HEIGHT Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreinforced: See Sheet 2, Tables 3 & 4 38-3/4" MAX. SIDE LITE FRAME WIDTH NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 24-3/4" MAX O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 8) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. rNODt1c r ft&vIMID tlarwrrc widethe nw i Wein Cole Aacptuee Ne l 0 . O 1 6�aplrsb• Dine ^ l 7 4 \12 IL Ist , (\„ D•dr•et Ce••d F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10H7 0 0 0 a3o0 ALUM. FRENCH DOOR & SIDE LITES, LM Y O 0 cc Cn Z W 1,110.10 XXO & OXX DETAILS "saO naa 0 0 'aN `JAG LL O N N F Z aloe$ J 0 0. LL ai/as �C. . • LICENSE • ....!� * No.58705 i Off••• S . •: '//,,'ONAL 1EN?`'' A. LYNN MILLER P.E. P.E.# 58705 ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • OXXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2' 3, WOOD 3 ALUM 1 2 CONC LOAD ZONES w IXX - HEAD/SILL -F" 0 - JAMB "B" iu IXX - HEADISILL'F' MAX MAX 00f fp 4-3 rn SIDE LITE DOOR FRAME u� u� FRAME FRAME < x WIDTH WIDTH HEIGHT , O O O 10.75 47.75 79.75 4 2 6 4 2 3 83.75 4 2 7 4 2 3 87.75 4 2 7 4 2 3 91.75 4 2 7 4 2 3 95.75 4 2 7 4 2 3 12.75 51.75 79.75 4 2 7 4 2 3 83.75 4 2 7 4 2 3 87.75 4 2 7 4 2 3 91.75 4 2 7 4 2 3 95.75 4 2 7 4 2 5 19.00 55.75 79.75 4 3 7 4 2 3 83.75 4 3 7 4 2 3 87.75 4 3 7 4 2 3 91.75 4 3 7 4 2 5 95.75 4 3 8 4 2 5 21.75 59.75 79.75 4 3 8 4 2 3 83.75 4 3 8 4 2 3 87.75 4 3 8 4 2 5 91.75 5 3 8 4 2 5 95.75 5 3 8 4 2 5 27.75 63.75 79.75 5 3 8 4 2 3 83.75 5 3 8 4 2 5 87.75 5 3 8 4 2 5 91.75 6 3 8 4 3 5 95.75 6 3 10 4 3 5 36.13 67.75 79.75 6 4 8 4 3 5 83.75 6 4 8 4 3 5 87.75 7 5 8 4 3 5 91.75 7 5 10 4 3 5 95.75 7 5 10 4 3 5 36.75 71.75 79.75 6 4 8 4 3 5 83.75 6 4 9 4 3 5 87.75 7 5 9 4 3 5 91.75 7 5 10 4 3 95.75 7 5 10 4J 3 5 ANCHOR QUANTITIES FOR THE DOOR AND S DE LITE TO BE DETERMINED INDEPENDENTLY. M M 2 9" MAX. --� - - 8" MAX. X. --�{ 20-7/8" MAX. O.C. Go 6" MAX. --1 III �--A9" MAX. Ag33 4 24-3/4" MAX. O.C. f ! I / A • I L- / / \ -� \ LI - I-1/8" K. O.C. -!-- / / / \ A \ SEE TABLES 1-4,-'y'- MAX.- 84-3/8" O -f / / \\ • ® � i� \ \I ) / � / I I SHEET 2 FOR REINFORCEMENT 95-3) MA)REQUIREMENTS. FRAI HEIG - C4 T \ / ® - 24-9/16\ MAX. DLO\ \ / / / 33-5/8" "..- MAX. DLO -! - _ . el)A3 WIDTH 1 36-3/4" MAX. SIDE LITE FRAME WIDTH �_ 71-3/4" MAX. DOOR FRAME 143-3/4" MAX. DOOR * SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION ZONE "E" ZONE "F" ZONE "F" ZONE "E"t X Xx X X JAMB ZONE "B" N h w 1 >< /1 X x X >< 1/ X�x / / / / / / / / / \ \ \ \ \ \ ••\ • • \ • • • •.• • •, •x •••x\/x• X 1< \ \ \ \ \ \ \ \ \ / / / / / / it • , • • • • • ► • f•• • I, ✓ • • • ••• • /• • • • • X• )(• >tx••)(x .. •• • • >< m Xw 6 15 X X IAX. -► X x>c I-.- MAX. xx ����11 20.7/8" MAX. 6" MAX. yI • 61tLLc ••• - 24-3/4" -..-1SILLSILL ZONE"E" • ZONE "E" ••&ONEE f" • • • • • • ' • • • LOAD ZOOS FCIE2 OX$O CC3NtIOURAT OIV • & ANCHORAGE tAYOUiPIOSED IN E)ZAAPEE 4" AE HT Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreinforced: See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4' MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. EXAMPLE: OXXO WITH GLASS TYPE B, 71-3/4" WIDE X 95-3/4' HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES, ANCHOR TYPE 2 INTO CONCRETE, DESIGN PRESSURE = *34 /-34 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 11: 4 ANCHORS © EACH SIDE LITE JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL © SILL 3 ANCHORS EACH SIDE LITE @ HEAD 3 ANCHORS EACH SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 11. x = DENOTES ANCHOR LOCATION. Pfli'16BC f ammo • ' .dip **Oa Florid' ▪ 046 Asterismsr.19-oSo'i•01 s:crra.. Diu q 17g 122. kt,-.5 1 • Mae Pia ►idea Ca•Bd F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 0 Lo >- O� J h Zo 'L w Z tu w O • ) Z i a rc Rg N 0 0 0 a1W ALUM. FRENCH DOOR & SIDE LITES, LM co co co 0 D: 1n W 0 �e �o OXXO DETAILS c3 era O O c1 1ae45 2 J 0 6 IL rule rose0 ttttt 111 11// * No. 58705 O.SY FT ' 1/ ,''7S/0NAL FEN... A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• EDGE DISTANCE 2X WOOD BUCK, NOTE 1 EMBEDMENT 114" MAX. SHIM DOOR HEAD (WOOD) EMBEDMENT —.-I 114" MAX. SHIM I EDGE DISTANCE STAGGERED ANCHORS DOOR JAMB (WOOD) —SEE TABLE A, SHEET 1 1/4" MAX. SHIM EMBEDMENT 2X WOOD EDGE DISTANCE BUCK, NOTE 1 DOOR SILL (WOOD) SEE TABLE A, SHEET 1 1X WOOD BUCK, NOTE 1 EDGE DISTANCE EMBEDMENT 1/4' MAX. SHIM SEE TABLE A, SHEET 1 DOOR HEAD (CONC) EMBEDMENT 1/4" MAX. SHIM STAGGERED ANCHORS SEE TABLE A, SHEET 1 —I. EDGE DISTANCE SEE TABLE A, SHEET 1 1X WOOD BUCK, NOTE 1 DOOR JAMB (CONC) SEE TABLE A, SHEET 1 [1/4" MAX. EMBEDMENT EDGE DISTANCE DOOR SIyL•(eC€ ' C), • • • • • • • •• ••• •• • • • •• 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USEO,IN1QNV1RINK, riplkleME,741C UV (300 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TOP SUBSTRATErIF SUBSTRATE 14WQ011134# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • 41 • • • • • • • • EXTERIOR INTERIOR • • •• • • • 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. SEE TABLE A, SHEET 1 DOOR HEAD (ALUMINUM) STAGGERED ANCHORS SEE TABLE A, SHEET 1 EDGE DISTANCE DOOR JAMB (ALUMINUM) EDGE DISTANCE • • • •• • • —SEE TABLE A, SHEET 1 1/4" MAX. SHIM SEE TABLE A, SHEET 1 DOOR SILL (ALUMINUM) (ALL HEAD & SILL SECTIONS) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • MOW( F REY18118 remptying wMt eEbel& broth* Cede An:ma eN• I%-0 Eap4.Oe•ante Mad P►* Pvedm CrMd F) CLARIFIED DETAILS, ADDED ALUMINUM. - JR - 04/10/17 N 0 0 00Q ALUM. FRENCH DOOR & SIDE LITES, LM 0 0 co w Me u o.Q J_ W -J N Z_ 0 0 L) 0 -0N 7MQ to LL O a 1.B1S co Z alOJS 2 J O CI LL 081 0S9Q SBueS A. LYNN MILLER. P.E. P.E.# 68705 2, OTE 1 BUCK, NOTE 1 EDGE DISTANCE EMBEDMENT 1/4" MAX. SHIM SEE TABLE A SHEET 1 SIDE LITE HEAD (WOOD) 1/4" MAX. SHIM MUM r 2X WOOD J BUCK, NOTE 1 EMBEDMENT EDGE DISTANCE SEE TABLE A, SHEET 1 SIDE LITE JAMB (WOOD) EDGE DISTANCE SEE TABLE A, SHEET 1 1/4" MAX. SHIM EMBEDMENT 2X WOOD BUCK, NOTE 1 SIDE LITE SILL (WOOD) SEE TABLE A, SHEET 1 1X WOOD BUCK, NOTE 1 EDGE DISTANCE EMBEDMENT 1/4" MAX SHIM SEE TABLE A SHEET 1 SIDE LITE HEAD (CONC) SEE TABLE A, SHEET 1 1X WOOD BUCK, NOTE 1 SIDE LITE JAMB (CONC) 1X WOOD BUCK, NOTE 1 EMBEDMENT EDGE DISTANCE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 1/4' MAX. SHIM • • • •- - ♦ ED•E DIS•AN•E • • • • • • • • •• •• •• SIDE LIT SILJ ;(c ( Jc 1 •• •• ••• •• • • • • • • • • • •• ••• •• • • • •• 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). EMBEDMENT EDGE DISTANCE SEE TABLE A, SHEET 1 1/4" MAX. SHIM SEE TABLE A, SHEET 1 SIDE LITE HEAD (ALUMINUM) 1/4" MAX SHIM SEE TABLE A, SHEET 1 EDGE DISTANCE SEE TABLE A. SHEET 1 SIDE LITE JAMB (ALUMINUM) SEE TABLE A, SHEET 1 1/4" MAX. SHIM SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 EDGE DISTANCE SIDE LITE SILL (ALUMINUM) 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USE% NGN-SIORINK, Nali4E=1.4IC GIRO-6(3A eSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAdT•USUB:TRA4 E.•F SUBSTRATE ISNNOOI 30S FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • • • • • • • • • • • ••• • • • <� EXTERIOR INTERIOR V �V/ 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) /1110.11C L RE1'Ifii e *limit*, with tie Model' • Cob Ac Acceptw..ac Ns 7-0sb LI•0I Ewing*, Oete .,IS4., Alma! Prot F) CLARIFIED DETAILS, ADDED ALUMINUM. - JR -04/10/17 O 0 0 a1o0 ALUM. FRENCH DOOR & SIDE LITES, LM 0 to ft 1n z W Moe � .0 C7 „Da 0 0 'aN DMO 0) 0 u0 1- z BIODS O LL LL ,SOO sa,uas \`1wit 111///// OOOOO * : No.58705 ' - • 1*_ Let '1111i 111111t A. LYNN MILLER, P.E. P.E.N 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 "CA=740" Outswiiig Aluminum Casement Window '"' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m iamidade._ov/economv -APPROVAL- DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Wiil1 i SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, prepared signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami —Dade County PYadttgt stamp with the Notice of Acceptance number and expiration date by the Miaml--'Ddde Control Section. • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .• . • Det'ai)S•,LM &r • by manufacturer, Contr l•Revisloi CoOily froduct•••• • ••• • . • •• .. •• •. • LABELING: Each unit shall bear a permanent label with the manufacturer's flame 8r log ..4% state, model/series, and following statement: "Miami -Dade County Product Control Approved", un1 ss otherwisQ .• • •• • . noted herein. • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0629.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. •• • • /NOA No. 17-0614‘.14 Expiration: Date: Apri111, 2023 Approval Date: • September;14, 2017 , Page 1 + • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega Y.l (Submitted under previous NOA No. 16-0629.21) • • • • .• 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • . • .. . 2) Uniform Static Air Pressure Test, Loading ptr•PBC, TAS 2.02-94 . . 3) Water Resistance Test, per FBC, TAS 202-514....•. . • • • • 4) Large Missile Impact Test per FBC, TAS 2Q ,- 4 • . . 5) Cyclic Wind Pressure Loading per FBC, TAS'243-94 •.. •.; 6) Forced Entry Test, per FBC 2411.3.2.1, and T rS.202-94 • .. along with marked -up drawings and installation diagram of a Aries A741R1j,1 yving • aluminum casement window, prepared by Fenestration TestingLaboratory, Inc. Test • • Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brzigoi 'P.E. (Submitted under NOA No.12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 06/09/17, 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 P .E. Product Contro Exa ner NOA No. -0 4.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 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. F. STATEMENTS 1. Statement letter of confoiuiance, complying with FBC 5th Edition (2014) and with FBC 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0629.21) " •' • .... •• • .• . G. OTHERS • ••• .•• • 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries •14o.•for their Series "CA-740" Outswing Aluminum Casement Window - L.M.I." a4AxbVed on.u'8h1.1`16 .... •... and expiring on 04/11/18. E-2 . . •• .. • . . • • • • • • . •. • • • • . . .... • .. • • . Manuel P P.E. (jam, Product Contro iner NOA No. -0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 • • GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Glass Types Sheet # 1 5/18" Lami (1/8 An - .090" PVB - 1/8 An) 5 2 7/16' Lane (3/16 An - .090" SG - 3/16 An) 6 3 7/16" Lami (3/16 HS - .090' SG - 3/16 HS) 7 4 7/8' Lami. IG (1/8' An - 7/16" Air - 1/8' An - .090" PVB - 1/8' An) 5 5 7/8' Lami. IG (1/8" T - 7/16" Air - 1/8" An - .090" PVB - 1/8" An) 8 6 7/8" Lami. IG (3/16" An - 1/4' Alt - 3/16' An - .090" SG - 3/16' An) 9 7 7/8' Lami. LG (3/18" An - 1/4' Air- 3/16' HS -.090' SG - 3118' HS) 7 8 718" Lami. IG (3/16" T - 1/4" Air - 3/16' An - .090' SG - 3/16" An) 9 9 7/8' Lami. IG (3/16" T - 1/4' Air - 3/16' HS - .090' SG - 3/16' HS) 7 PVB'= IHUSIFOL® Iva BY KURARAY AMERICA, INC. SG"= SENTRYGIAV BY KURARAY AMERICA. INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4" MAX. —� 37" WIDTH 25.476' MAX. O.C. IF WIDTH IS UNDER 33.478" (HEAD & SILL -~r--�► B, SEE SHEET 2 A 69' VISIBLE I - LIGHT HEIGHT (DLO) I\ I \ / / I / i I I / / 1/ .VI 17 1/2" MAX. A, SEE O.C. SHEET 2 1 J 6' MAX. O.C. USE ANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26' OR OVER 5/16' LAMINATED GLASS STACK .090" TROSIFOL®PVB BY KURARAY AMERICA, INC. 1/8' ANNEALED GLASS EXTERIOR GLASS TYPE 1 7/8" NOM. GLASS STACK 7/18' AIRSPA 1/8' ANNEALED OR TEMPERED GLASS EXTERIOR 7a 6" HEIGHT 4" MAX. J 4-1/2" MAX. O.C. IF WIDTH IS 33.476' & OVER (HEAD & SILL) 30' VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION • ASTM E1300-04 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 • ANSI S100-12 •AISC 360-10 •• • • • • • • • • 1 GENERAL NOTES • ELEVATION • 1• GLAZING DETAILS INSTALLATION • • S •J • ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS 4 ANCHOR QUANTITIES 4 DESIGN PRESSURES • • • 6-9 ASSEMBLY DETAILS 02 10 EXTRUSIONS/SPAC - • • • • •• • • \ L11111111//N// • \ / • •• . 44'10..F:;& • •• • ••• •,9 • NNE• Sir°e: •'s _ • 0� •�. LORIOP i r • • • is LYNN MBJ.ERaP.E. • P.E.# 50705 1/8' ANNEALED GLASS 11/16" GI YRS BITE 5/18' LAMINATED GLASS STACK 1/8'ANNEALED GLASS .0901TROSIFOL8PVB 114' AIRSPACE BY KURARAY 3/16- ANNEALED AMERICA, INC. (0 ASS 7/16' LAMINATED GLASS STACK 3/18' ANNEALED OR HEAT -STRENGTHENED GLASS EXTERIOR .0917SG• BY KURARAY AMERICA, INC. 3116' ANNEALED OR HEAT -STRENGTHENED CS 4AS 11/16" GLASS BITE GLASS TYPES 2 & 3 7/8' NOM GLASS STACK EXTERIOR 11/16' GLASS BITE GLASS TYPES 4 & 5 7/8' NOM. GLASS STACK 1/4' AIRSPACE 3/16' TEMPERED GLASS 7/16' LAMINATED GLASS STACK 3n6' ANNEALED OR HEAT -STRENGTHENED GLASS .060' SG® BY KURARAY --AMERICA, INC. 3/18' ANNEALED OR HEAT -STRENGTHENED GLASS GLASS TYPES 6 & 7 7118" LAMINATED -"� GLASS STACK 3/18' ANNEALED OR EATSTRENOTHENED GLASS .080' SG® BY KURARAY AMERICA, INC. 3/18' ANNEALED OR HEATSTRENGTNENED GLASS 11/16" GLASS BITE GLASS TYPES 8 & 9 Revised By: Dote: Revision: J R 05/25/17 UPDATED ANCHORAGE PER FBC 2017. Revised By: Dote: Revision: PRODUCT REVISED to complying with the FIRid6 Building Cock Accepteoce No '0(v14.14- E jlimtir)p Dee By Warm 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT 0 2017 PGT INDUSTRES, WC. ALL RIGHTS RESERVED Description: GLAZING DETAILS J ROSOWSKI Title: vom. CASEMENT WINDOW DETAILS — LM & SM 08/08/12 CERT. OF AUTH. #29296 Series/Model: Score: Sheet Droving No. CA-740 NTS 1 OF 11 MD—CA740—LM Rev: C • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 EXTERIOR a WINDOW HEIGHT ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB VIS BLE LIGHT HEIGHT (DLO) ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. CONCRETE PER ANCHOR REQUIREMENT EDGE DISTANCE EMBEDMENT JAMB HARD- WARE CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. BUCK HEIGHT ATTACHED TO FRAME JAMB EDGE DISTANCE VERTICAL SECTION B-B EDGE DISTANCE EMBEDMENT OPTIONAL ADDON FLANGE r%I HEAD, SILL & JAMBS INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4' MAX SHIM ATTACHED TO VENT SILL FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. SEE DETAIL NOTES: Al, BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4'. 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM EMBEDMENT BUCK WIDTH ATTACHED TO FRAME SILL BELOW OPERATOR ARM ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. HORIZONTAL SECTION A -A < /a 10' MAX ,11111 I l ll • •• •• •• •• : •`�1. Y LWV 't • • • ` '� • CEYs F • •• t •• • • . • . • IDP�•\ •�OR�1 • • • •• • • ,111111y • • • • • • • • ML'IN N MILLER/P.E. • P.E.4 58705 10' MA( L. SEE DETAIL A2, BELOW NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO 8E INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Side of the Frame Required on each Assembly Tube (FAT) Anchor Type a Wndow Width A B,C&D i 1r-25.9" 1 0 28'+ 1 1 i- Window Anchor Type lai height A B, C & 0 i 1r-25.8' 1 0 26'� 1 1 Revised By: Dote: Revision: J R 05/25/17 NO CHANGES THIS SHEET. STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR EGRESS FORMULAS: - WIDTH, WASH HINGE: WINDOW WIDTH - 13-1/2 WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2 HEIGHT: WINDOW HEIGHT - 6 VISIBLE LIGHT FORMULAS: WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 Revised By: Dote: Revision: PRODUCT REV ISEO a complying with the Florida BuiAcI ce� cor-0614.14. radon Date V•623 ax 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHTO2017 POT NDUSTRIES, INC. All RIGHTS RESERVED CROSS SECTIONS & INSTALLATION J ROSOWSKI CERT. OF AUTH. #29296 Title: Dote: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 >eries�Motlel: Scale: Sheet: Drowinq No. Rev: CA-740 NTS 2 OF 11 MD-CA740-LM C • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 410 • • • • • • • • • 000 • • • 000 • • CASEMENT (X) WINDOW HEIGHT 740 SERIES CASEMENT EXTERIOR WINDOW WINDOW WIDTH FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR (' ASS TYPE. AND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) 740 SERIES CASEMENT WINDOW FIGURE 1: 10", SEE NOTE 7, THIS SHEET 740 740 SERIES SESERIES AS CASEMENT BLY CASEMENT WINDOW TUBE WINDOW <�a EXTERIOR 10", SEE NOTE 7, THIS SHEET MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES FRAME ASSEMBLY TUBE HORIZONTAL SECTION C-C 740 SERIES CASEMENT WINDOW MIN. # 12 X 1" SMS THROUGH — INSTALLATION HOLES EXTERIOR FIGURE 2: ///\ 7 740 SERIES AWNING ii WINDOW' D FRAME ASSEMBLY TUBE D 740 SERIES CASEMENT —� WINDOW • E I'I FRAME _ ASSEMBLY.__y � E TUBE 740 SERIES FIXED WINDOW 'SEE PRODUCTS NOA FOR INSTALLATION SPECS FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D • • 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. • • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PIZESSURP(PMj Sf) FOA�NDOIYS ATTACHED A VERTICAL FRAME ASSEMBLY TUBE' OR DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED" (TAL9LE YSHEER' 4), DETEIMI▪ NE TIE NUMBER weAtiCHIFZSrIEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. • • • • • • • • • • • ••-�— • • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT R'IONry,•� /1I'lCHOFy•. THROIXiH ♦HE WIN9IOWFR, IE INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTQ Alt FRAIIIE ASSEMBLMTUBE (SEE DETAILS ON THIS SHEET). 740 SERIES AWNING WINDOW' FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW 740 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE MIN. #12X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW VERTICAL SECTION E-E • ••• 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKELIp,•SEE FIGUfiES;B 4THS11ET+DEttRI.IICYOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. • PRODUCT REVISED w:compiling with the Florida Building Co& .Acceptance No / Expiration Date FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) H Window Anchor Type LL Width A 8, C & D € 17"-258' 1 0 > 26'+ 1 1 H- Window Anchor Type tr.' Height A B, C & D 5 17' -25.T 1 0 = 26'+ 1 1 N ij 8 C'J d0 O O 0 CO 0 . CC co co 1t„ CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Window Anchors Required Window Width (in) under23' 25-15/16' 27-3/4' 30' 33.1/2" 35" 37' Anchor Group Ancho Group Anchor Orou Anchor Group Ancho Group Moto Group Ancho Group • ABCD ABCD A 6 C D ABCD ABC D ABCDABCD under 23" Jamb 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 Heed/SIN 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 4 3 3 3 5 3 3 3 25.15/16" Jamb 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 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 5 3 3 3 5 3 3 3 363/6" Jamb 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 8 4 4 4 6 4 4 4 6 4 4 4 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 4/3"Jamb 8 4 4 4 5 6 4 4 8 8 4 4 6 8 4 4 8 8 4 4 8 6 4 4 8 8 6 4 IIa.NSil 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 Q8" n. Ja 8 6 4 4 8 6 4 4 6 6 4 4 6 6 4 4 10 8 8 4 10 8 6 4 10 8 8 4 Heed/SID 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 60, Jamb 8 8 6 4 10 8 8 4 10 6 6 4 ID 8 6 4 12 8 6 4 12 8 8 4 12 8 6 4 Head/381 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 6 3 S 3 Jamb 10 6 6 6 10 6 8 8 10 8 8 8 12 8 8 6 12 8 6 6 12 8 6 6 12 6 6 8 Ha.NS61 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 3 3 3 72„ Jamb 10 8 6 6 12 8 8 6 12 8 8 6 14 8 8 6 14 5 8 8 14 8 8 6 14 8 8 6 lead/S81 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 2 2 5 3 3 3 5 3 3 3 79„ Jamb 12 6 8 8 12 8 8 6 14 8 8 6 14 10 8 8 14 10 8 6 14 10 8 8 14 11:1 8 6 Head/Sit 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 2 2 4 3 3 3 5 3 3 3 84" Jan. 12 6 8 6 14 10 8 6 14 10 8 6 18 10 8 6 18 10 8 6 Head/S6 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVAT ONS ON SHEET 1. DIMENS ONS SHOWN ARE WINDOW TIP -TO -TIP. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Group Anchor Sanatoria Mln. Edge Distance Min. O.C. Dlelonse Min Embedment Anchor Pate Required? S. Per 5/8' 1' I-3/6" /40 a12, peel SYS (G5) 6063-15 Alum. 3Ir S/" .063" No A38 Steel 3/8" S'r .057 No A A853 Stud, Or. 33 3/8' SW.048', 20 Ga. No S. Pine 5/r 1' 1-3/8' No 814, gaol SUS (05) 6083-15 Alum. 3/r 5/8' .063' No a 914.410 SS SMS egg Step 3/r 5/8' .060' No A653 Stud, Or. 33 3/r 5/8' .045', 20 Os. No 2.85k Concrete 2-1/2' 4' 1-3/8" No B 1M' NNW Maroon Hollow Bkx:k 1' r 1-1/4' No Hollow Block 2-1/7 5' 1-1/4" No 1/4' steel Macon Hollow Block 1' 8' 1-1/4' Yee C U4' 410 SS 3.35k Contests 1' r 1-3/4' No Clel1Flmr Hollow Block 2-1/2" 5' I.1/4' No S. PM 5/8" 1' 1.39F Yes 812, sap SUS (35) 6063-13 Alum. 3/a' 5/8' .0713' Yes ore12, 410 SS SMS A36 steel 3/6' Ste' .050" Yu A853 Stud, Gr. 33 3/a' sir .045", 18 Gs. Yea S. Pine 5/8" 1" 13./8' Yes 914 sap SU8 (36) 6063-15 Alum. 3/8' 5/8' .0713' Yee er•14, 410 SS BUS A38 Steel 3/r 5/r .060" Yes A653 Stud, Or. 33 3/r 5/8' .04r, 18 Oa. Yes D 2.65k Conner 1' 4" 13/4' Yes 1/4' alap Uaracan 2.89t Concrete 2-1/2' 4' 1-3/8"Yes Hollow Block 2-1/7 5" I-1/4' Yes FNled Block 2-1/7 4" 1-3/4" Yes VC /10 S8 3.35k Concrete 1- r 14/4' Yes Concrete 2-1/7 r 1" Yes Oaten.3.35k Hollow Block 2.1/7 8" 1-1/4" Yes 3.5k Concrete 1-1/4" 5' 13/4' No 5nr steel Ultrecon Hollow Block 3-ilr 5' 1-1/4" No F61ed Block 2-117 r 1-3/4' Na 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. TABLE 4: Jamb Snubber Locations Glass Type: PVB SG (Types 1, 4 & 5) (Types 2, 3 & 8-8) 63' 12' max. atm is and Reqtgta ne each end & 3r kiss max O.C. .1 IaA"r 17 max. tom 12' max. tan g 63 each end & 30' max O.C. each end & 30" max O.C. 5 PRODUCT REVLSEO as complying with lb, Fkrlda Building Code 1 - ' Acceptance No 1 expiration Dale rod./ 'PVB". TROSIFOL® PVB BY KURARAY AMERICA, INC. SG - SENTRYGLAS®BY KURARAY AMERICA, INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" HEAT -STRENGTHENED, LAMINATED GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE, *70/-85 PSF DP REQUIRED CASEMENT ANCHORS: A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF 070/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REWIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 11, A 34" X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF +70/-90 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. •• • • • • • • • • •• C) FROM TABLE 2A: ANCHORS,REIR. QUIRGD LEASH J.MB. ♦• D) SIMILARLY, 3 ANCIi••gtS AR! gEQ=11RIt IN••R16 THE♦-4E/• -ILL. • • E) DISTRIBUTE ANCHORS FOLLOWING• • GUIDELINES FROM ELEVATION ON SHEET 1 F) PER RULES O SHE INSTALL 1 CASEMENT (H ADDITIONAL? &1R AE FRAME• ASSEMBLY TU8,E:DE O THE FIXEQ . • (HEAD & SILL. • • • • • • • • • • • • Mete al Mln. Fy Mn. F. Step Seine 92 ksl 120 ksl 410 Screw 90 ksi 110 MI r Eko UsrePorl1 6 155 ksi 177 ksl A0 S5 Ea• C lleFk•• d27.4 ksl 189.7 ksi • 8063-T5}.knIr1sM • 18 kal 22lop • •A38 Seal • • • 38 kat 58 Ks/ 0r. 33 g). I!tud• • 33 kW 45 ksl SAMPLE CONFIGURATIONS: X `X X O X O O ( X O • NOT ALLOWED WITH FRAME ASSEMBLY TUBE 0 _....,4.,_ 10'��10" [-_,._, 4 f -st-i 4' 10 61' 6 I / _ / \ /I— — — — / — — 4 I I 26" —.4 13" = 00 13" �i 34" II 106" 4" T U5 CV O tV 6 OD o°O 0 o 0 co 0 O i o 1U LL 0 Nr 6 I— to O Q CERT. OF AUTH. #29296 xt)11111 ```.��ONY LVIyN�.,�, * : NO.5S705 A. LYNN MILLER, P.E. P.E.a 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • TABLE 5: - Design Presage (pet)br Single Windows, AO Anchor Groups Window Width under 23" 25-15/16" 27-314' 30' 33.112" 35' 37" under 23' +70/90 +70/40 +70/-00 +70/-90 +70/-90 +70/90 +70/-90 25-15/18' +70/90 +70/-90 +70/90 +70/-90 +70/90 «70/90 «70/40 383/8' +70/-00 +70/40 +70/-90 +70/-90 +70/90 +70/90 +70/-90 48" +70/410 +70/-90 +70/-90 +70/90 +701-90 +70/-90 +70/431 r 60-8/8"k +70/410 +70/-00 +70/-90 +70/-GO +70/40 +70%90 +70189.2 60' +70/90 +70/40 +70/90 +70/-88.5 +70/40.6 +70/-77.7 *70/-74.3 63' +70/40 +70/90 +70/430 +70/-84.3 +70/-78.5 +70/-73.7 +70/-70.1 72' «70/40 ♦7d-87.2 +70/-77.7 +80/-71.5 ♦80/- 82.4 +801- 80.9 +/- 59.3 78' +70/40 +70/-84.8 +70/-75.7 +/47.3 +/- 58.9 */- 57.2 +/- 55.8 84' +70/90 +70.80.4 +70/-71.3 +60/421 +/- 54.2 TABLE 6: FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) 4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB -1/8" AN) PVB'= TROSIFOL®PVB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW wIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED xr complying with the Flrek 4 Building Cod. Acceptance Not -0 4. 4- r. nation Date Miro Design Pressure (pst) br Windows Attached to • Vertical Frame Ansonbly Tube Window Width under 23" 26-16/16" 27-3/4" 30" 33-1/2' 35" C' 37 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor. Group Anchor Group A B C D A B C&D A 8 C&D A B C&D A 8 C&D A B,C&D A B,C&D under 23" +70/-90 +70/-90 +70/40 " +701-90 +70/-90 +701.90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 25-15/16" +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/00 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/b0 +70/-90 +70/-90 +70/.90 +70/-90 +70/-90 +70/-93 +70/-90 +70/-90 38-3/8" +70/-90 +70/-76.4 +70/-90 +70/-90 +70184.5 +70/00 +70/-90 +70/-79 +70/80 +70/-90 +70/-73 +70/-90 +70/-90 +70/81.8 +70/-90 +70/-90 +70/-78.3 +701-90 +70/-74 +70/80 48" +70/-76.2 +/81.1 +70/-73.1 +70/-90 +/67.5 +701-90 +70/-90 +/83.1 +70/-90 +70/-90 +/-58.4 +70/-90 +70/-90 +/-65.4 +70/-83.9 +70/-90 +1-628 +70/-93 +/-59.2 +70/-90 1(505/8". +70/-723 '+/•57.9 +/89.3 +70/-90 +/-64 +70/-90 +70/-93 +/-69.9 +70/-90 +70/-90 +/56.4 +70/-88.7 +701-90 +/-82 +70/-79.6 +70/-90 +/89.3 +70/-90 +/-56.1 : +70/-89.2 60" +/81 +/-48.9 +/-68.6 +70/-90 +/-54 +70/-68.6 ' +70/-90 +/-50.5 +70/81 +70/-90 +/.48.7 +70/-74.9 +70 -88.5 +/52.3 +/-67.1 +70/-80.3 +/50.1 +70/-77.7 +/-47.4 +701-74.3 83" +/-58.1 +/-48.5 +/-55.7 +70/86.7 +/51.5 +701.825 +70/-90 +/-48.1 +70/-77.1 +70/-90 +/-44.5 +70/-71,3 +70/84.3 +/-49.8 +/-63.9 +70/-76.6 +/-47.7 +70/-73.7 +/-45.1 +70/-70.1 TABLE 7: Design Pressure (pet) to W ndow Attached to a 1Wh0/5 Franc As0rtbry Tube Widow Width under 23* 25-15/1" 2734' 30' 33-1/2" 35' • 37' Anchor Group Anchor Group Anchor Group Anchor Grote, Anchor Group Anchor Group Anchor Group A4 All An A B C&D A Al C 4 D A B C 4 D I4M I s S tndar23' .70/40 +70'40 +70/40 +70/40 +70/-90 «70/97.6 +70/-00 +70/40 «70/43.8 +70140 +70/40 +70/-79.2 +70/40 25-16/16- +70140 +70r40 +70/-90 +70/40 +701.90 +70-80 +70/40 +70/40 +70/-00 +70/40 +70/47.5 +70/40 +70/40 38-3/V +70140 +70/-90 +70/40 +70/-90 .70140 .70/-00 +70/40 *70/40 +70/40 +70/40 +70/45.8 +70/40 •70/40 +70/-90 +70/-90 +70/-90 +70/40 +70/-90 +70/40 +70/-00 +70/-90 +70/40 +70/40 +7d40 *70/41 •70/40 50-5/8" +70/-90 *7040 +7d40 +70/-90 *70/40 +70/40 +70/40 +70/40 +70/40 +75-40 +70/49.2 +7049.2 +70/181 ar ++70/40 *7(7-90 +70/-90 +70/48.5 +70/40.6 +70-80.6 +70/40.6.70/-77.7 «701-77,7 +70/-77,7 +70/-74.3 +70/44.3 +70/-74.3 63' +70/40 *70/40 +7d40 +70/44.3 +70/-70.5 +70/-76.5 +70/-76.5 +70/-73.7 +701-73.7 *70/-737 +70/-70.1 +70/-701t1 +70/-7091 72' +70/40 +7d47.2 +70/.77.7 *70/-71.5 +60/42.4 +6d-82.4 +60142.4 +00/40.9 +80/40.9 +60410.9 +/49.3 +/Ig• • +I39.3 78' +70/40 +70-54.8 +70/.75.7 +/47,3 +/-58.9 +/-58.9 */-58.9 +/57.2 +/.57,2 +/47.2 +/.55.6 +/-566 */-A.? 84' +70/40 +70/40.4 +70/-71.3 +00/432.1 */54.2 +/-54,2 0.54.2 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • ••• • • • • ••• • • • • •• • • FRAME ASSEMBLY TUBE WIND HEIGHT i 1 10" TMAX. ADDITIONAL ANCHOR (4), IF REQ. • • •• • • • I A'IN90W •' -�-I S• •WI[XH • SEE SHEETS 'ls& 4EORjNINDOV%ANCHOR LOAIIIONS•1ND 0e1ANEITIIS•SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 10' MAX WINDOW HEIGHT L WINDOW WIDTH I -- -I FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. W J CO 5 0- a 1n N 0 co o `�`11r,11111 7/// ,,,0NY LYNNM'i., 't .•''�10ENs6. • �:, ( *: No. 58705 '•. * - 6A b;4-:: • ' I:A` P.E. P.E.M 50705 OF AUTH. #29296 w U ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ve • Design Pressure (psf for Single Windows, All Anchor Groups Window Width under23' 25-15/18' 27-3/4' 30" 33-1/2' 35" 37" Z48' under 23" +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/.130 +90/-130 25-15/18' +90/-130 +90/-130 +90I-130 +90/-130 +90/-130 +90/-130 +90/-130 38-3/8' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +9a-130 +90/.130 +90/-130 +90/-130 505/W +90/-130 +90/-130 +90/.130 +90/-130 +90/-130 +90/-130 +90/-130 80' +90/-130 +90/-130 *90/-130 +90/-130 +90/-130 +90/.130 +90/-130 63' +90/-130 +90/-130 +90/-13D +90/-130 +90/.130 +90/-130 +90/-129.8 72' +90/-130 +90/-130 +90/-130 +90/-130 +901.129.1 +901-122.5 +901.113.8 76' +91Y-130 +90/-130 *90/-130 +90/-130 +90/-124.1 +90/-118.7 +901-107.8 04" +90/-130 +90/-130 +90/-130 +90/.130 +90/.118.4 TABLE S. FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) 'SG". SENTRYGLAeBY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED re umplping with the Flarida R+4/4)0g Code A4¢eptance No rationData;r2023 ask"*adurtt 1 1 under 23" 25-15/16" 385M" 48' so -sir 60" Design Pressure fpst) for Windows Attached to a VV Frame Assembly Tubs Window Width A +7a40 +7a40 +7a60 +70/.78.2 +70/-72.3 */-01 under 23" Anchor Group 8 +70/-90 +70/-90 +70/.76.4 +l$1.1 +/s7.9 ♦/48.9 C +70/40 +7aA0 +70/-90 *70/-73.1 +/-69.3 +/-58.5 D +7a-90 +70/-90 +70/-90 +70/-90 +7a-90 +7a40 25-15/16" Anchor Group A +70/-90 +701-0 +7a•90 * 7a54.4 + 7a-00.1 +1.67.5 8 +70/-90 +70/-90 +70/-90 +70/-90 +70/.90 +70/436.8 C&D +70/-90 +70/-90 +70/-00 +70/-90 +70/-90 +70/-90 27.3/4" Anchor Group A +70/-90 +70/-90 *70/-90 +70/.78.9 +7a-74.8 +I43.1 B +70/40 +70/80 +70/-90 +70/40 +70/-90 +70/-81 c&0 +70/-90 wa-90 +70/-90 +7a50 +7a-00 +7a-00 A +70/-90 +70/-90 +70/.90 ♦70/.73 +/40.2 */58,4 30" Anchor Group B +70/-90 +701-90 +70/-90 +70/-90 +7a488.7 +70/.74.9 C +70/-90 +70-90 +70/.90 +70/.90 +70/-90 +70/.89.6 D +70/40 +7a40 +7a40 +70/-90 +70/40 +7a40 A +70/-90 +7a-00 +70/-90 +70/-78.5 +7a-74.4 +/82.8 33.1/2' Ancho Group B +7a40 +7a4M +70/-90 +70/90 +70/-90 +7a53.9 C +70/-00 +70-90 +70/-90 +70.90 +7a-90 +70/40.3 D +7LV-0 +70140 +7a30 +70/-90 +70/-90 +7a-00 A +70/-90 +70/-90 +70/.90 +70/-75.1 +70/.71.2 +/80.1 35" Ancho Group 8 *70/-90 +70/-90 +701.90 +70/-90 +70/-90 +7a-00.2 C .70/-90 +70.90 +70.90 +70.90 +7a-90 +70/-90 D +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 A +7a40 +7a410 +7a-00 +7a-82.9 +70/-76.6 +/-66.3 37" Anchor Group B +70/.90 +70/-90 +70/-90 +70/-80 +7a59.9 *70/-75.9 C +70/-90 +7a40 +7a40 +70/40 +70/-B0 +7a-90 D +70/-90 +701-0D +70/-90 +70/0 +70/-90 +73/-90 63' +/58.1 +/45.5 +/-55.7 +70/-88.7 +1b1.3 +70/-82.5 +70/-90 +/-60.1 *70/-77.1 +7a-00 +/-55.6 +70/-71.3 +70/-85.3 +70/-90 +/59.8 +70/-79.9 +7a-76.5 +7a40 +7a-78.4 *7a-90 +7a40 */43.1 +70/-723 +7a-06.5 +70/-90 Design Pressure (pa) for Windows Attached to a Horizontal Frame Assembly Tube Wnd*w Width wake 23' 25-15/16" 27-3/4" 30' 33-1/7 35' 37' Anchor Crap Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All A 8 C&D A B C5D A 8 C&0 P t 3 under23' +7a40 +70/-00 +70/-0 +70/-00 +70/40 +70/47.8 +70/-90 +70-90 +70/-3.8 +7040 +70-00 +70/-79.2 +70/-90 25-15/113' +70/-00 +70/40 +70/-90 +70/-00 +70/-00 +70/.90 +70/-00 +701-00 +70/-90 +70-0 +70/-07.8 +70/40 +70/40 383/8' +701410 *70/-00 *70/90 *70/40 +70/40 +70/40 +70/-90 +70/40 +70/-90 +7040 +70/40 +70/-0 +70/-90 48' +70140 *70/40 +70/40 +70/40 +70/-00 +75/ 0 .70/40 +70/-00 +70/-90 +7040 +70/40 +70/-91 .+70/-99. so5ta +7a-90 *7a-0o +7a-90 +70/40 +70/-90 +70/-90 +7a4o +70/-90 +70/-90 *7a-0D +70/-907a� o +0 +lot ea +70/40 +70/-90 +70/-90 +70/-90 +70/40 +70/-00 +70/-90 +70/40 +70/-90 +70/40 +70/40 +70190 +701-90 53' +70/-00 +70/-90 +70/-0 +7P-90 +701i0 +70/40 +70/-90 +70/40 +70/-90 +70/-00 +70140 +70/49 +70/-�p9p-tr0pa 72' +70/40 +7a40 +7P-00 +70/-90 +70/-90 ♦70/-90 +70/-90 +70/-90 +7a-00 +70/-90 +70/-90 +70L-9i •/ 76' +70140 +7a-00 +7040 +70/-90 +70/40 +7a40 +70/40 +70/-90 +70/-00 +70/-90 +70/.90 +70/-900 +7040 8P +701410 +75S0 +70+90 +70/-90 +70/-00 +70/-90 +lam NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • ••• • • WINDOW HEIGHT FRAME ASSEMBLY TUBE i 1 - 10' MAX. ADDITIONAL ANCHOR (4), IF REO. ••• - +_{I••�'�j��IN�14-•• • • YIN • SE SE'.'1' ,R 4 fits *INDOW ANCHOR dOT11 DI CIt�AN SAS SHEET 3FO YA DITI REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • is • • • • • • • 10" MAX -H WINDOW HEIGHT L WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ SEE SHEETS 1 5 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. U5 w J oa s 1` 10) N 3 1n So N 02 O o° 0 =moo. C« ,.•.FC OOt`.••' '/SRI SI GNAL E?G. / A. LVIJ�JI5IIILLER. P.E. rU 2 s2 P.E.4 58705 Z CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11: - Design Pressure (peg for Single Windows, All Anchor Groupe Window Wroth under 23" 25-15/16' 27-3/4" 30" 33-1/2" 35" 3T g 1 under 23" +90/-130 *90/-130 _ +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 25-15/16" .90/-130 .90/-130 +90/-130 +90/-130 *90/-130 +90/-130 +90/-130 383/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 48" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 *90/-130 +90/-130 50-5/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 60" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 63" +90/-130 .90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 72" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 *901-130 76" +901-130 +90/-130 +90/-130 *90/-130 *90/-130 +90/-130 +90/-130 84" +90/-130 +90/-130 +90/-130 +90/-130 *90/-130 FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) SG"= SENTRYGLAS/8BY KURARAV AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED as complying with the Florida Building Code ,A Acceptance at .i '.1'► "23 Expiration Date 20,22,24 26 B ado Product C Design Pressure (pet) for Windows Attached to a Vertical Frans Assembly Tube Window Width under 23' 25-15/16" 27-3/4" 30" 33-1/2" 35" 37. Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group Anchor Group A B C 0 A B C&D A B C&D A B C D A B C 0 A B C D A B C D under 23" *70/90 +70/40 +70/-90 +70/-90 +70/-90 +70/-90 *70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 *70/-80 25-15/16" +70/-90 +70/40 +70/40 +70/-90 +70/90 +70/-90 *70/90 .701-90 +70/40 +70/-90 +70/-90 +70/90 +70/90 +70190 +70/-90 +70/-90 +70/90 +70/-90 +70/40 +70/-90 +70/40 +70/90 .70/40 +70/90 +70/.90 +70/-80 38-3/8" *701-90 +70/-78.4 «70/90 +70/430 +70/-90 +70/90 +70/-90 *70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/40 +70/40 +70/90 +70/90 +70/40 +7($90 +70/-90 +70/90 +70/90 +70/-90 +70/.90 +70/40 *70/90 +70/-90 48" *70/-76.2 +/-81.1 +70/-73.1 *701-90 +70/-84.4 +70/40 +70/90 +70/-78.9 +70/90 +70/-90 +70/-73 +70/90 +70/40 +70/40 +70/-78.5 +70/-90 +70/40 *70/-90 +701-75.1 *70/90 +70/90 .70/-90 .70/429 +70/90 .70/90 *70/90 50.5/8" +70/-723 */57.9 +/99.3 +70/90 +75/80,1 +70/40 +70/-90 +70/-74.8 *70/90 +70/-90 */49.2 .70/-8.7 .70/40 +70/90 +70/-74.4 +70/-90 +70140 +70/-90 +701-71.2 +70/-90 +70/90 +70/-90 +70/-78.6 +70/49.9 .70/-90 +70/-90 60" +/91 +/48.9 +/-58.5 +70/-90 +/47.5 +701469 +70/-90 +/93.1 +70/91 +70/90 +1.58.4 +70/-74.9 +70/-69.6 *70/40 +/-628 +70/-83.9 +70/40.3 +70/-90 +190.1 *70/90.2 +70/-80 +70/-90 +h86.3 *70/.75.9 +70/90 +70/90 63" +/-58.1 +/48.5 */d5.7 +70/-88.7 +/94.3 +70/4825 +70/40 +/-60.1 +70/-77.1 +70/-90 +/35.8 +70/-71.3 +70/-85.3 +70/90 */-59.8 +70/-79.9 +70/-78.5 +70/-90 +/97.2 +70/-76.4 +70/90 +70/-90_ +443.1 +70/-723 +70/48.5 +70/90 Design Pressure (pet) for Windows Attached toe Horizontal Frame Assembly Tuba Window Width under23" 25-15/18" 27-3/4" 30" 33-1/2' 35" 3T Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All A B C & D A B C & 0 A B C6D S48" i under 23" +70/90 +70/40 +70/-90 +70/-90 +70/90 +70/-87.6 *70/40 +70/-90 +70/-83.8 +70/-90 +70/-90 +70/-79.2 +70/-90 25-15/16" +70/90 +70/40 +70/-90 +70/-90 +70/-90 +70/-90 +70/40 +70/-90 +70/-90 +70/-90 +70/47.6 +70/-90 +70/-90 383/8" +70/90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/90 •4 +70/-90 +70/40 +70/40 +701.90 +70/-90 .70/-90 «70/40 +70/-90 +70/90 +70/90 +70/-90 +70/�7/�. : *14/9: 50.5/8" +70/-90 +70/-90 +70/-90 +70/40 .70/-90 +70/-90 +70/90 .70/90 .70/-90 +70/-0 .7000 .70/90• +7aa/47, 60" +70/-90 +70/40 +70/-90 +70/40 +70/40 «70/-90 +70/40 +70/-90 +70/-90 +70/-90 +70/4R +70/->bs • +',•/99• 63" , +70/90 +70/-90 .70/90 +70/40 +70/40 +70/40 +70/40 +70/-90 +70/-90 +70/90 +70 +Na + g,}i' 72" +70/-90 +70/90 +70/90 +70/-90 +70/-90 +70/40 *701-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 78" +70/-90 +70/-90 +70/-90 +70/-80 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/.90 +70/40 +70/-90 84" +70/40 .70/-90 +70/-90 +70/-90 +70/-80 +70/-90 +70/40 NOTES 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME ASSEMBLY TUBE WINDOW HEIGHT 1 A 10" TMAX. �� . 1 ADDITIONAL ANCHOR (4), IF REG. • • • • • 1 •vrtgeoW 1 • • 'Y1 •wlIIfH i- SEE SHE SITS a& 4 FO%WINDOW ANCHOR 1..OEATIO9IS AID 41841,NTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • ••• • • • • • • • • •• • • 10" MAX he- 4 WINDOW HEIGHT L - WINDOWIDTHW FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. w ANY LYN/y ''•,� * : No.58705 i tC ''•'c4ORt03F - s ',• - �''sSI'ONAL A. LY14/ NIICLER, P.E. P.E.a 58705 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • - - Design Pressure (pat) for Single Windows, MI Anchor Groupe Window Width urder23' 25-15/16" 273/4' 30" 33-112" 35" 3T under 23" +70 -90 +70/-90 +70/40 +70/-90 +70/-90 +70/-90 +70/-00 25-15/16' +70/-00 +70/-90 +70/-90 +70/-90 +70/-90 +70/430 +70/-90 3838" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 48" +70V-00 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 505/8" +751-60 +70/-00 +70/-90 +70/-90 +70/-00 +70/-90 +70/40 60' +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/88.8 +70/-54.6 63" +70/-90 +70/-90 +70/-00 +70/-90 +70/-87.2 +70/54 +70/-79.9 72' +70/-90 +70/-90 +70/-88.5 +70/-81.5 +60/-70 +80/-89.4 +80/47.6 76" +701-90 +70/-90 +70/-88.3 +70/-76.7 +60/-67.2 +60/-65.2 +60/-63.3 84" +70/-90 +70/-90 +70/-81.3 +60/-70 +60/-61.8 FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) "PVB"= TROSIFOL®PVB 8Y KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 1e Pset3vtx 7 R0V9SF1 ra eomplyio3 with the Florida Building Code 1I Aoceptonee No ! 'QbW • 14- Eatira'.. Dee ily Miuni Design Pressure (pet) for Windows Attached to a Vertical Frame Astern* TW1e Window Width under 23' 25-15/16" 27-3/4' 30' 33-1/2' 35" 37' Ancho Group Anchor Group Anchor Group Ancho Group Ancho Group Anchor Group Anchor Group A 6 C D A 8 C8D A B C & D A 8 C D A B C D A B C&D A 8 C&D I25.15/16 order 23' - +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/40 +70/-90 +70/40 +701-90 +70/-90 +70/-90 +701.90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/40 +70/-90 +70/40 +70/-90 +70/-90 +70/40 +70h90 +70/-90 +70/-90 +70/-90 +70/40 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-80 +70/-90 +70/-90 +70/-90 +70/40 +70/40 38.3/6" +70/40 +70/-76.4 +70/-90 +70/-90 +70/-84.5 +70/-90 +70/-90 +70/-79 +70/40 +70/40 +70/a3 +70/-90 +70/-90 +70/-90 +70/-81.8 +70/-90 +70/40 +70/-00 +70/a8.3 +70-90 +70/-90 +70/-74 +70/40 +70/-90 48' +701-78.2 +/61,1 +70/-73.1 +70/-90 +/-87.5 +70/-90 *70/-90 +/-63.1 +70/40 +70/-90 +/-58.4 ♦70/-90 +70/-90 +70/-90 +/-65.4 +70/-83.9 +70/.90 +70/-90 +/42.8 +70/.90 +70/-90 +/-59.2 +70/40 +70/-90 505/5" +70/-72.3 +/-57.9 +/-89.3 +70/-90 +/-64 +701.90 +70/-90 +/-59.9 +70/40 +70/-90 +/-55.4 +70/-88.7 +70/-90 +70/-00 +/-62 +70/-79.5 +70/-90 +70/40 +/-59.3 +70/.90 +70/-90 +/38.1 +70/-69.9 +70/-90 80" +/41 +/48.9 +/-58.5 +70/40 +/-54 +70/-88.8 +70/-90 +/-50.5 +70/61 +70/-90 +/-48.7 +70/-74.9 +70/-89.6 +70/-90 +/52.3 +/-87.1 +70/-80.3 +70/-90 +/50.1 +70/-80.2 +70/418.6 +/-47.4 +70/-75.9 +70/44.8 63" +1-58.1 +/48.5 +/55.7 +70/-847 +/-51.5 +70/62.5 +70/-90 +/48.1 +70/-77.1 +70/-90 +/-44.5 +70/-71.3 +70/-85.3 +70/-90 +/-49.8 +/-63.9 +70/-76,5 +70/-87.2 +/47.7 +70/-76.4 +70/-84 +/-45.1 +70/-72.3 +70/-79.9 • Design Preseue (peg for Windows Attached to a Hmliontel Frame Assembly Tube Wlyd+w Width udr23' 25-15/18' 27-3/4' 30" 33-1/2' 35' 3T Anchor Group Anchor Group Anchor Group Anchor Group Anchor Gm p Anchor Group Anchor Group MI All All All A 8 C 5 D A 9 CBD A B C & D f 1 g under 23" +751-90 +70/40 +713/4) +70/40 +70/40 +70/-87.6 +73/40 +70/-00 +70/-83.8 +70/-90 +701-90 +70-79.2 +70/40 25-15/16' +713140 +70/40 +70/-90 +70/40 +70/40 +70/40 +701-90 +70/-90 +70/-90 +70/40 +70/87.8 +70/-90 +70/40 38-3/8" +70140 +701-90 +70/-90 +70/40 +70/-90 +70/-90 +70/90 +70./-00 +70/-90 +70/40 +70/438.8 +70/.90 +70/-90 43" +751- 0 +70/-90 +70/40 +701-90 ♦701-90 +70/40 +70/40 ♦70/-90 +70/490 +70/-90 +70/-90 +70/-90 +70/40 595/6 +70/-90 +70/40 +70/40 +70/-90 +70/-90 +70/-90 +70/40 +70/40 +70/40 +70/-90 +70/49.8 +704W, +Yl/do. 60' +75940 +70/40 +70/40 +70/-90 +70/40 +70/-90 +70/40 +70/48.8 +70/-88.6 +70/98.6 +75/-64.6 +70054.6 +70/44.# 1ST +75/-90 +70/-90 +701-90 +70/-900 +70/417.2 +70/-87.2 +70/87.2 +70/-84 +70/434 +70/434 +70/-799 +70970.9 +70/-79.0 72' +70/40 +70/-00 +70/48.5 +70/-81.5 +60/-70 +60/-70 +611-70 +60/90.4 +60/-09.4 +60/4.4 +60/878 +60/679 .e0/- .! 76' +701-90 +70/-90 +70/68.3 +70/-76.7 +60/437.2 +50/47.2 +60/-87.2 +60/96.2 +80/65.2 +80/65.2 +80/83.3 + 3' +81i-liel 84' +70/40 +70/-90 +70/431.3 +801-70 +60/431.8 +80/61.8 +90/61.8 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME ASSEMBLY TUBE 1 WINDOW HEIGHT _1__I_ 10" MAX. 1T ADDITIONAL ANCHOR (4), IF REQ. • • •I WIN•OWS • • • • • WIDTH • SEE SHEETS j & deeWI COW ANCHOR IACATIOMS AND QUA9jTITIES. SEE SHEET 3 MDR ANY•nDDITIDNNa A9CIIIORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • # • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 10" MAX WINDOW HEIGHT L WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. F- N A. LYNN MILLER P.E. P.E.e 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • • TABLE 17: - Design Pressure (per) br Single Windows, All Anchor Groups Window Width under 23' 25-15/16" 27-3/4' 30' 33-1/7 35" 37' under 23' +90/-130 ' +90/-130 +90/-130 +90/-130 +90/-130 +80/-130 +90/-130 g 25-15/16' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 38.3/8" +90/-130 +80/-130 +90/-130 +90/-130 +60/-130 +90/-130 +90/-130 -48" +93/-130 +901-130 +90/-130 +90/-130 +901-130 +90./-130 +90/-130 2 50518" +90/.130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 60' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 63' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 77 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-124.6 +90/-115.7 76" +90/-130 +90/-130 +90/-130 +90/-130 +90/-128.2 +90/-118.7 +90/-109.6 84' +901-130 +90/-130 +90/-130 +90/-130 +90/-118.4 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SG". SENTRYGLAS•5BY KURARAY AMERICA, INC. WINDOW HEIGHT wIN13ow - WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (pst) br Windows Attached to a Vertical Frame Assembly Tube Window Width under27 25-15/16" 27.3/4" 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Ancho Group Ancho Group Anchor Group Ancho Group A B C D A B C&0 A B C & D A 8 C D - A B C D A B C & 0 A B C 0 E ' $ 1 under 23" +70/.90 ' +70/40 +70/-90 +701-90 +70/-90 +70/-00 +70/-90 +70/-90 +70/-90 +70/-00 +70/A0 +70/-90 +701.90 +70/-90 +70/-00 +70/-90 +70/-90 +70-90 +70/-90' +70/-90 +70-00 +70/-90 +70/-90 +70/-90 +70/-90 25-15118' +70/40 +70/-90 +70/-90 +70/430 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/40 +70/-90 +70/-00 +70/-90 +70/-90 39-3/8" +70/-90 +70/-76.4 .70/430 +70/-90 +70/-90 +70/-90 +70/-90 +701.90 +70/-90 +70/-90 +70/-00 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/40 +70/-90 +70/40 +70/-90 +70/40 +70/90 +70J-00 +70/-00 +70/410 48" +70/-76.2 +/-81.1 +70/-73.1 +70/-90 +70/34.4 +70/-90 +70/-00 +70/-78.9 +70/-90 +70/-90 +70/-73 +70/-90 +70/-90 +70h90 +70/-78.5 +70/-90 +701-90 +70140 +70/-75.1 +70/-90 +70/430 +70/412.9 ♦70/40 +70/-00 +70/-90 505/8" +70/-72.3 +/-57.9 +/49.3 +70/-90 +70/40.1 +70/-90 +70/-90 +70/-74.8 +70/-90 +70/-90 +1.69.2 .70488.7 +70/40 +70/-90 +70/-74.4 +70/-90 +70/-90 +70/-00 +70/-71.2 +70/40 +7014)0 +701-78.8 +70/-89.9 +70/40 +70/-90 60" 4431 +/-413.g +/58.5 +70/-90 +/-67.5 +70/-86.8 +701-90 ./63.1 +70/-81 +70/-90 +/58.4 +70/-74.9 .70/-89.6 +70/40 ♦/-02.8 +70/433.9 +70/-80.3 +70-90 +/50.1 +70/-80.2 +70/430 +138.3 +70/-75.9 +70/-90 +70/4/0 63" +/-56.1 +/48.5 +/-55.7 +70/-88.7 +/-84.3 +70/-82.5 +70/-90 +/30.1 +70/-77.1 +70/AO +/55.8 +70/-71.3 +70/-85.3 +70/ 90 +/-59.8 +70/-79.9 +70/-76.5 +70/-90 +/-57.2 +70/-76.4 +70130 +/53.1 +70/-72.3 +70/-86.5 +70/-80 Design Pressure (ps1 for Windows Attached to a Horizontal Frame Assembly Tube Whdnw Width wider 22 25-15/18' 273/4' 30' 33-1/2' 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All A9 All All A B C & D A B C 8 D A B C 6 D I48' usndr23" +70/40 +70/40 +70/-90 +70/-90 .70/40 ♦70/-87.8 +70/40 +70/40 +70/-83.83 +70/-90 +70/-90 +70/-79.2 +70/-00 25-15/18" +70140 +70/40 +70/40 +70/40 +70/-90 +70/40 +70/-90 +70/40 +70/40 ♦70/40 +70/37.8 +70/40 +70/-90 303/9" .75140 +70/40 +70/40 +70/-90 +70/40 +70/40 +70/40 .70/-90 +70/40 +70/40 .70/-90 +70/-90 +70/-90 +70/40 +70/- 0 +70/40 +70/-90 +70/-90 +701-90 +70/40 +70/40 +70/40 +70/40 +70/-00 +70/40, ui70404 5061e' +70i40 +7(/40 .701-00 +701-90 +70/-90 +70/-90 +70/40 +70/40 +70/40 +70/40 .70/-90 +70/40 +70/40 87 +701-90 +70/40 +70/40 +70/-90 +70/40 +70/-90 +70/-90 +70/40 +70/40 +70/40 +70/-90 +70/40 +70/40 63' +701-40 +70/-60 +70/40 +70/430 +70/-90 +70/-90 +70/40 +70/40 +70/-90 .70/40 +70/40 +70/40 S70/401 77 .70/40 +70/-90 +70/40 +70/40 +70/40 +70/40 +70/40 +70/40 +7040 +70/40 +70/40 +70/10• +70/ 76' .70/40 +70/40 .70/40 +70/40 +70/-90 +70/-90 .70/430 +70/-00 +70/40 +70/40 +70/-90 +70/-90 +70/-90 84" +701- 0 +70/40 +70/40 +70/-90 +70/40 _ +70/-90 +70/40 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW HEIGHT 1 1 10" MAX. f FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF RED. • • • • •SES SHEETS 1 !►4 FOR ViNDOW ANCHOR •LOCATIONS AND QU•NTI"IE39EE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • 10' MAX WINDOW HEIGHT L WINDOW -� WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. .0310C•T RIcV'ZSH13 con10079 with the Pleri la ::ldmg Cods Ot4.4 im/don No!. Aµ.3 sytirntbs Oatc �':']'. f`I �L ® ono Z V a+888 a UZ d o Kj nZ o U �.""QN1 LY/'4' 44, oCENgF'•'.t • * No.58705 �s'•F70R1Dp'.•••G\�� S/ONAL 1E? A. LYNN MILLER, P.E. P.E.#58705 ••• • • • • • • • • • •• • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • • • •• •• 1 WMD/ I • • •1' *DTR tY • • - • • 1' TABLE 20: Item Dwg. # Description Material 1 7002 Main Frame Head, Sill &Jamb 6.063-T6 Alum. 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top, Bottom & Side Rail 6063-T6 Alum. 4 7008 Frame Corner Key Steel 5 7039 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187" x .275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, WW�24" Steel 16 7027 Maxim Dual Arm Operator, WW>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider (Dual Arm) Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 7060 Egress Hinge/Washable (HD), Manuf. by Truth Steel 24 Snubber, Antl-blowout Clip Steel 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Lami Bead B 6063-713 Alum. 36 7042 Lam' Bead C 8063-T6 Alum. 37 7059 Lami Bead D 6063-T8 Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899 Silicon Back beddl ng 60 7006 Screen Frame 3105-H14Alum. 61 7040 Screen Comer Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spllne EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add•onFlange 6063-T13 Alum. 71 7004 Frame Assy Tube 6063-T6 Alum. 80 #8-32 x 1/2" Ph. Pn. Mach. ScrTYPE B Stainless Steel 81 1157 #8 x 1/2" Ph. Pn. SMS Stainless Steel 82 #8x 5/8" FI. Ph. SMS Stainless Steel 83 #8x 7/8" FI. Ph. SMS Stainless Steel 84 Ns 1" FI. Ph. TEK Stainless Steel 85 #8x 1" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel 87 #lox 1/2" Ph. Pn./ TEK Stainless Steel 89 1/10-24 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 I$12 x 1" Ph. Pn. TEK Stainless Steel • ••• • • • • • • •• • • • •• • • tl11ipt S"'• • • ••• • A. LYNN MUIR. P.E. • ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR SASH AS REQUIRED PER © CORNERS TABLE 3, SHEET 4 O G'' A INTERIOR FRAME CORNERS 0 1011111 W I,T •• ••• • • ��/ • • • • y`�,r �01i: •... 84, '- • •• • • 4• `t.''t1C�J • �( • • •• . . • • • S``• •••.t' -% • • • • •• ••• •Ir * y• I11o.5P706•r'•.. *-- • • i F[OiADP}'', , f• P.E.# 58705 Revised By: Dote: Revision: JR 05/25/17 NO CHANGESTHIS SHEET. Revised By: Dote: Revision: PRODUCT REVISED as emptying with the Fa•ida Buiidia6 Code Accepraeae Nor - 07/4 .14• Date �•-�•• By Mia,Dn a. de' .duct Control 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT° 2H7 POT INDUSTRIES. INC. ALL RIGHTS RESERVED BOM AND CORNER VIEW J ROSOWSKI Title: CASEMENT WINDOW DETAILS - LM & SM Dote: 08/08/12 CERT. OF AUTH. #29296 Series/Model: CA-740 Seale: Sheet: Drawing No. NTS 10 OF 11 MD-CA740-LM Rev: ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SILICONE STRUCTURAL POLYISOBUMENE WITH DESICCANT EXT. GLASS KODISPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS 1/4" NOM. INT. GLASS ALUMINUM REINFORCEMENT 5/16" NOM. INT. GLASS DURASEAL® SPACER STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS HOT -MELT BUTYL 3/16" NOM. INT. GLASS SUPER SPACER® NXT n`I POLYISO- BUTYLENE SEAL STAINLESS STEEL trretROLL-FORMED EXT. GLASS XL EDGE TM SPACER DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL INT. GLASS Part# Description Material 100 Kommerling 4SG TPS Spacer System • See this Masetr IDS Materials d • • 101 Quanex Super Spacer nXT with Hot Melt Butyl 102 Quanex Duraseal Spacer 103 Cardinal )L Edge Spacer REFERENCI= TEST REPORTS: FTL-8717, 8968 & 897 OFRAME HEAD, SILL & JAMB #7002, 6063-T6 i1 1.356" 1jj" I 441" .095" J OANCHOR PLATE #7071, 6063-T6 706" .050" �— Fr 66 .865- B,67 �35 #703660663-T6 •• • • • • • • • i*: •� • • ••: *- • 1. = - 13p trt • • • • r• •�,�OR11�' �l`'• • ` i°f•I.% • • ••• , a,• • • • • • • Il illijl • • • • • 6 • • M. LYNN MILLE•• P.E. • P.E.# 58705 `.0011111 o,,7 • • • • •�. YLYIWJ I) • • • •J\ •1.14N`� •�e�-_, •;.Q�-. • • • • .1 - o.S8705 •.• - .870" .nz^ .050" BEAD D #7059, 6063-T6 SASH TOP, BOTTOM & SIDE #7003, 6063-T6 .040' 1.000' 423" FIXED 6l) SCREEN FRAME #7006, 3105-H14 .523' .050' —11 .865' BEAD C #7042, 6063-T6 Revised By: Dote: Revision: J R 05/25/17 NO CHANGES THIS SHEET. .125' .06r 093" -� 71 FRAME ASSEMBLY TUBE #7004,6063-T6 .093' 2.203' +� is 1 .093" I 70 ADDON FLANGE #134, 6063-T6 Revised By: Date: Revision: PRODUCT REVISED as complying rvitb the Maeda Budding Code Acceptance No 7"0f.1M �17r4,�, Expiradop Date " b M 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT0201T PGT INDUSTRIES, INC. ALL RIGHTS RPSERVED EXTRUSIONS & SPACERS J ROSOWSKI rile: CASEMENT WINDOW DETAILS - LM & SM CERT. OF AUTH. #29296 Series/Model: CA-740 Dote: 08/08/12 Scots: Sheet: Drawing No. NTS 11 OF 11 MD-CA740-LM Re • • • • • • • • • Y • • • • • • • • 6 • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • •