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WS-16-28241 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 815 NE 92 Street Miami Shores, FL Owner Information Address Permit NO. WS -10-16-2824 P Permit Type: Windows/Shutters erni' Vork Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 10/31/2016 Expiration: 04/29/2017 Parcel Number 1132060050060 Block: Lot: Applicant Phone Cell ANNIE LEE 815 NE 92 Street MIAMI SHORES FL 33138- (646)595-9009 815 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone JOHN & JOHN AFFORDABLE SHUTTE (954)817-7299 Cell Phone Valuation: Total Sq Feet: L $ 19,000.00 339 Type of Work: SUPPLY AND INSTALL 7 STI IMPACT WIN No of Openings: 14 Additional Info: SUPPLY AND INSTALL 7 STI IMPACT WIN Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $11.40 $3.60 $3.60 $3.80 $240.00 $9.00 $15.20 $286.60 Pay Date Pay Type Invoice # WS -10-16-61691 10/18/2016 Check #: 1839 10/31/2016 Check #: 1861 Amt Paid Amt Due $ 50.00 $ 236.60 $ 236.60 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zFuthegngr€ uthorize the above-named contractor to do the work stated. Authorizeignature: Owner / Applicant Contractor / Agent Building Department Copy October 31, 2016 Date October 31, 2016 1 BUILDING PERMIT APPLICATION • BUILDING ❑ ELECTRIC ▪ PLUMBING ❑ MECHANICAL JOB ADDRESS: 815 NE 92 ST Miami Shores Village Building Department • 10050 N.E.2nd Avenue, Miami Shores, Florida33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 , OCT 1 8 016 1B_ 5814-) FBC 201-( Master Permit No.V•1 S I (CJ - Zg 2. . Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: 331 38 Folio/Parcel#:11-3206-005-0060 Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: NO OWNER: Name (Fee Simple Titleholder): Address:815 NE 92 ST Phone#: IQ —J `7 - q City: Miami Shores Tenant/Lessee Name: State: FL zip: 33138 Phone#: Email: CONTRACTOR: Company Name: John and John Affordable Shutters INC. Address: 1128 N Federal Highway Phone#: 954-303-1879 City: Hollywood State: FL Qualifier Name: Constantin Huzdup Phone#: Zip: 33020 State Certification or Registration #: CGC1517089 Certificate of Competency #: DESIGNER: Architect/Engineer: Charette International Architecture Phone#: 561-756-6094 Address: 2528 N 38 AVE A City: Hollywood State: FL qL Zip: 33021 Value of Work for this Permit: $ '/ qi OOO • O(7 Square/Linear Footage of Work: 3 �l I Type of Work: ❑ Addition ❑ Alteration c�J 1 New , j) ❑ Repair/Replace ❑ Demolition Description of Work: I ur17't,i1l 7 5R 9)azpad uo (`� W/ S 1-c e m L.ws I 6 pan e( Pc b-er) asc, (Loy) 1 5 G 6u,ivi171 screen , Specify color of color thru tile: Submittal Fee $ 50 Permit Fee $ 2U 0 CCF $ n • ` � CO/CC $ Scanning Fee $ R' Radon Fee $ 3. foo DBPR $ 60Notary $ Technology Fee $ 15 • 2.0 Training/Education Fee $ 3 AD Double Fee $ Structural Reviews $ (Revisedo2/24/2014) Bond $ TOTAL FEE NOW DUE $ 2-3 6 Cop 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 exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rei = �_,:.:,.,_. ee wi charged. Signature 0 R or AGENT The foregoing instrument �was �,acknowledged before me a this d�C. day of 7(' kir i:1e/' ,.20 1 b by AN 1 E r ei or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 14b.A-N # 4 51 M O 4$51 :`;'pt. ADAM!TAD.MMU * MY COMMISSION i FF 141151 EXPIRES: April 23, 2020 *************IN•H k�** S►I APPROVED BY (Revised02/24/2014) CONTRACTOR The foregoing instrument was acknowledged before me this 26 day of September 20 16 by Constantin Huzdup ,!who is personally known o nor who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: aQ��'!ukfi MANTA D.SIMU MY COMMISSION II FF 1146151 EXPIRES: Atri 23, 2021 %to*Ae`O Wel Tin luleM*tory Sento s,******************************************************************** rj,/ Plans Examiner Zoning Structural Review Clerk ri OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-005-0060 Property Address: 815 NE 92 ST Miami Shores, FL 33138-2908 Owner GREAT LIVING SPACES LLC Mailing Address 815 NE 92 ST MIAMI, FL 33138 Primary Zone 0900 SGL FAMILY - 1901-2100 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/ Baths / Half 2 / 2 / 0 Floors 1 Living Units 1 Actual Area 1,835 Sq.Ft Living Area 1,298 Sq.Ft Adjusted Area 1,548 Sq.Ft Lot Size 11,284 Sq.Ft Year Built 1955 Assessment Information Year 2016 2015 2014 Land Value $248,595 $169,345 $157,666 Building Value $107,741 $107,741 $104,954 XF Value $960 $778 $787 Market Value $357,296 $277,864 $263,407 Assessed Value $241,576 $219,615 $199,650 Benefits Information Benefit Type 2016 2015 2014 Non -Homestead Cap Assessment Reduction $115,720 $58,249 $63,757 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description GOLDEN GATE PARK ADDN PB 6-130 LOT 11 & W30.605FT M/L OF LOT 10 BLK 1 LOT SIZE 80.600 X 140 COC 23386-2526 05 2005 1 Generated On : 9/26/2016 Taxable Value Information Previous Sale 2016 2015 2014 County Exemption Value $0 $0 $0 Taxable Value $241,576 $219,615 $199,650 School Board Exemption Value $0 $0 $0 Taxable Value $357,296 $277,864 $263,407 City Exemption Value $0 $0 $0 Taxable Value $241,576 $219,615 $199,650 Regional Exemption Value $0 $0 $0 Taxable Value $241,576 $219,615 $199,650 Sales Information Previous Sale Price OR Book- Page Qualification Description 05/01/2005 $410,000 23386- Sales which are qualified 2526 06/01/2004 $0 22466- Sales which are disqualified as a result 3682 of examination of the deed 04/01/2004 $294,000 22234 -Sales 2885 which are qualified 05/01/2000 $154,000 19148- Sales which are qualified 4263 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: PREPARED BY & RETURN TO: Name: Jeny Borbon, Esq. Borbon & Associates, P.A. Address: 814 Ponce De Leon Blvd Suite 300 Coral Gables, FL 33134 File No. F16-021 Parcel No.: 11-3206-005-0060 SPACE ABOVE THIS LINE FOR PROCESSING DATA 111111111111111111111111111111111111111111111 CFM 2016R0540892 OR BK 30232 P9s 1003-1005 (3P9s) RECORDED 09/15/2016 14:47:30 DEED DOC TAX $2,790.00 HARVEY RUVIN, CLERK OF COURT `fl AMI -RADE COUNTY, FLORIDA SPACE ABOVE 771/5 LINE FOR RECORDING DATA This WARRANTY DEED, made the 9th day of September, 2016, by GREAT LIVING SPACES LLC, A FLORIDA LIMITED LIABILITY COMPANY, hereinafter called the Grantor, to ANNIE GAYOUNG LEE, a single woman, whose post office address is 815 NE 92nd St, Miami, FL 33138, hereinafter called the Grantee: WITNESSETH: That the Grantor, for and in consideration of the sum of $10.00 and other valuable consideration, receipt whereof is hereby acknowledged, does hereby grant, bargain, sell, alien, remise, release, convey and confirm unto the Grantee all that certain land situate in County of Miami -Dade, State of Florida, viz: Lot 11, and a portion of Lot 10 described as follows: Begin at the Southwest corner of Lot 10 thence East along the South line of Lot 10 a distance of 30.605 feet, thence North to the North line of Lot 10, a distance of 140.03 feet, thence West along the North line of Lot 10, to the Northwest corner of said Lot 10, a distance of 30.65 feet thence South along the West line of Lot 10, a distance of 140.026 feet to the Point of Beginning in Block 1, of Golden Gate Park Addition, according to the Plat thereof, as recorded in Plat Book 6, Page 130, of the Public Records of Miami - Dade County, Florida; and according to the corrected Plat as set forth by final decree recorded in Chancery Order Book 1083, Page 293, for that certain Chancery cause 140357, styled Harry Solomon and Kathleen Solomon, his wife vs. Mary E. Keough and Joseph Keough, her husband, et. al., in the Circuit Court of Eleventh Judicial Circuit of Florida in and for Miami -Dade County, Florida. Also known as 815 NE 92nd St, Miami, FL 33138 TOGETHER WITH all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. SUBJECT TO TAXES FOR THE YEAR 2016 AND SUBSEQUENT YEARS, RESTRICTIONS, RESERVATIONS, COVENANTS AND EASEMENTS OF RECORD, IF ANY. TO HAVE AND TO HOLD the same in fee simple forever. And the Grantor hereby covenants with the Grantee that the Grantor is lawfully seized of said land in fee simple, that the Grantor has good right and lawful authority to sell and convey said land and that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever. Grantor further warrants that said land is free of all encumbrances, except as noted herein and except taxes accruing subsequent to December 31, 2015. Book30232/Page1003 CFN#20160540892 Page 1 of 3 IN WITNESS WHEREOF, the said Grantor has caused these presents to be executed in its name and its corporate seal to be hereunto affixed by its proper officers thereunto duly authorized, the day and year first above written. Signed. sea ' . delivered in the presence of Witness • ,14 Printed Name: 1#1136 glauerz Wi Printed Name: STATE OF FLORIDA COUNTY OF MIAMI-DADE GREAT LIVIN t : AC : , A FLORIDA LIMITED LIABILITY CO 'Ilirlr Zn By: Name:' — pato M Title: Manager Address: 8845 SW 99 St, Miami, FL 33176 The foregoing instrument was acknowledged before me this 9th day of September, 2016, by Renato Marrero , Manager of Great Living Spaces LLC, a Florida Limited Liability Compan j�yy�` _ _ e Company; who has produced a FL Driver's License as identification. Signature of Printed Name: My commission expires: Book30232/Page1004 CFN#20160540892 Page 2 of 3 OR BK 30232 PG 1005 LAST PAGE MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores FI, 33138 Tet 305.795-2204* Fax: 305-756-8972 Permit No. REOC-8-16-2356 Certificate of Re -Occupancy Address: 815 NE 92 Street City: Miami Shores State: FL Zip: This certificate verifies that the reference property has been inspected by Miami Shores Village and has been determined to presently comply with schedule of regulations of Miami Shores Land and Development Code pertaining solely to the requirement that each one -family dwelling is used and intended to be used for a one -family dwelling purpose only; however, this certificate does not constitute any representation or warranty as to the condition of the dwelling or other structures on the premises described herein, or any aspect of such condition, and interested persons are advised and encouraged to make their own I ections of the premises in order to determine the condition thereof. Bul ' n, . prove!: Book30232/Page1005 CFN#20160540892 Page 3 of 3 JOHN & JOHN AFFORDABLE SHUTTERS, INC. �✓ & gaitsc citifraftda.ble. €cf 1Nbeduwe. & V3.. 1128 N. Federal Hwy, Hollywood, FL 33020 Cell: (954) 303-1879 • Cell: (954) 274-0389 E-mail: ioanancateuatt.net / adsaffordable(a gmail.com Licensed and Insured CGC 1517089 INVOICE 9-28-16 Annie Lee 815 NE 92 ST Miami Shores FL. 33138 Job Description: Provide and install, impact windows and doors. 1. 1 SGD with screen 144x80 OXXO white frame gray glass 2. 1 Fiberglass 6 panel door 3. Single Hung Windows: 2-53x50 white frame, gray glass , 1-27x46 white frame, gray glass 1-37x38 white frame, gray glass 3-37x38 obs 4. Horizontal Roller Windows: 111x63, 111x50, 74x50, 74x38, 74x38 Total Price: 19,000.00 This price includes: materials, hardware, installation, permit, engineering, notice of commencement, clean up, discarding of old windows and debris, taxes and inspections. Payment Plan: At signing At completi Customer Signature Sales Representative tract: 50% -$9,500 nstallation: 50% - $9,500 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 10 33,0 67 -0c) _5 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: 111111111111111111111111111111111111111111111 THE UNDERSIGNED hereby gives notice that improvements will be mad property, and in accordance with Chapter 713, Florida Statutes, the follow is provided in this Notice of Commencement. CFN 2C 1680573486 OR BK. :30252 P9 1786 (1P9s) RECORDED 10 /0 , .z _6 Oc/ S3 ;.;1::,. HARVEY 'JV fJ; OF COURT .'.r91 DADE i:I3LIt' T DA. COUNTY OF DADE hat This is trA MPV raf tits 1. eg I description of property and street/address: 1\t 7- N'Gewn9 5%rg 2. Description of improvement: tioi 3. Owner(s) name and address: P-i\lt\ f: E L Interest in property: a Name and address of fee simple titleholder: 4. Contractor's naQm� aaddre s and pone number: i g 0 ftYlytit, ce 5. Surety: (Payment bond require by rom contr"'actor, if any) Space above reserved for use of recording office n Gale Parc A-Nbcv P 6-J3o c /L 3L.J r �-- '3311,1 -ns C men c4- w tVOLIOG cZ c a. sr wonrif 33[3? a f\/e ,fr a:ft (` IM sPL q_c4-303 - J87y Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE 0 OM ENT. Signature(s) of Prepared B Print Na Title/Office vw ._ '~' e-- rized Officer/Director/Partner/Manager Prepared By Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoingI trument was acknowledged before me this By rNITE (,LE ,Individually, or ❑ as own e r a _c day of 3 pkm Ler for AN C\I (. L F Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: VERIFICATION PUR Under penalties o that the facts state f -N A (SEAL) T'TO SECT e N 92.525. FLORIDA STATUTES erjury, I declare that have read the foregoing and it are true, to th f my knowledge and belief. Signature(s = •wrref(s) or XBy 12 01-52 PAGE3 6/12 '76, 5t(v1v o'". ::;kt. MA'AMD. SIMV . * MY COMMISSION #FF 946151 EXPIRES: April 23, 2020 44pro no- Bonded Thrulute Notify Serf ices s Authorized Officer/Director/Partner/Manager who signed above: By ' Rc3r CERTIFICATE OF LIABILITY INSURANCE DATEMM/D09/29/16 PRODUCER Accredited Insurance 6099 Hollywood Blvd Hollywood, FL 33024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (954) 964-5444 Fax (954) 964-0772 INSURERS AFFORDING COVERAGE NAIC # INSURED JOHN & JOHN AFFORDABLE SHUTTERS, INC INSURER A: FEDERATED NATIONAL INSURANCE f 128 NORTH FEDERAL HfGHWAY INSURER B: HOLLYWOOD, FL 33020 INSURER C: INSURER 0: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED 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 OF MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS. UR ItilltD TYPE OF VASURANCE ( POLICY NUMBER EFFECTIVE PpAY (NNAIDDIYY) POIJCY EXPIRATION DATE (MhVDDIYY) LIMITS GENERAL LABILITY EACH OCCURRENCE 1,000,000 V COMMERCIAL GENERAL LIABILITY 0L0000004990-06 08/09/16 08/09/17 PREMISES (Ea RENTED 100,0000 A gi • ❑ CLAIMS MADE d OCCUR MED EXP (Any one person) 5,000 ❑ PERSONAL & ADV INJURY 1,000,000 ❑ GENERAL AGGREGATE 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG 2,000,000 n POLICY • PROJECT • LOC AUTOMOBILE • LIABUTY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) • ❑ ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS BODILY INJURY (Per person) ❑ ■ NON OWNED AUTOS BODILY INJURY (Per accident) • PROPERTY DAMAGE (Per accident) GARAGE 0 LIABILITY AUTO ONLY- EA ACCIDENT ❑ ANY AUTO OTHER THAN EA ACC AUTO ONLY: AGG EXCESS/UMBRELIA LIABILITY EACH OCCURRENCE ■ ❑ OCCUR 0 CLAIMS MADE AGGREGATE • DEDUCTIBLE • RETENTION S WORKERS COMPENSATION AND EMPLOYERS' UABIUTY 5 C g p TORY LIMITS ❑ ER ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? E.L. EACH ACCIDENT H yes, describe under E.L. DISEASE - EA EMPLOYEE SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CGC1517089 CFRTIPMATC uni nee _ _ _ . _ __ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 ACORD 25 /2001/nR) AF SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO 80 SHALL IMPOSE NO OBUGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ® ACORD CORPORATION 1988 4 10) 1)-1\ x.k° S41 J43)._1111_ 544 o5, L-4-411?€ d It_ir0 e 1 ' eta! Miami Shores Village ••• • • • AWPRQVED •• • . .• . . • . 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BY t • . ..e. • •..... • •�...�..-turilNtDEPT ,�FNN/E LES "' BLDG DEPT DATE 6 ••.-. • (►�•• . • • •• ••• •• ••: :( ' • • •.a• . • r MN( T wi r(i /(II r Mr__flAL :1 I'"I l AND I1FC l;l Alli NS •.• • •• • ••• .. . •.. •• • •• • • • • • • •••• •• •• •• • • • • • •• • •• • • • • • •••• •• •• •• •• ••• •• CBARETTE INTERNATIONAL ARCWTE _.,..V111111111IMIN7 APP. - ,411111.44 AA2"3240kIWONR5• PLAM*I0 • „mem. ir* C 2014 2523 N 33 1H AW • KU -11300D. olorchlt•obr•Ortoeo.ean •(561) 7134-41004 Ed .86 `FLORIDA 13tiltpINGCOPE,4810 .14.8CE 7:40WINC)0oe IMPIIGN WIND 1,.0A08 IN P8F. (IMAM! 0A-117) MPIIWIND 6 1"-"T & nes(.) cieltIve nes -teen D Forthe 8,9 .11 '11 Wind TndArea Or, 44149tV Height- 10 20 30 40 045 0,92 38.5 37.6 40.8 7 494 44.4 43,2 47.2 45.9 4,. 42,3 1. 44.9: 4 • 41; 2 51.8 49.4 48.1 47.1 63.7 51.2 9, ,,,,,,,...... •••••• r Aggsyna,, Height ts0) - 'yams/ rustiEUVO F rotssures 18O_mphwInd. ative Wind Area (or, Thbutary Aree) PATEGM 2 In SolueneVia# 50 MC ' I 10 20 30 40 -c,.,, -1.06 -1.02, .0,99 ‘ -43.8) 42.0 -40.9 -40.2 -4,6 ' • ,. ' '.., ,,, 727 , -'1•40 -43.3 -42,8 411• , . : 25 -48.4 46.4 -45.2 -4414 . -43.6 ,-,`,, • - , -50.5 -48.4 -47.2 -48.3 ,. -40,4 1 4 -5.6 -51.4 -60.1 -49.1 -44 , • i 50 . -53.8 - -52.5 -51.5 . , , • , ••,, 0 . -55.8 -- .4 -53.4 • . -55.8 te: • •\• 11.• • • • II • • • •• • ,•• ••• • • • •••• • • C... • • • • • • • • • • • • • •:.t • • •.• 4.• • • • • • • • • • • • • • • Length of End Zone (a): 10% of least horizontal dimension or .4 h, whicheveribernelkir, • but not less than 4% of least horizontal dimension or 3 ft. (h mean roof height feet), .10918.A14-8% REDUCTION OF THE LOADS SNOWN.ABOVE WAY BE TAtt.EN FORRATROOF4; . • • • • Extoller Zones (5 - Wa(1)iilegativeloressures ExposureD For 180 4 - ,.:.- ;- A mph Wind Zone CATS:Wile .6 . - 4 Height (Maximum) Effeotjye Wind Area (or, Tributary Area) in SqUere nief, • 10 20 30. 40 50 727 , -'1•40 ' '129 .1.28 4.19 • -1.16, *, 1.13 45 -54.1 -50.4 -48.8 . -4-6r8 - I• ' 20 -67.2 -53.4 • -51.1 . , , 48,4' 7.; 2$ -59.8 -55.8 *-53.4 41, -59.4 - - - -62.3 -58.1 -551 -53.9 -52. 1 40 -88.1 -81.7 '59.1 -57.2 01 50 -89.3 -84.7 ' -60.0 43.. ' ' to • -71,9 -67.0 -04 •••••>) I. -412. -op. .3 4 • •\• 11.• • • • II • • • •• • ,•• ••• • • • •••• • • C... • • • • • • • • • • • • • •:.t • • •.• 4.• • • • • • • • • • • • • • • Length of End Zone (a): 10% of least horizontal dimension or .4 h, whicheveribernelkir, • but not less than 4% of least horizontal dimension or 3 ft. (h mean roof height feet), .10918.A14-8% REDUCTION OF THE LOADS SNOWN.ABOVE WAY BE TAtt.EN FORRATROOF4; . • • • • BUILDING DEPARTMENT PAGE PRODUCT APPROVAL REVIEW FORM 9 . • .. . • CONTRACTOR jiilif 1 t%4u 7� rdab4 LOT ... f DU( ! SUP6he �'.!� 9 [ t •••• • • • • .. . . . .. .. .. . 4 APPROVAL RATING () PSF Co. o to. o ?0•0 5 PRESS. RATING FOR SPECIFIC (+.)PSF 'f0'. If ,r (1 G READ OPEN. Slit.' itMll 'f fl 7 MAXIMUM TESTED SIZE 38111( % 63/1x7G 6-3 VQx7c 0 .. ROUT I •.. OPENRIG: •. /Y3 )(74 lz 37x 47 9• •• . • I . Y •. • • •• N A/ 1 OPENING LOCATION 2 PRODUCT ACCEPTANCE ..... NUMBER /6-o6,v oG 3 PRODUCT DESIGN PRESS. (+)PSF J 66.0 80.0 SO -0 9 /0 /6 o7/4 < ti // sl xit S k/ /f /rZ " if 0.o o '0. o // 1" 4S37€ x76 53 x i f.S _ til /3 "" it (0.0 10.0 /I " S37fx7 37x31 /1l BUILDING DEPARTMENT PAGE ' OF PRODUCT APPROVAL REVIEW FORM coNTRACTOR ‘7o4ik`Jo 4R f ecoldv4/f LOT r/ BLK / SUB Gkeft Gee ?2v4. Poor • •• •••.. . • •••. • W •��•�� . .... • . • . . • .• . .. .• . 1 2 OPENING PRODUCT LOCATION ACCEPTANCE OBER 3 PRODUCT DESIGN PRESS. (+ )PSF 50.'I 4 APPROVAL RATING (•) PSF 50.1 5 PRESS. RAM FOR SPECIFIC (+JPSF Ito •if- 6 REQD OPEN. J)PSF `f3.S 7 WORM TESTED SIZE. ///x63 ROUGH OPENING Il►xc3 '..•' .. ., .. q D • • N • / IG-07Iifr.13- FL /o5-37. foo.00 /oo. o o rr /1 377P6V.V 37'Ax71% 3 /6 -0 7/i4.06- go .0. 80. 0 0 fr n �'gX 76 37)C 39 g If- IQ -07/ /3 Co. c? Go.00 /f /1 ' ///K 6 3 ///BCW% N S" n if 60.0 6®. o /r /I 7‘71-x C3 711-xSo f ikl 6 /1 II 73. o 7S. o ft // 7' -x Ca 71.t.K 3S N 8 /6 07#,..06 80. o go • 0 /f " 53*x7G 37i3g N • .• . .. .• . 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 (ART). 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.- SCRIPTION: Series "SG - m i me ass oor w / 90° &corners — L.M.I� APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with th- • •tire of 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 T (786) 315-2590 F (786) 315-2599 wwvv.miamidade.gov/economv TING: Large and ma • ssi e mpact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-1013.15 and consi.ti oftisspaga 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. • • • • • The submitted documentation was reLfewvd by JdrgeM.•Pl'bsthcia, P.E. . . •• • • .• .. • . .•. . . •• • . •• • . . •• •. . • •. • • . . •• .• • .• • • • • • ••• • • • • ••• • . • • •. •. •. . •• • •. •. •••• •• •• • . . • •. . •• • . • •. . • •..• •• • • •• •• ••. •• •.. . • • .• ••• . • • NOA No. 16-062 Expiration Date: February 17, 2020 Approval Date: August 04, 201 1? 1 7 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference 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/ PS, 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. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) • .. ... • . . • • •• • . . . • . .• •..• •• • •• • .•. . ••• • ••• • .• • . . . • • . • • . • . . . . . •. . .• . . . . • . . .. •. •. •.. •• • •. .. •. ••• • • • •E:1.. . •. . •• . •• • • • . . ... . •. • . . •. •. •. •• • • • .. .. • • . •.• . . . •• • ... •• • Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. 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, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 cc 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5fe Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 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. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as dart of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-89 • • • • • • • • •• • • • •• •k•• •• • • • •• • ••• • ••• • ••. • .• . . • . • . • • • . . • • . . • .• • • • • • . • . • . •• • • •• • • •• •• •• • • •.• • •. • ••E•:? •• • • •• •• •• • •• •• • • . . •••• • •• • • •• • • •• • •• • • • • •• •• • • , •• •• ••• • • • ••• • • • Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-5th Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved on 10/29/15 and expiring on 02/17/20. •• ••• • • • • • •• • • • • • • •••• ••• •• • • • •• • ••• • ••• • ••• •• • •• • • • ••• • • •• • • •• • • • •• • • • • . •�• • • • • •• • • •• •• • • •• • • ••. • E-3 • • • ••• • • • • • • • •• • • •• • ••• • • • • • ••• • • •• •• • • • •• •• ••• • • • ••• • • Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 • • • • • • • • • •1 •/ SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90°/135° CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFI.EX AND AGGREGATOR NOAS, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. j)JAIS PROD4JCT IOBS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZESINUST AE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT • FLboDA BUIIapING COBE, AS APPLICABLE. TABLE A: Group Anchor Substrate Frame Menter Min Edge Distance Min Embedrnert 1 1/4' Elco Uiracon Concrete (min. 2.55 kel) Head1SB/Jemb 1" 1-3/6' Upadad CMU, (ASTM C80) Jamb only 2.1/7' 1-1/4' Grouted CMU (ASTM 080. mo,. 2 ksi grout) Jamb only 2AP2 1-914" 2 1/4" Eke 410 S.S. Catena( Connote ( • 3.35 MI) Head/SJam LVb Y 1-714' Ugrout d CMU, (ASTM C-90) Jemb only 2-1/2" 1-1/4" P.T. Southern Phu (SG•0.55) HeedISIEJemb 1" 1.368' 3/ ..� 1/ ' C0°----75511112-9f)gmrdedtM[r(As1ra _,;J e -1' - `-8/48' Tams only T 1-114' 912, 38-001410 S.S. SMS, (mm. 111Madenn)A3e' P.T. Southam Pins (SG=0.55) I1eaNSE/Jamb 9/16' 1.3/5' Aluminum, 6053.15• Head/SII/Jamb 3/5' 0083' Heed/SI/Jamb316' 0.06P Steel Stud, A033 Gr. 33' Head/SE/Jamb 3/5' 0.0451' 1/4' Eine 15-8 S.S. Agee -Gabor Concrete (min. 3.275 kat) Head/SII/Jamb 1-1/2' 1-3/8' Ugrouted CMU, (ASTM C90) Jamb only 2' 1-1/4' Grouted CMU (ASTM C-90, min. 2 kat pout) Jamb only 2' 2" P.T. Southern Pine (59-0.55) Head/SIUJamb 1' 1316' 4 #12, Steel SMS 06, Mem 11 thmedefin) P.T. Southern Pine (50.0.55) Heed/S4I/Jamb 9/18' 13/6' Mminm, 6063-15' Head/SII/Jamb 3/6' 0.063' Steel, A36' (lead/SII/Jamb 3/8' 0.050" Steel Stud A653 Gr. 3? Head/Sill/Jamb 3/8' _ 0.0451' TEST REPORTS: ITTL-5980, FTL-5993, FTL-6001, FTL-8014, FTL-6015, FTL-6017, FTL-8022, FTL-6023, MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. • FTL-6024, FTL%1525"F•t-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. • • • • • • • • • • "P -HOOK INSTALLATION REQUIRES 2.893" MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR ANCHOR NO . • • • ALL SPECIFIC P -HOOK REQUIREMENTS. 1 FOR CONCRL•ft/C111l� SUBSTRATE APPLICATIONS IN MLAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO • • TORS. S&,,T41141 ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 03) WOOD BUCKS QE!P?C TED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS . METALLED DIC') SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHGN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE •REISPONSIBIL21.nENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL 4) METAL SU ATE MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO •BEiREVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IFSILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 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 TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30e FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TABLE B, SEE DETAILS ON SHEETS 4 & 5 mss Deecrtp8on (Listed from Exterior to interior) . k 1, bat (2) Ulm of 3/16' ITS Glass With .i"''.-- 03/, 9118' Laminated: (2) s ._ -� r.: se 4, - • : ^u . yen G4 7/16' Laminated: (2) L8.. of 3/16' HS OEM with .090" SG Medayet G4A 9116" !aminated: (2) Utes of L4' FLS Glass with .090' SG Interlayer G5 1' Laminated LG.: 3/16" T Exterior Cep + 3/6" Air Spew + 7116" Laminated; (2) Liss of 3/16' HS Chea WJh.090' PVB interlayer G5A 1" Laminated L0.: 1/4" T Exterior Cap * 5/18" Alr Space * 7116" Laminated; (2) Lies of 3/18' HS Glass *Eh .090' PVB Interlayer 06 1' Laminated I.0.: 3/18" T Exterior Cap + 3/8" Alr Space + 7/16" Lemketsd; (2) Lit.. of 3/18" 113 Glass with .090' SG htsdayer GOA 1' Laminated LG.: 1/4' T Exterior Cap + 5/18' Alr Space * 7/18' Laminated; (2) Lits. of 3/16" HS Glass with .090' SG Irterayer 07 7/16' Laminated: (2) Lin 013/18' ANN Glass with .06 SG INedeyer G7A 6/16' Laminated: (2) Utes of 1/4' ANN Glee with .090' SG kssdayer G5 1" Laminated IG.:3/16- T Exterior Cap * 378' M Space + 7/16' Laminated; (2) Lies .13/16' ANN Glass wo5.090' SG interlayer 08A 1" Laminated LG.: 1/4' T Exterior Cap * 5/16' Alr Spice * 7/19" Laminated; (2) Lies of 3/16" ANN Goss wih .000" 3G Meb.yer GENERAL NOTES ......._....1 EXAMPLE CONFIGS 2-3 GLAZING DETAILS 4,5 ANCHORAGE 6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS 12-14 ELEVATIONS 15,16 PANEL / SILL TYPES 17 CROSS SECTIONS....... 18,19 PARTS LIST 20 EXTRUSIONS 21,22 DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 8 3 ON SHEETS 6, 7 8 8 RATED FOR LARGE 8 SMALL MISSILE IMPACT RESISTANCE STANDARDS USED: .2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM 51300.09 •ANSVAF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 • AISI-S 100-07/S2-2010 GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED - TEMPERED 'DVB' = .090' BUTACITEE PVB BY KURARAY AMERICA, INC. "SG" = .090' SENTRYGLASS BY KURARAY AMERICA, INC. PRODUCT REVISED as complying with the Florida Building Cale NOA-No. 16-0629.06 E xpiration Date 02/17/2020 ▪ t M lam Product Control Rod IF Onme JR Rddsx 8 re,We ADDED SPACERS TO SHEET f6. Chaim Sly: 0.8 10 5 7E011801.00Y01411E N VEN CE R.34275 piNR41048110 CERT. Of RUTH. 029295 GENERAL NOTES AND MAP >r SERIES 770 ALUM. SGD - LM IMPACT 6Cm-710 NTS 1 . 22 •••••na. PG70130 B � � tyGENSF '••�'9 No. 58705 STATE OF L[r� '/ "' \ ' CRhE. P..#38705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 •• • • •••• • MAX. UNIT HEIGHT PER TABLES 1-3 • NOM.( PE • • •• • • • • • • ➢pAX HEI • PER TA • •••• • •••• 1 -PANEL CONFIGURATIONS • •• • • • • • ANE WIDTH • MAR.UNII VVIU IFI eh t,N grA J RTA1S••S3 • t•• •• •4 • •la,+ UNIT• LI ill An, XII 41: J Nk7 in i1:7 NV iini VI 4-11..B7 GHT . BLES1I••• 03 -.PANEL CONFIGURATIONS • • • NOM. PANEL WIDTH PER TABLES 1-3 NOM. PANEL WIDTH PER TABLES 1-3 „ MAX. UNIT HEIGHT PER TABLES 1-3 pocxer L i aig.13a rga CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw . "Jc",'Kw OR Ice INSTALLATION. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90' & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. = OPERABLE PANEL, "O"=INOPERABLE PANEL, "p" = POCKET 2 -PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 DETAIL LETTER WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125' PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" MAX. UNIT HEIGHT PER TABLES 1-3 5 -PANEL CONFIGURATIONS 4 -PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 CORNER TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) Resale ars R.r.e Des lases Rwdgc are Pyr*: JR 1(/1[/14 Pre tom TECHNOLOGY DRIVE N. VENICE FL 34275 (941)/90.1800 CERT. OFAURL 423290 EXAMPLE CONFIGURATIONS TRY SERIES 770 ALUM. SGD - LM IMPACT SO0.770 w.k NTS L,wa 2 .22 aw..w POT0130 PRODUCT REVISED as complying with the Florida Bonding Code NOA-No. 16.0629.06 Expiration Date 02/17/2020 By Mle rodeo! Control A. LYNN MILLER. P. P.E.I 58705 • • ••••c• • • • •• • • • • • • • •• • • • • • • • • • • • • ••• EXAMPLE CONFIGURATIONS •• • • ••• • •••• • NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT, 96" OR 120' MAX. TESTED UNIT WIDTH = 355-7/16• © 96" HEIGHT 300-1/4" @ 120" HEIGHT • •• • • • • • • • • • • NOM. P4i4EI.WIDiH PER TABLES 1-3 •• •• • • • • •• • •••• • • PER TAMBIS:1•39 • ••• • ••Y. • •• ■ • • 6 -PANEL CONFIGURATIONS POCKET Iilkahahlrklak hVtA. UMI MU I f1 A ei 83 0 l ��pp 4E7 el r Ari 1 l 1 ® l I 1 1 1 / 1 l 6 -PANEL CONFIGURATIONS POCKET Iilkahahlrklak hVtA. UMI MU I f1 A 13 3 7 1 83 0 AI TV ��pp 4E7 el Ari r 1 / 1 1 0 1 TiLI® 49 ® • • • •••• • NOM. PANEL WIDTH PER TABLES 1-3 MAX- UNIT HEIGHT PER TABLES 1-3 t`f+�6,40 1 7 -PANEL CONFIGURATIONS POOTT `r WV,. UM 1 YYIU 1n q tW 3 1 3 83 0 t ��pp 4E7 LLtt 19 I 9Et / 1 // 8 -PANEL CONFIGURATIONS COP iti) POCKET ter - CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL r, "sic'. 'Kw OR "Kc" INSTALLATION. EXAMPLE: 4 -PANEL )(XXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR )OOOCp. OXXX IN POCKET CONFIGURATION CAN BE OXX(p. 2) 90' & 135° CORNER CONFIGURATIONS CAN BE A COMBBJATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL "O" = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER W = WOOD OR METAL INSTALLATION c" = CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" 00490496) Raster risMakaw Ftwebar al�•e.r ean•c JR 10 1QHMl4 Oneteder 1070TECHNOLOGY DRIVE N. VENICE. R-34275 (941)801600 CERT. OF AWN. AN D• EXAMPLE CONFIGURATIONS nk SERIES 770 ALUM. SGD - LM IMPACT SKY... 300.770 NTS mast 3 - 22 n.aox. PG7D130 B PRODUCT REVISED as complying With the Florid. Building Code _NOA-No. 16-0629.06 Expiration Date 02/17/2020 B y Perms rodact Control 0. LYNN MILLER P.E. PEI/ 56705 • • •/ • . • • ••••• • • ••••• • . • • • • • •••••• • 1 • •. .• ••/ • GLAZING DETA.--- G3A, G4, G4A, G5 & G5A 7/16" NOM. 3/16" HS GLASS .090" PVB 3/16" HS GLASS • •••• • • •• • • • • • 7/16" NOM. 3/16" HS GLASS .090" SG 3/16" HS GLASS EXTERIOR a 3/4" NOM. GLASS BITE. 1' NOM. 3/16' HS GLASS .090" PVB 3/16" HS GLASS 3/8" AIR SPACE 3/16" T GLASS oCO ,W.1113/4" NOM. IL� BSS EXTERIOR k 1 0 0 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16" NOM. 1/4' HS GLASS .090" SG 1/4" HS GLASS EXTERIOR a 3/4' NOM. GLASS BITE 3/16" HS GLASS 090" PVB 3/16" HS GLASS 6/16" AIR SPACE 1/4" T GLASS 1" NOM. 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A GLAZING NOTES: 'ANN" = ANNEALED "HS" = HEAT STRENGTHENED ""=TEMPERED "PVB" = .090' BUTACITEPy�Y KURARAY AMERICA, INC. "SG" = .090" SENTRYGLA Y KURARAY AMERICA, INC. PRODUCT REVISED u complying, with th• Florid B uilding e _ OA -No. 16.0629.06 E>splr•tlon Date 02/17/2020 By MI •m Product Control Froi sr JR JR inn 05.052016 RontliK JR Dmic Deaw nar 10/1914 B ADDED SPACERS. Rnillacnic 1070 TECHNOLOGYDRNE N VENCE. FL 54275 somm (load SF oa. W1)400.1600 CERT. OFAI7Rit2H256 GLAZING DETAILS nr SERIES 770 ALUM. SGD - LM IMPACT e.o.".ot SGD.770 ftaft NTS 4 + 22 PGT0130 B ;Ifc„ ,rr .,;.. „ v�.;:-sir ` •.r. A. LYNN MILLER P.E P.E.8 58705 • • 000000 • • 000000 • •• •••••• 00000 • • • • •••••• • . • •• •••••• GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 3116' HS GLASS .090" SG 3/16" HS GLAS 3/8" AIR SPACE 3/16" T GLASS • •• • • • •••• EXTERIOR. • ••11 • • • •• • •• •• • • •• • •••••• • . • ••�• • • •I•• • •••••• • • • 1" NOM. •• • 3/4' NOM. GLASS BITE •• •• 1" LANIUNIWD I.G. GLASS, TYPE G6 •••• • . •••• •••••• 3P1kit&QJ4SS .090" SG 31:6" �S•( 4S 5/16" AIR SPACE 1/4' T GLASS 0 3/4" NOM. ® (�=' BITE GLASS EXTERIOR ��-1 L 1 1" NOM. 1" LAMINATED I.G. GLASS, TYPE G6A GLAZING NOTES: 'ANN' = ANNEALED 'HS" = HEAT STRENGTHENED "T" = TEMPERED 'PVB" _ .090" BUTACITE PyEPBY KURARAY AMERICA. INC. "SG' = .090" SENTRYGLASABY KURARAY AMERICA, INC. 7/16" NOM. 3/16' ANN GLASS .090' SG 3/16' ANN GLASS EXTERIOR 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G7 9/16' NOM. 1/4' ANN GLASS .090" SG 1/4" ANN GLASS EXTERIOR a 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS, TYPE G7A 3/16' ANN GLASS .090' S 3/16' ANN GLASS 3/8' AIR SPACE 3/16" T GLASS 1 , 0 111 era EXTERIOR I. trA ..1•1111r---6-1 1 1" NOM. �- 3/4' NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G8 3/16" ANN GLASS .090' SG 3/16' ANN GLASS 5/16" AIR SPACE 1/4' T GLASS 1" NOM. 3/4' NOM. GLASS BITE EXTERIOR 1" LAMINATED I.G. GLASS, TYPE G8A Oce 0505X!16 nac oe� 10/10/14 maws 8 ADDEDSPACFRS. 1070 TECHNOLOGY =YE N. VENM.E FL 94075 (541)480.1800 CERT: Of WITH. 029206 GLAZING DETAILS At< SERIES 770 ALUM. SGD - LM IMPACT •.rem SOD -770 NTS 6 .' 22 n.4•xr PGT0130 Awe e PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 16-0629.06 Expiration Date 02/17/2020 BY Ilia • ust Control A. LYN,/ MILLER, P.E P.E.O 58705 • • •••••• • • •••••• • • • •••••• ••••• • • 00000 • • • • •• • •••••• • • • • • • • • 1 s • • ••• .• •• • • • TABLE 1: TABLE 1A Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For corner astragal anchorage onor 135° comer units, see street 11 m Maximum for all sizes: +60 / -80 ((M be Milted by Table 1A) Lotkstile lamh 971 Height to Max. (+) DP (Water hlRredon ) Lockstile @ Straight Astragal 90' Astragal Assembly Sil Riser Haight (flat or Sheet 17) sae +) De14911 (Pressure, t Lockstite @ 135°Astragal Table / Door Unit Heigh applies to Glass Types 5, 5A, Standard Stile 84' 90' Heavy-duty Stile Heavy-duty Stile Flush - 1-1/2' see not 3 —71111 3, 3A, 7, 7A, 8 & 8A / Astragal 69-718' DLO 73-718" DLO 79.7/8" DLA 85-7/8" DLO Outside Corner I r- , 2.11,, + 46.67 and the Stile Anchor Anchor Group Anchor Ga Anchor chor Group a ill- x0'-' 1QPISITIN Part 860 types shown below. 1 2 Part 1163. (Stile) Part 6118 (Corner Receiver) 4 1 2 3 4 1 2 3 4 1 2 3 4 High - 4 + 8420 Head/Sill C4+1 041 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 SEE NOTES 1-3 24" Old Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 Head/Sill 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 ro 30" 23' Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 § 420 P -hook 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill 04+1 C4+1 _6+7 C4+1 C4+1 04+1 C4+1 01+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 O• Jamb 8 88P 1 8 8 8 8 8 8 8 8 8 8 8 8 8 T. T p OH LENGTH 01 OH RATIO a p Piripk 6+7 6+7 6+77 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 • 35" Hkad/9111 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 04+1 Ii :42" • Jamb. 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 e 1 P -hook 6+7 (3+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 •/in C4+2 C4+2 0442 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 �9AI "• 8 8 8 8 8 8 8 8 8 8 8 8 8 6 8 8 •4fr DLO • • Finch 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 POR EXAMPLE OY 41$ING TABLE SEE SHEET 7. • •••• ••• • NATES:•RE• • 1) gSS'URES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4' Ell_ 2)HEV 1PI4 g l -1/2" SILL, POSITIVE VVATEWFDP IS 46.67-PSFMAX. WHEN USING THE 3-114' SILL, POSITIVE WATER DP IS • 80.0 PSF Mittj-tly USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. • •3) 4", 3-1/44ANDt4/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND MUST ONLY BE 48 WI1 REE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY • •0E USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125' PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" OH RATIO = 01-1 LENGTH OH HEIGHT Interlock pfiuok Lotkstile lamh Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Lockstile @ ' 90' Astragal 135' Astragal Assembly Lockstite @ 135°Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile —71111 _ Standard Astragal DEIr Outside Comer Outside Corner Inside :omen — 4 .. Outsidelill Comer ' » 6 =fill:«'.il VI InsideComer Inside Corner Al ly a Part 860 (x2) Part 860 Part 860 Part 860 (Stile) Part 867 (Astragal) Part 860 Part 1163. (Stile) Part 6118 (Corner Receiver) Part 8119 (Out) Part 8120 (In) Part #61 (Stile) Parts #31 & 832 (Corn. & Fxd Mount) Part(161 Mewlpe cre Tamale nave la raider; Dam 1070 TECHNOLOGY DRIVE N. VENCE A. 34278 (841)480-1600 CETT. OFAU77L ES2116 DPANDANCHORAGE air SERIES 770 ALUM. SGD - LM IMPACT 800.770 Melee NTS 6 + 22 D.. Mk P070130 isc B PRODUCT REVISED as complying with the Florida Building Cod• How -No. 16-0629.06 Expiration Date 07J17/2020 BY Miam VC A. LYNN MILER. P.E. P.E.4 58705 TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal nc orags on 90" or 135' comer ur4te, see sheet 11 Maximum DP for all sizes: +60 /-60 (May be limited by Table 2A) Dos Link Height Tele apples to ass Types Cl 60" 84" 90" (96:,)8) 102' 108" 114" 120' a, 40. 8, 8A, T. 7A, 8 h BA 89.7/8" DLO 73-7/8" DLO 79-7/8' DLO 85-7/8" DLO 91-7/8" DL0 97-7/8" CLO 103-7/8" DLO 109.718' DLO and the Stile / Astragal types Anohor Croup Aneho Group Ancho Group Ander Camp Anchor Coup Anchor Group Anchor Group Ando Group shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Fbed/Sil C4+1 C4.1 C4*1 C4+1 C4+1 C4+1 C4+1 04.1 04.1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 04+1 CAH C4.1 C4+1 C4.1 C4+1 04+1 C4+1 04.1 C4.1 C4+1 04.1 C4.1 CA+1 C4+1 C4+1 C4+1 24" �� Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 1018 10 10 10 10 10 10 10 10 10 10 10 10 P400k 6+7 6*7 6.7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7.8 7+8 7+8 7+8 8+9 8+9 8.9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9.10 ileadrSa C4*1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4.1 04+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4*1 C4.1 C4+1 C4.1 30' a0 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P -hook 6+7 6+7 (1.7 6+7 7.8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8.9 8+9 8*9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/SI1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4.1 C4+1 04.1 C4.1 04.1 C4+1 C4+1 C4.1 C4+1 04+1 04+1 04+1 C4+1 04+1 C4+1 C4+1 C4.1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 36" �o.10mb 8 8 8 8 8 8 8 8 8 8 8 8 8 6 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P400k 6+7 8+7 8+7 6*7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8*9 8*9 8+9 8.9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9.10 8+10 Head/Sill C4+1 C4+1 C4+1 04+1 C4*1 C4+1 C4+1 C4+1 C4+1 04.1 C4+1 04.1 04+1 CA+1 04+1 C4+1 C4+1 C4+1 C4+1 CAH C4+1 C4+1 04+1 04.1 C4+1 C4*1 C5+1 05+1 C4+1 04+1 C5+1 C5+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 • .2' DIT LO Pfiook 6+7 6+7 0.7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7.8 7*8 7+8 8+9 8+9 8+9 8+9 8+9 8.9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 • • 5 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4.2 04+2 C4+2 04+2 C4+2 C4+2 04+2 C4+2 C4+2 04+2 C5+2 05+2 C4+2 C5+2 05+2 05*2 05+2 C5+2 45+2 C5+2 e 1 48" 41' •04+2 ',Jeri:. • 8 8 6 8 8 8 8 8 8 a 8 8 8 8 88 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 • 0L0Rhea 413*7 6+7 8+7 8.7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8.9 8.9 8+9 8.9 8+9 8+9 9+10 9+10 9+10 9.10 9+10 9+10 9.10 9+10 a • 4 • •Flead/510 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 04+2 04+2 8 54• DIA :Arab ;8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 • eflo9PYi • 013+7 6+7 6.7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7_4_ 7+8 Not available In these sizes Heed/591 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C5+2 • 53' ,♦gy p •• 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 a0 : 03 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 'Ito/ 7+8 • ..• .46+7 _ NOTES: •••• O = EXAMPLE ON SHEET 9 DLO WIDTH = 1 • • ItfP )SITIVE �E URES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4• SILL. 2) WHEN USING W2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, TABLE 2A NOM. PANEL WIDTH - 7' • POSITIVE WA4/1E91 TRIG 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX • • 4J GATIVE P y� N HANGED). SEE TABLE 2A. Sill Height to Max. (+) DP (Water Inliltratlon Rating) {+ OH LENGTH I..--I..--DLO HEIGHT = DOOR UNIT HEIGHT -10.125" r 3) 4p, 3-1/4' A 2-T// " ILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" • • 6R.L IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POy§1TIVE DES PR1SSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY THIS CONDITION ISO= Sill Riser Height (Flat or Box, see Sheet 17) (+) Design Pressor, psf (7 w = o PANEL HEIGHT = 0 OH RATIO z 1 DOOR UNIT HEIGHT -1.866" r • • 0410VERHAN COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); • Flush -1-1/2" sae note 3 D NO! RATED FOR WATER INFILTRATION. SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Low2-1/2" + 46'87 4) SEE SHEETS 10-14 FOR ANCHORAGE FBC EGRESS WHEN REQUIRED. Medium - 3-1/4' +60.0 5) DOOR SIZE TO COMPLY WITH CURRENT REQUIREMENTS AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE 60.0 OH LENGTH 6) JAMB ANCHORS ARE SPECIFIED SEE INSTALLED. THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 2, SEE SHEETS 21 & 22 FOR PART DIMENSIONS NOTES 1-3+ OH RATIO = OH HEIGHT AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. PRODUCT REVISED as oomPtlrlao with the Florida Buildidde Now -No. 16-0629.06 Interlock P LeckstIle @ Jamb Straight Astragal Lockstile @ 90' Astragal Lockstile @ 135' Astragal Lockstile @ _Now-No Expiration oats 02/17/2020 -hook Assembly Straight Astragal Assembly 90'Astragal Assembly 135"Astragal Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By Heavy-duty Stiles Standard Astragal Outside Comer, ,- Outside Inside Comer Niam a uc on »�nar_�ii ..- _ �iTrfe3L1.J1 Comer .; ;•.,;:;: • �-�« ��1* e- at1.mF-+ ItC26 =ri Insideide Co Inside Comer CornerOutsid Comer aari,. �`'i=. -:1q _ : , , 1 4 Part #61 (x2) Part 861 Part 1161 Part 861 (Stile) Part 867 (Astragal) Part 861 Part 861 (Stile) Part 9118 (Comer Receiver) part 8119 (Out.) Part 8120 (In.) Part *61 (Stile) Parts #31 & 832 (Com. & Fxd Mount) Part 861 6 Ler _ ' amlatx Ger aw+wr Vela" -:OP. 1070 TECHNOLOGY ORME L- --1 DP AND ANCHORAGE : ; ;'t ��. ra.eare oar SWAY= N. Yvace n 34:70 As rr,adep A. x.ard=SERIES y11J4131.1060 770 ALUM. SGD - LM IMPACT ere are [r•i.A. lbw A LYNN MILLER P.E. JR OM: 100014 amid* MIKaa,reree CERT. OfAUnl. 05N2P3 ® SGD-770 NTS 7 .22 PGT0130 B P.E.a 58705 • 1 • • • • •• 1 • • • • • • FOR EXAMPLE ON USING TABLE, SEE SHEET 7. • ) ▪ POSITIVE PRGSCJIRES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER • DP IS 60.0 PSP I MIEN USING THE 4" SILL, POSITIVE WATER DP 15 90.0 PSF MAX (NEGATIVE PRESSURES I • YNCHANGEDIs IISE•TdOLE 3A. • • IV413-114" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND ITST ONLY * Us5eCTWHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USEDeWHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA • 81 1 ING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TABLE 3: Design Pressure (DP and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For color astragal anchorage on 90' a 135' carve unit., see sheet 11 Maximum DP shown below _ (May be IlmIted by 'MO 34) Table apples to Glass Types 4, 4A, 6, 6A, 7, 7A, 8 b BA and the Stile / Marge' types shown belay. Door Unit Hsl9M 80" 84' 90" 96" 102" 108' 69-7/8" DLO 73-7/8" DLO 79-7/8" DLO 85.7/8° 010 91-7/8" DLO 97-7/8' DIA Anchor Gimp Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 1 2 13 1 4_ 1 1 2 3 4 1 2 3 1 4 1 1_2 1 3 4_ 1 2 13 4 1 1 2 3 1 4 $ g O. 24° 17" DLO Design Pressure +/-90 Opel - +.b pet +/-760 psf HeedIS9I 04+1 C4+1 C4+1 C4+1 04 +1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 0441 C4+1 C4+1 04+1 CA+1 C4+1 04+1 04+1 04+1 04+1 C4+1 C4+1 04+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 P -hook 647 6+7 - - 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 _ 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 30° 23' DLO Design Pressure 41-900 psf +/-82.5 psf +1-75,0 psf Heed'SIII C4+1 C4+1 04+1 04+1 04+1 C4+1 0441 C4+1 04+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 Jamb 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 sip 10 10 10 10 10 10 10 Rhod 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 " 29' DLO Design Prosluro +/--90 0psf +/-82.6 psf +/-75.0 psf HeedIS8 C4+1 04+1 C442 C4+2 04+1 C4+1 04+2 C4+2 C4+1 C4+1 05+2 05+2 C4+1 C4+1 08+2 C5+2 04+1 C4+1 C5+1 05+1 C4+1 04+1 06+1 05+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 8 10 10 10 10 10 10 10 10 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8_ 7+8 7+8_ 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 r• • 1 • s ,a• 1112"15"6 • • • DLO • Dasfp•Pressure +/-90 0 psf +1-826 psf +!-750 psi • HeelSB 04+2 C4+2 C4+2 C4+2 04+2 C4+2 05+2 C5+2 C5+2 C5+2 C6+2 C5+2 05+2 05+2 05+2 05+2 C5+2 C5+2 C5+2 C5+2 C5+2 C8+2 05+2 05+2 Jamb 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 P-tShc 6+7 7+8 _ 7+8_ 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 48" :. "116112.as" +/'90.0pst Sea Nob A bebn +182.6 psf +/-76.0 pal 41" DLO H.ecVSN 04+2 C4+2 C6+2 C542 04+2 C5+2 C5+2 C5+2 C5+2 C6+2 05+2 C5+2 05+2 08+2 C6+2 05+2 C5+2 05+2 C6+2 C6+2 05+2 C5+2 C6+2 C6+2 • • Rlhb 8 8 8 8 8 8 10 8 8 8 10 8 8 8 10 8, 10 10 10 10 10 10 10 10 • a a,Z,I on 6+7 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9410 9+10 9+10 NOTE A: +/-90.0 PSF FOR GLASS TYPES 4, 4A, 6 , 6A, 7A, 8 & 8A; +1-87.1 FOR GLASS TYPE 7 DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT -10.125' PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 3, SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. interlock P -hook Lockstile U Jamb Straight Astragal Assembly Lockstile * Straight Astragal 90' Astragal Assembly Lockstile [) 90' Astragal 135' Astragal Assembly Lockstile 135' Astragal Heavy-dutyStlles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile HeavydutyStlle »r�11 i'« •_-+ ��r«64 Heavy-duty Astragal a.Jl�i-° Outside Corner �"�''� �i�,�-i inside Comer' l l Outside Comer ` me= Inside �omer ki Corner 1234 _ Inside apr ComerOutside • Part #61 (x2) Part 961 Part 961 Part #61. (Stile) Part 968 (Astragal) Part 1141 Part #61 (Stile) Part 91.18 (Comer Receiver) Part #119 (Qui) Part 9120 (In.) Part #61 (Stile) Parts 931 & #32 (Corn. & Fxd Mount) Part 4161 TABLE 3A SIN Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (Flat or Box, see (+) Design Sheet 17) Pressure, pst Flush - 1-1/2' see note 3 Lav -2-1/2` +48.87 Medium - 3-1/4" + 60.0 High -4' +90.0 SEE NOTES 1-3 OH RATIO - OH LENGTH OH HEIGHT PRODUCT REVISED as complying with the Florida Building Coda _NOA-No. 16-0629.06 Expiration Data 02/1T/2020 By Mlam ioduct Control' Road* JR n.wmv s■.aa°c aeewr aexrdq ger 1070 TECHNOLOGY DRIVE M YH•C9. 9.34271 (.41)490.1600 CERT. OFAUIM *MOM DP AND ANCHORAGE SERIES 770 ALUM. SGD - LM IMPACT ewr.wrt SOD-770 s.r NT$ •wm g e22 nw+aa. PGT0130 ree B A. LYNN MILLER, P.E. PE.e 58703 • • ••••c• • • • •• • c ••••c • a • • •• a • • • • • • s • • • 3 SEE SPLICE NOTE, THIS SHEET NO FRAME '7+8" P -HOOK ANCHORAGE CONSISTS OF: JAMB (7) P -HOOK ANCHORS, REQUIRED Q (PERPENDICULAR TO GLASS EXTERIOR PLANE) SEE TABLE 2, SHEET 7 POCKETS AND 4.051" • 2/t RAAX O.Q ••_• • i / CHORAGE • • i�7 •• � • �� NTERUNE C • CF PANEL 1 2Y4,IAX ✓ ••• ••i: • �••s SEE POCKET (8) P -HOOK JAMB MOUNTING INSTALLATION, ADAPTER THIS SHEET ANCHORS MIDWAY & SHEET 14 BETWEEN P -HOOK ANCHORS & AT 3" FROM TOP & BOTTOM " MAX. TO OPENING EDGE OF POCKET f END PANEL ANCHORAGE i? ANCHORS) +2" • • SEE "C5" CLUSTER MAX UNIT WIDTH SEE "CS" CLUSTER DETAILS, DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK INTERLOCK CLUSTER, SEE 60" NOM. DETAILS, SHEET 11 PANEL WIDTH SEE INSTALLATION DETAILS 'Jc' &'Kc', SHEET 14 & PART DETAILS 'J'&'K', SHEET 19 FOR P -HOOK ANCHORS 6' MAX x SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL MAX. O.C. 21" MAX. O.C. L-----6"MAX END PANEL ANCHORAGE (SEE SKETCH BELOW) 8" MAX, TYP. +2 • "+2 __-"+2' ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE 2 04" EXAMPLE: 5 -PANEL, 2 TRACK, 90° OUTSIDE CORNER - pXX/J0(O - EXT. MOUNT POCKET ANCHORAGE PLAN: 60" x 96" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) • • *Ice 0 *CENTERLINE OF "IOM • , • •INTERLOCK PANEL �$EE "C5" CLUSTER • •WIaiH / DETAILS, SHEET 10 li • / FOR INTERLOCK ^. "+2" ANCHORAGE 3.5" 1 \ ' LCENTERLINE / OF PANEL 2 / REQUIRES / "C6" CLUSTER SEE ( I % `DETAILS, SHEET 11 / 4.051" • ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24' O.C. MAXIMUM. ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24', OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE AT RIGHT: 4 PAIRS OF ANCHORS (TOTAL 8 ANCHORS) PER JAMB (SEE JAMB DETAIL BELOW) END PANEL 6'MAX J ANCHORAGE (SEE +2" SKETCH BELOW) ANCHORAGE 21" MAX O.C. 5.64" 6" MAX JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX ANCHOR O.C. (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE P -HOOK ANCHOR DETAILS ON SHEET 14. EXTERIOR //fJ//// "+2" ANCHORAGE SEE "Cr CLUSTER CEENTERLINE DETAILS, SHEET 10 INTERLOCK FOR ASTRAGAL 3.5" // / I OF PANEL 3 IE CENTERLINE --OFPANEL 4 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS CENTERLINE I +—AS • ASTRAGAL ACM • END PANEL ANCHORAGE (2 ANCHORS) TRACK FRRME JAMB ANCHOR PAIR 8" MAX ///J1./'/ // •//EA "+2* ANCHORAGE J CENTERUNE OF PANEL 5 SPLICE NOTE: NON- STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS AT THE P -HOOK. PRODUCT REVISED •s with the Florida BuOding ods _NOA-No. 16-0629.06 _ Expiration Dab 02/17/2020 By MlarnL•(ade(product Control Roof ro Amor 4F brew 04.: 0r.n9F JR cmw 10'!0^14 mer 10707EG910LOOYDRIVE N VENICE FL 34275 (941)480.1600 corr. OFAVIIL 122296 114.4•" ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUM. SGD - LM IMPACT 500-770 BOAC NTS aro 9 + 22 oar P(310130 I B A. LYNN MILLER. P.E. P.EJ 58705 • • • • • • • • • • ASTRAGAL ORSPLICE LOCATION INTERLOCK-�IF NEEDED CENTERLINE I i'- EXTEERIOR V 1.75' 3.5" 2.04' EXTERIOR 3.5 2 -TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, 'CC) •• • • ASTROGAL43 SPLICE LOCATION INIERWCK IF NEEDED • • • • CENTERLINE• • • • 3.5" • • ASTRAGAL OR 1 (FOR SPLICE INTERLOCK...) CONDITION, USE CENTERLINE 'C6' CLUSTER DETAIL) 7" 2.04" 4" DIAG. 7" 2 -TRACK FRAME HEAD/SILL &i? ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL ORSPLICE LOCATION INTERLOCK" IF NEEDED T EXTERIOR ASTRAGAL OR (FOR SPLICE INTERLOCK -.l CONDITION, USE CENTERLINE "C6' CLUSTER DETAIL) 3.5' CENTERLINE 3.5" 1.75" 7" •� 3.5' r 2 -TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL ORSPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE 3.5" •• • •• EXTBntIOR • • • V ••• • ••• 4.08' 7' — •"DIAG. • 2.04" 7 3Nre FRAME HEAD/SILL AS•TRgGAL OR INTERLOCK (USE WHERE 4 CLUSTER ASH9FPSVE REQUIRED, "C4") • • •••• • ASTRAGAL OR SPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE I EXTERIOR7" DIAG. 3 -TRACK FRAME HEAD/SILL (A ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5') EXTERIOR 43" ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE "CT CLUSTER DETAIL) 3.5" EXTERIOR 3 3.5" 3 -TRACK FRAME HEAD/SILL gl ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, '06") ASTRAGAL OR►I (FOR SPLICE INTERLOCK CONDITION, DO NOT CENTERLINE USE THIS DETAIL) 6" MAX �i. III N I 1111111 F -2 -TRACK FRAME JAMB ANCHOR PAIR 2.04' 21' MAX O.C. i's ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. TRACK (INT. SHOWN) 8"DIAG. EXTERIOR 5.64` 6" MAX. 4 -TRACK FRAME JAMB ANCHOR PAIR i— 6" DIAG. PREPoOR 5.64" 6" MAX. f 3 -TRACK FRAME JAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION IF NEEDED 3.5" 4 -TRACK FRAME HEAD/SILL (R ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, 'C4") 7' 4 -TRACK FRAME HEAD/SILL aQ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER . ANCHORS ARE REQUIRED, "C5') 4 -TRACK FRAME HEAD/SILL fill ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, 'C6") WITH & WITHOUT SPLICE CONDITION NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P -HOOK SEE SHEET 9. Oft Doke bis AnNalc J• R CVOs 1iYIWN14 CbselodW ar 10707EdwOLOGYDRIVE N. VENICE, R 34275 (941)441500 CERT. OF AVM *29296 OsegWat ANCHORAGE, EXAMPLE CLUSTERS xR SERIES 770 ALUM. SGD - LM IMPACT •errde SOD -770 •6 NTS ane 10 +22 O -I-3* PGT0130 B PRODUCT REVISED as complying with the Florida Building Cod* NOA-No. 16-0629.06 Expiration Dab 02/17/2020 By Igiam1-IYa mduc1 Control A. LYNN MLLEt, P.E. P.E158705 • • • • • • • • • • 2.04" INTERIOR I 6.12" 'ILIIuI 1 INTERIOR . 1 Il i - MI1 �'I NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 90' CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4.08" INTERIOR 90° CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") EXTERIOR • 7" •••• •••SCORNER 3 -TRACK FRAME HEAD/SILL • ("C6" /NCIROFtOLUSTER REQUIRED ATS Cy-WF3(tCK CORNERS ) ••• • ••• • • •••• • INTEPoOR 8.12" 2.04" EXTERIOR 4' 6.12 4"DIAG.c .y1 2.04° ` 1 EXTERIOR 3.5" 7. 3.5" T 4" 90" CORNER 4 -TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS ) 135° CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 7" 135° CORNER 3 -TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS ) INTERIOR ON XTP ALL n VIEWS • .s-.411•111111110j1AN 3.5" L EXTERIOR 135° CORNER 4 -TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS ) 2.04" 135° CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6') "+1"ANCHOR • _ CENTERLINE ffl OF PANEL "+2" ANCHOR 4" DIAG 3.5' "+3" ANCHOR i1 4.08' CENTERLINE OF PANEL 4" DIA( . �( 204 3.5" -+ L (_CENTERLINE f OF PANEL 4 -TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3 -TRACK SIMILAR) L_ CENTERLINNE OF PANEL 2.04' 4" DIAG. I CENTERLINE f OF PANEL "r3" ANCHOR 7 4" DIAG. CENTERLINE OF PANEL 2 -TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT Reel* as Sense e.r hear. Raw Palm JR• A Aft Wl1 V14 c7aearey 1070 TECHNOLOGY DRIVE N. VENCE FL 34275 I949.180480e CERT. CP ACTH fib• ANCHORAGE, EXAMPLE CLUSTERS ri SERIES 770 ALUM. SGD - LM IMPACT SOO-77V NTS 11 . 22 PGT0130 B PRODUCT REVISED as complying with the Florida B uilding Cats NOA-No" 16-0629.06 E xpiration Dat• 02/17/2020 By Mlamr roduc! Control A. LYNN MILLER, P.E. P.E.M58705 • • • • • • • •• • • • • • • • • • • • •• • INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A SHEET 1 2-1/16' * 1/4" MAX SHIM EXTERIOR a EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 2 -TRACK FRAME HEAD WOOD INSTALLATION 13. WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 WOOD ANCHOR TYP., • • SEE ANCHOR NOTES ••••• &TABLE ,SHEET1 • SEE ANCHOR • • Via*, SHEET I 1 llp/4" MAXI • • •• EXTERIOR ••a.. • • •4/ 6.. • EEGeiD STANCE: SEE TABLE A, SHEET 1 • EMBEDfR ?:SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 • • •••• • •••• • • • • t -TRACK FRAME SILL • • (y'/ )(MOD INSTALLATION • •• • • • • • EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP. SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR n nwn V 1/4" MAX. SHIM I ►— 2 -TRACK FRAME JAMB 11111.1 WOOD INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 21/16" EXTERIOR MAX. SHIM EXTERIOR 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX) EXTERIOR Lr. 0 3 -TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A SHEET 1 Lei3 -TRACK FRAME SILL MI WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR V 1/4" MAX. SHIM Fr EDGE DISTANCE: SEE TABLE A. SHEET 1 2-1/16' * 3 -TRACK FRAME JAMB WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 21/16"* METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) ,27.27. v SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 4 -TRACK FRAME HEAD METAL INSTALLATION SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1/4' MAX. SHIM METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 EXTERIOR <32-1/16• " .r. v 4 -TRACK FRAME SILL METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 AXTERIOR 1/4" MAX. SHIM I-.-- 4-TRACK FRAME JAMB METAL INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16'" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE ® NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAYBE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. * DIAGONAL O.C. IS MIN*. (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A. SHEET 1 Dee fisodatne bald* ReradBr JR De. Dar ore 1(H0/14 ChmaxiBX oar 1070 TECHNOLOGYDRIYE VENICE, FL 34275 041)480.1600 CERT. OFAU1X 813796 ANCHORAGE DETAILS 'Mr SERIES 770 ALUM. SGD - LM IMPACT aerlrc SOD -777 NTS War 12 + 22 w.+v PGT0130 B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Datt02/17/2020 lMIDe``t Centr•i :,Iii,, t 110 IYNN Ai »i, *'= 140. 56705 moo•. AI br A, t4lN MIL'IEf`P.E P.E.X58705 1 1 • • • • • • •• • • a • • • • • •• INSTALLATION DETAILS CONCRETE PER TABLE A, SHEET 1 EXTERIOR a EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 EDGE DISTANCE: SEE 4111.111111111 TABLE A, SHEET 1 CONCRETE 2 1/16" • PER TABLE A, SHEET 1 • CONCRETE ANCHOR TYP., • • SEE ANCHOR NOTES & • • TABLE A, SHEET 1 ••SE• EANCHORD ••• NOTE65,SHEET • •',R/4' MAXI ii • • • •af• EXTERIOR a • •••• tilt** 1 114' MAX. SHIM CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A SHEET 1 FRAM RETE INSTALLAT EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/18" EXTERIOR a PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 IMAIS• � Egp�STANCE: SEE TABLE A SHEET 1 • • EMBEDMEWP: SEE • •• ••• • • •••• • • PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 3 -TRACK CONCRETE ,rt 0 1 CONCRETE PER TABLE A. SHEET 1 1/4" MAX. SHIM EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" EXTERIOR a CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 FRAME HEAD INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX) PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) i'A174iwon NisYi'r 000racra* 73"3,.0. EXTERIOR 2-1/16"- CONCRETE EDGE DISTANCE PER TABLE SEE TABLE A, SHEET 1 A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3 -TRACK FRAME SILL CONCRETE INSTALLATION • •• • • • • • EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEETI CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, EXTERIOR .0,1/4" V1/4" MAX. SHIM ONCRETE INSTAL EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16' • CONCRETE OR CMU PER TABLE ET I 2 -TRACK FRAME- vff CONCRETE/CMU INSTALLA int EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A. SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 EXTERIOR V 1/4" MAX. SHIM —.•-I i-.- 1/4' MAX. SHIM NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. • DIAGONAL O.C. IS MIN 4' (HEAD & SILL) OR 6' (JAMB) SEE DETAILS, SHEETS 10 & 11. PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 4 -TRACK FRAME HEAD CONCRETE INSTALLATION 1 it CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONCRETE PER TABLE A, SHEET1 2-1/16'• ® CONCRETE OR CMU PER TABLE A, SHEET 1 3 -TRACK FRAME JAMB CONCRETE/CMU INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 in► ID? 4 -TRACK FRAME SILL CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16' • CONCRETE OR CMU PER TABLE A, SHEET 1 1/4' MAX. SHIM 1 -- 4 -TRACK FRAME JAMB 1%,,•V CONCRETE/CMU INSTALLATION CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED •- cdinglyComodpng i.with the Florida Bon NOA-Ne. 16-0629.06 Expiration Dat. 02/17/2020 BY Mlam rodant Control lined* Awed iF ore cre Nwllae own ay JR 1011044 rJ.erd beim 1070TEGlt,oW2YDRIVE N. VEMCR R 34775 (840480.1800 CERT. OFAUTH. 42246 ANCHORAGE DETAILS Tee SERIES 770 ALUM. SGD - LM IMPACT SOD -770 NTS 13 s 22 Decca PGT0130 Roe B \\'s S! LYNN gi * No. 588705 $T�1r: dF Us,.' ' ' y i ��Ai L�'�{rtL2Ry.P.E. Pk A stiia5 INSTALLATION DETAILS NOTES: 1. ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT i. 2.693' MIN. + 'EDGE DISTANCE ON MIN. ALLOWED. 2. FIGURES ON THIS WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER �' SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION — i- \ CONCJCMU ILLUSTRATIVE �_21Z,_41111( iSEE Cc3 ANCHOR NOTES ( ,�, ANCHOR TYP., SEE PURPOSES ONLY. SEE EMBEDMENT: '� �"�"�'� �� TABLE A, SHEET 1 FOR SEE TABLE A, �r�� & TABLE A, SHEET 1 I ,kms. !�` ), ANCHOR NOTES & ALL APPROVED (ALSO SEE TYP. t ---- - TABLE A, SHEET 1 SHEET 1 ��i 1 ILLUSTRATION, SHEET 9) SUBSTRATES. 1-1/4" MIN. EDGE DISTANCE �` G `� I EDVh DISTANCE: SEE EXTERIOR 3. SEE TABES 1-3, TABLE A, SHEET 1 EMBEDMENT: SHEETS 6-8 FOR _ • ' SEE TABLE A. REQUIRED P-HOOK SIE' P-HOOK MOUNTING AND ! EXTERIOR SHEET.1 ADAPTER CONCJCMU P-HOOK PHOOK WOOD ANCHOR TYP., • • SEE ANCHOR NOTES- ... �� 1 �7 P-HOOK MOUNTING ADAPTER ANCHOR TYP., SEE ANCHOR QUANTITIES- ANCHOR NOTES & TABLE 6 •••• • • &TALE A, SHEET 1 _ CONCRETE OR CMU PER TABLE EMBEDMENT: SEE ALSO SEE EXAMPLE A, SHEET 1 ON SHEET 9. • • (AItSO SEE TYP. • 2,693" MIN. TABLE A, SHEET 1 (ALSO SEE TYP. A, SHEET 1 ILLUSTRATIeN, SHEET 9) • • •• • • i:r& P-HOOK FOR USE WITH EDGE DISTANCE ILLUSTRATION, SHEET 9) FLAT SILL RISERSP-HOOK FOR USE WITH ANY SILL RISER • © PARTS #18, #20, #22 OR #24, © PARTS #18, #20, #22 OR #24, • • • • • • • WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, • • • • (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN • • • FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION t • METAI•TYP . • • • • SEE ANCIII • EMBEDMENT: SEE P-HOOK MOUNTING P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONCJCMU • NOTE 4, SH.�T•1• • MIN. OF 3 THREADS TABLE A, SHEET 1 ADAPTER SMS TABLE A, SHEET 1 CMU PER TABLE ANCHOR TYP., SEE ANCHOR TYP., SEE • TIMID THE h • • IRL• • • • • SUBSTIRATF• • • • • • • • — A SHEET 1 ANCHOR NOTES & TABLE A. SHEET 1 ENT: (ALSO SEE TYP. EMBEDM ( ILLUSTRATION, SEE TABLE A, `r. . ;.. ` )'::. ..• ,, .. - - `.• . ' , :.•.. ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) • • EMBEDMENT: SEE TABLE A, SHEET I SHEET 9) SHEET 1 I----E DISTANCE: SEE T : LE A, SHEET 1 ' .' - 1-1/4" MIN. EDGE DISTANCE T � i ..; i J PRODUCT REVISED •s com n with the Florida • Building s P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU ��` NOA-No. 16-0629.06 SEE ANCHOR NOTES `: n ANCHOR TYP., SEE �'; � EXTERIOR n respiration Dab 02/17/2020 & TABLE A, SHEET 1 4- '' ANCHOR NOTES & TABLE L. = v (ALSO SEE TYP. 2.693" MIN. A, SHEET 1 auet ILLUSTRATION, SHEET 9) 2.693' MIN. Mm Control EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS ids, AZA P-HOOK FOR USE WITH BOX SILL RISERS 7 PARTS 419, #21, #23 OR #25, ® PARTS #19, #21, #23 OR #25, T� ,, : , : , i ;, ‘' LYNN r'', METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR ........ ./i'<F (SEE TABLES 1A, 2A & 3A MOUNT TABLES 1A, 2A & 3A MOUNT ;.�'�c,, -' '-�G�NSc •. (SEE FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY `` ?.. �A No. 58705 fined* OW Palates Peopec iez 'I' d 6 aM..le Odic Rev.'s 1070 TECHNOLOGY DRIVEpe, ANCHORAGE DETAILS = j ' - N. VEMCE ft 94275 isr . �. COR14:•-.'��": a..+.e Oak ne emr (ent+80.1800 SERIES 770 ALUM. SGD - LM �''...'3'(.2N.12.�'� ,,......,\,., Dann In ar OWN* Dab: yIMPACT B 'n.—th Ip,E; F.E. JR fW1G14 CERT: OF AWN-/ SGD-770 NTS 14 s 22 PGT0130 PEA 56705 • • •• • • • • • •••••• • • 000000 • •• •• •• • • • • • 6 • • • • • • CONFIG. EXAMPLES HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS'Aw' & SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS - 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKST!E, LOCKING INTO ,EPER (ITEM 103) AT FRAME JAMB OR•ASTRAGAL. 43PLEASE StE lfrtIGABLE ASSRAGAL&IYTERLOCK C-Ob1BINAT1ONS PER If/ANCHOR TA9LES. : • • • • SItL•T TAIL '0, SHEET 18; • • • • IN64ALLATION DETAILS • • SIX &pc',SHEETS 12&13 •• PANEL CORNER DETAIL MAX. UNIT WIDTH MAX DLO WIDTH MAX PANEL HEIGHT #10 X 1-1/2" PH SMS PANEL TYPE QS' NOM. PANEL WIDTH TYP. PER TABLES 1-3 NOM. PANEL WIDTH TYP. PER TABLES 1-3 MAX. UNIT MAX- HEIGHT DLO PER HEIGHT TABLES 1-3 90 EXAMPLE: 90" INSIDE CORNER, 4 PANELS - XX/XX SILICONE SILICONE STRUCTURAL BY OTHERS POLYISOBUTYLEN wird DESICCANT FRAME CORNER DETAIL Part # Description Material 124 ' Kommetiing 4SG TPS Spacer System Seo this Tor erials Mater 125 Quanex Super Spacer nXrwith Hot Meit Butyl 128 Quanex Duraseal Spacer 127 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 #8 X 1" PH SMS EXT. GLASS STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS INT. GLASS C) KODISPACE 4SG TPS BUTYL& DESICCANT FOAM EXT. GLASS MAX UNIT WIDTH INTERIOR EXTERIOR 90° CORNER DETAIL 'NZ, SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERLOCK DETAIL 'M', SHEET 19 EXTERIOR INTERIOR JAMB DETAIL 'GT, SHEET 18; INSTALLATION DETAILS Gw &'Gc', SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" HOT -MELT BUTYL 3/16' NOM. INT. GLASS SUPER SPACER®NXTT" ALUMINUM REINFORCEMENT pDLY150- BUTYLENE SEAL 5/16" NOM ROLL -FORMED STAINLESS STEEL EXT. GLASS DESICCANT Fla AREA 5/16' NOM. SILICONE SEAL INT. GLASS NT. GLASS 176 DURASEAL® SPACER 177 XL EDGEThSPACER M/4e JS. Oxer noel I la Aft 0519 nabs I•ram PINPAIrar ADDED SPACERS. Cob/y, Deft 1070 TECHNOLOGY DRIVE N VEMCE FL 34775 4941}430-1960 CERT. OF AWN. 329736 Dee1•s ANCHORAGE DETAILS /EXAMPLE ELEVATION tac SERIES 770 ALUM. SGD - LM IMPACT SGD-770 Ikedw NTS 15 + 22 /Weft.Pr3T0190 B PRODUCT REVISED •• complying with the Florida Building Cod• _NOA-Ho. 16-0629.06 Expiration Dale 02/17/2020 By Miam uct Con A. LYNN MILLER, P.E. P.E#58706 • • CONFIG. EXAMPLES ifo; ziD JAMB DETAIL 'G2', LLL SHEET 18; INSTALLATION DETAILS 'Gw' & SHEETS 12 & 13 INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 M', SHEET 19 OPERABLE JAMB DETAIL '03', SHEET 18; '--).—INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 • •• • 4 •••• ASTRAGAL HEADER DETAIL'A', SHEET DETAILS11' & 18; INSTALLATION DETAILS L2, SHEET 19 'AW &'Ac', SHEETS 12 & 13 • SEE SAME & J • PANEL OORRE • •• • CONSTOMM • • • . •DETAILS SHEIT 11e• • • • • • • • • ASSIRaLALUETAILS'L1' & • • • •••• L2, SHEET 19" F� • EXAMPLE: OXXX (2 -TRACK) • • •••••• • • 000000 •• • • •• • (Jr IT GHT SILL DETAIL S 'D', SHEET E318, INSTALL DETAILS 'Dw' &'Dc', SHEETS 12 rat & 13 SILL DETAIL '0, SHEET 18; INSTALLATION DETAILS 'Ow' & Dc', SHEETS 12 & 13 HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS 'AW & 'Ad, SHEETS 12 & 13 JAMB DETAIL 'G3', SHEET /"18; INSTALLATION DETAILS ^( 'GW &'Gc', SHEETS 12 & 13 EXTERIOR MAX. UNIT HEIGHT PER TABLES 1-3 EXAMPLE: 90° OUTSIDE CORNER - )X/XX (2 -TRACK) JAMB DETAIL '11', SHEET 18; INTERLOCK DETAIL 'M', SHEET 19 INSTALLATION DETAILS 'Iw' & INTERLOCK DETAIL'M'. SHEET 19 'Id, SHEETS 12 & 13- 1 1. JAMB DET1,t& Wl,6MEET 18; INSTALL/1TiDZIATAILS 0••F1W&Hc', t T 12&13 1•• • ••- • • • MAX HEI P TAE 1 P -HOOK DETAIL 'J' & IC, SHEET 19; INSTALLATION DETAILS'Jw', 'Jc', 'KW & 'Kc', SHEET 14 HEADER DETAIL SHEET 18; INSTALLATION DETAILS 'Bw' & 'Bc', SHEETS 12 & 13 • • MAX. UNII WIUIM I UNIT GHT ER ILES 3 7 MA UN HEI PE + TAB 1 1 PANEL TYPE 'A' / / SEE NOTE 2, PANEL TYPE 'D' // I PANEL TYPE 'L' NOM. PANEL WIDTH TYP. PER TABLES 1-3 a X 1�� MAX. DLO HEIGHT 1 .-... PANEL, TYPE 'R' /I/ / 0 X SHEET 15 a X PANEL TYPE 'L' / SEE NOTE 2, SHEET 15 ‹X MAX. DLO HEIGHT imicar MAX_ UNIT WIDTH 1 • SEE SAME & J • PANEL OORRE • •• • CONSTOMM • • • . •DETAILS SHEIT 11e• • • • • • • • • ASSIRaLALUETAILS'L1' & • • • •••• L2, SHEET 19" F� • EXAMPLE: OXXX (2 -TRACK) • • •••••• • • 000000 •• • • •• • (Jr IT GHT SILL DETAIL S 'D', SHEET E318, INSTALL DETAILS 'Dw' &'Dc', SHEETS 12 rat & 13 SILL DETAIL '0, SHEET 18; INSTALLATION DETAILS 'Ow' & Dc', SHEETS 12 & 13 HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS 'AW & 'Ad, SHEETS 12 & 13 JAMB DETAIL 'G3', SHEET /"18; INSTALLATION DETAILS ^( 'GW &'Gc', SHEETS 12 & 13 EXTERIOR MAX. UNIT HEIGHT PER TABLES 1-3 EXAMPLE: 90° OUTSIDE CORNER - )X/XX (2 -TRACK) JAMB DETAIL '11', SHEET 18; INTERLOCK DETAIL 'M', SHEET 19 INSTALLATION DETAILS 'Iw' & INTERLOCK DETAIL'M'. SHEET 19 'Id, SHEETS 12 & 13- 1 1. JAMB DET1,t& Wl,6MEET 18; INSTALL/1TiDZIATAILS 0••F1W&Hc', t T 12&13 1•• • ••- • • • MAX HEI P TAE 1 P -HOOK DETAIL 'J' & IC, SHEET 19; INSTALLATION DETAILS'Jw', 'Jc', 'KW & 'Kc', SHEET 14 HEADER DETAIL SHEET 18; INSTALLATION DETAILS 'Bw' & 'Bc', SHEETS 12 & 13 EXAMPLE: OXXXp (3 -TRACK, RIGHT POCKET) SILL DETAIL'E' SHEET 18;-' INSTALLATION DETAILS 'Ew' & 'Ec', SHEETS 12 & 13 JAMB DETAIL 12', SHEET 18; INSTALLATION DETAILS'Iw' &'Ic', SHEETS 12 & 13 I MAA. UNII WIUIM 1 • • MAX. UNII WIUIM I UNIT GHT ER ILES 3 T l • 1( I I MA UN HEI PE TAB 1; PANEL TYPE 'M' / nSEE U -.-NOTE 2 SHEET 15 X Q z S gH Ig PANEL TYPE 'P / —� PANEL TYPE 'P � XX PANEL TYPE 'M' NOM. PANEL WIDTH TYP PER TABLES 1-3 X 1 PANEL TYPE 'L' / SEE NOTE 2, SHEET 15 ‹X MAX. DLO HEIGHT PANEL TYPE 'R' / o 1 EXAMPLE: OXXXp (3 -TRACK, RIGHT POCKET) SILL DETAIL'E' SHEET 18;-' INSTALLATION DETAILS 'Ew' & 'Ec', SHEETS 12 & 13 JAMB DETAIL 12', SHEET 18; INSTALLATION DETAILS'Iw' &'Ic', SHEETS 12 & 13 I MAA. UNII WIUIM 1 I JI T l • 1( I I MA UN HEI PE TAB 1; PANEL TYPE 'M' / nSEE U -.-NOTE 2 SHEET 15 X MAX. DLO HEIGHT !� PANEL TYPE 'P / —� PANEL TYPE 'F' NOM. PANEL WIDTH TYP. PER TABLES 1-3 PANEL TYPE 'P' I+— / 0 i 1f li 1 )00(0EXAMPLE: XO 0 -TRACK, BY-PASS) IT GHT R LES SILL DETAIL 'F', SHEET 8; INSTALLATION DETAILS 'Fw' &'Fc', SHEETS 12 & 13 INTERIOR INTERLOCK DETAIL '`�`'M', SHEET 19 (.3' 90° OUTSIDE CORNER DETAIL NV, SHEET 19 & CORNER ANCHORAGE SHEET 11 MAX. UNIT WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 HEADER DETAIL 'C', SHEET 18; INSTALLATION DETAILS 'CW&'Cc',SHEETS 12&13 ns AK 2s a.. •.®9F a•r JR 11/10/14 Pc 1070 TECHNOLOGY ORM N. VENICE, a 34275 (841,44904520 CERT. OF ARM awns L._ vas EXAMPLE ELEVATIONS SERIES 770 ALUM. SGD - LM IMPACT SOD -770 NTS 16 + 22 nowb PGT0130 PRODUCT REVISED as ulcldlmagop in with the Florida B Nod-pip. 16.0629.06 Expiration Date 02/17/2020 By Miami- • a ct Contfol PE.• 58705 • • • • •• c • • • • • 000000 • • .• • • • •• • • •• •• • • PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE INTERLOCK SINGLE INTERLOCK STIFl ILEO wiHHANDLE `may OX ourKSTILE Aso INXAL ASTRAGAL w/HXOUT N. ASTRAGAL W/HM INLE \ 0 w HANDLE CORNER W HANDLES CORNER RNER 90 NDLER i INT CORNER W RECEIVER ,1116 EXT 90 RECE ER +16 CORNER 1 REC R136 63, REXT INT ECEIVER „ 4" 773C- 4T1iC- SINGLE INTERLOCK s OUT F PP K TR TQ TC TA TV TW SINGLE INTERLOCK EDT- IN B E P A C C IC SQ . SC SA SV SW 5r� - RR R S S �� FD FC FV FW LOCK3TILE Wl HANDLE D M J J ' frANE1:S LST STilk TYPE ASTRAGAL r BOX L PANEL NOTES: • I ND \ W/ HANDLE : t poXgm 1. SEE DP TABLES 1-3, SHEETS 6$ FOR PANEL • ABO ■ BO =^� A / V DESIGN PRESSURE.THOW /� SIZES ETYPES LEFT if INTERIORRIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF N7 MAN i °4 PANEL CIIIIT -d-i'�M PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS o9 • - ExTER1aR ARE NOT AVAILABLE. • BOX•• / T U STILE STILE AND 3.90° ASTRAGALS TO USE HEAVY-DUTY STILES RECEIVER AND SCORNER • • • •ITHER } Dox • • S��L.�`� T T. U� (#118) PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (EXERIOR (#1R1 ) OR INTERIOR (#120)) APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. • INT OCVCORNWP•TILE • • 90 LOCYCTILE W/ HANDLE A RT CI - 4.135' ASTRAGALS TO USE HEAVY-DUTY STILES (#61) AND CORNER ADDON (#31). ----i 1-- .232 EXT ••.#/j'" SILL RISERS OPTIONS 2�. QT QS 23Y. EXTERIOR •'HANCIAmi 23Y EXTERIOR i' EXT CORNER �4�1;,y�[ EXTERIOR EXTERIOR .062" 4.055' • . • 90 RECEIVER W! HANdE .#,18 CT CS / a 2.655• 3.306• I • I • • • • • INT CORNER j� 80 RECEIVER�-(" W/ HANDLE 611 By AT AS DF�� / . 1.567162. T '+ \ PRODUCT REVISED EXT CORNER i% to 6;:\SILL RISER, FLAT' RISER, FLAT SILL RISER, FLAT SILL RISER, FLAT as complying with the Florida oti• 90 RECEIVER �� CC i OLOL O FLUSH, 1-1C2" LOW, 2-1/2" MEDIUM, 24 3-1/4" HIGH, 4" NOA No 16-0629.06 #dt !/ —NOBuilding EXT CORNER 1I 135RECENER A1' VT VS VF / '�j 1 Imo- mo 1 a RIOR.. I"s- .750" Expiration Dab 02/17/2020 By W! HANDLE 6g \ I .7�• EXTERIOR /� - Miam Induct Control INTCORNERR31 CEIVER ,..„,f.., WT S WF EXTERIOR EXTERIOR I <3-1 �• a :M M a �r 4.055' 135 WI HANDLE 661 t 1/ �/ .062' t•* 2.555• '- 3.305'0 '�i11 .062. 1.567' I I :•t:._ .. 4, -x-11 SILLRISER,) SILL RISER, BOX SILL RISER, BOX (;;;\ SILL. ER, BOX •'ti5 19' 1-1/2' 21 LOW,, 2 12` O MEDIUM, 3-1/4'',L.,'HIGH. 4" * NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 _t • - ...,.:T.7. 0 ^rad* ar s •nUbse O_eb_ b ,;�.- �,f 1°a ' Poe/ OF ,stmt 1070 TECHNOLOGY MIX i-- —� PANEL TYPES N. vane ft 34275 •' Awed* or" a»beza (841).490.1800(841).490.1800A. SERIES 770 ALUM. SGD — LM IMPACT Ono rJue1"abac ore 17 a..+,r amPGT0130 B LYNN MILLER P.E. JR J 10/10/1410/10/14are CERT. OF AVM 119216 30 0.770 NTS 1 22 PEY58705 • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) #410X3/4" • SM6, X 3 ••• 6" LQ 4G ••ig• MIDSRAN FULL LENGTH OF JAMB 6" LONG MIDSPAN Jai 2 -TRACK JAMB CLIP #105 W/ RETAINER #106 (SHOWN WITH FIXED PANEL TO THE INTERIOR) ,EXTERIOR lab FULL LENGTH OF JAMB 2 -TRACK JAMB CLIP #80 OR #105 W/ RETAINER #123 (SHOWN WITH FIXED PANEL TO THE EXTERIOR) 0 lair- • :;. •••• •••• •g •• • •EXTERIOI?Q ••• a. •• •• • • •••• SHOWN WITH • OPT. SCREEN TRACK 2 -TRACK JAMB (SHOWN WITH OPERABLE PANEL) ,EXTERIOR 75&1077--11 ,EXTERIOR 2 -TRACK JAMB WI SCREEN 758107-11 m ,EXTERIOR 3 -TRACK JAMB (SHOWN WITH OPERABLE PANEL) 0 Is 0 FULLPANEL JAMB LENGTH SEE DETAIL GI FOR FIXED PANEL CLP SEE DETAIL G2 FOR FIXED PANEL CLIP TrAmir 0:2),EXTERIOR, 3 -TRACK JAMB (SHOWN WITH FIXED PANEL TO THE EXTERIOR) m ,EXTERIOR 4 -TRACK JAMB �•(SHCWN WITH 0 FIXED PANEL TO THE INTERIOR) EXTERIOR . !''IIS !"II' !"I! �j 2 -TRACK W/SCREEN FRAME HEAD ,r. 4-TPACK FRAME HEAD MAX. UNIT HEIGHT PER TABLES 1-3 EXTERIOR m 11111I II i ! Il IIR o 1+'114 r" L11111/111 L�11111111 ' L1J�1 ' 1' 1J�1 .T411 0 ,--f-art .� II!. it II II Ili iii II!!.1 IIII IJ LE 111,11111 LI ,I1 L11111 101'0 O j' i a rim 2 -TRACK WISCREEN FRAME SILL • ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE, ,ra 4 -TRACK JAMB (SHOWN WITH OPERABLE PANEL ) 0 Pawl Rt. a.c Raul Dolor Cat rohfatc •alar Rambla: oa.fer 11 9r. 10'10/14 CYtlW BY: Deft 1070 TECHNOLOGY OHNE N. 0150C4 FL 24275 (911)480-1600 CERT. OF AVM N9280 -4 aft.. VERTICAL SECTION DETAILS SERIES 770 ALUM. SGD - LM IMPACT adman,* 000-770 Soft NTS an. 18 s 22 PGT0130 Raw B PRODUCT REVISED as complying with the Florida Building Cods Now -NO. 16-0629.06 Expiration oats 02/17/2020 By Miami uct Control A.LYNN MBlER, P.E. P.E.# 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) • INTERIOR. JT, EXTERIOR V EXTERIOR P -HOOK FOR FLAT SILLS (EXT. OR INT. MOUNT) INTERIOR ••• • •• • ••RIOR• • • •• eT. EXTEROR STANDAT1R��D�WITRAGAL #87 • Wire Y cilirD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN • (BOX -00) IDIMAyJ�SO BE INSTALLED • • TOWARD l 1OR (BOX -IN ) • • •••• • • •• • • • •••. •• HEAVY-DUTY ASTRAGAL #68 © WITH HEAVY -DUN STILES #61 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN ) .0, EXTERIOR 90° OUTSIDE CORNER 2 -TRACK SHOWN 4 INTERIOR 90° INSIDE CORNER 2 -TRACK SHOWN INTERIOR 135' 0 0 0 130 N 0, EXTERIOR INTERIOR Aria' 43, EXTERIOR 135' OUTSIDE CORNER 2 -TRACK SHOWN 135° INSIDE CORNER 2 -TRACK SHOWN * ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. Maeda% rower Raw a% JR ea.ar.nc NW/dm eawaa a.daaee% 1070 TUOHNOLOOYORME Pt VENCER 31275 (911)445-1400 CERT: OFAUTN. 629294 • HORIZONTAL SECTION DETAILS, CORNERS 0/r SERIES 770 ALUM. SGD - LM IMPACT 500.770 lair NTS Ne. 19 a 22 M..a1rr PGT0130 B PRODUCT REVISED as complying v2ith the Florida Building Code NOA-No. 16-0629.06 Expiration Data 02/17/2020 By gllam otrol • • • • • • • • • • Item Dwg # PGT# Description 1 17308 617306 2-TR70( HEAD 2 17303 617303 2 -TRACK HEAD WITH SCREEN RAL 3 17309 617309 3 -TRACK HEAD 4 17312 817312 4 -TRACK HEAD 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/.4MB ADD-ON 7 17304 617304 2 -TRACK SLL 8 17301 617301 2 -TRACK SLL Wm1 SCREEN RAL 9 17307 817307 3 -TRACK SLL 10 17310 617310 4-TRAC3(SLL 11 17313 817313 FRAME SLLTRACK INSERT 12 17315 617315 FRAME SLL SCREEN ADD-ON (SEE NOTE 3) 13 17318 817316 FRAME SLL SCREEN END ADO -ON (SEE NOTE 3) 14 17305 617305 2 -TRACK .4049 15 17302 817302 2 -TRACK JAMB WITH SCREEN RAL 18 17308 617308 3-1RACK JAMB 17 17311 617311 4 -TRACK 411.413 6% 17322 817322 SLL RISER -FLAT, FWSH, 1-1/2" 1 a9• 17319• li1j319 SLL RISER -80X, FLUSH, 1-1/2" 20 17321• • 8173111 SLL RISER - FLAT, LOW, 2-1/2" 1 jf 17318 1 6173% SLL RISER -BOX LOW, 2-1/2" 244 17355• 617365 SLL RISER • FLAT, MEI3UM, 3-1/4" 23 17354• • 8173114 SLL RISER -BOX MEDUM, 3-1/4' 24 17323.1.103/3 72897 SLL RISER - FLAT, HIGH, 4' 1 415 17320 a • 611360 SLL RISER -BOX H1GH, 4" aP 17333.1.1173.33 78186X POCKETP-HOOK 27 7070 6%) NEOPRENE 8ULB WSTP FOR P -HOOK 2y81 17334 6 •461,1�334 O_ POLT P -HOOK MOUNT 1 e`i,• 17335• • a 5 P -HOOK COVER 30 17348 617348 POCKETP-HOOK FORBOXRISER 31 173786 • • Cf318 135 CORNER e .72 17376, •: cap 135 FRED MOUNT • ITEMS 4053 ARE SCREEN PARTS: 1!0 4319: a14Ve SCREEN SDE RAL - LOCKSTILE 411 710X14PPSDAX •7LOCKVSK SCREEN LOCKSET 1 87316 41818 SCREEN KEEPER SPACER SET 4? 8152 88152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAL 48 4318 812257 SCREEN BOTTOM RAL 47 668 7SRA2 STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER - ST. Vt. 49 4344 64344 SCREEN ASTRAGAL 50 17349 817349 0)D SCREEN ASTRAGAL ADAPTER 51 1892 61892 SCREEN SPLINE -.165' 52 1894 81694 SCREEN SPLINE -.150' 53 6181600 SCREEN CLOTH 54 1725 1/2' X4" X1/16' SET. BLOCK, NEOPRENE 85 445 55 1728 1'X4' X 1/16' SET. BLOCK, NEOPRENE 85 .15 Item T Dwg PGT#. Description 60 17325 617325 PANEL STLE 61 17328 817326 PANEL STLE WAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 8704248 VINYL BULB WSTP. -THIN (NSDE INTERLOCK") 64 1729 71729 SILL END WEATHERSTRP PAD 85 17328 617328 INTERLOCK SCREW COVE{ 67 17329 617329 ASTRAGAL 88 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 817324 TOP & BOTTOM RAL 70 17350 417350 WEATHERSTRIP EXTENSOR (INJECTOR MOLDED) 71 1895 71695 1-161" X1' X3/4" HIGH FN SEAL OUST PLUGS 72 8153 78153X TANDEM ST. STL. ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 . SLICONE DOW -899, DOW -995 OR GE -7700 75 8185 78185X GEMINI MORTICE 3 -PLY DUAL LOCK WAANG TRIM PLATE 76 71032XIFPFX 41032 X 1' FL SS SCREW W/ TYPE "F" 71P 77 7103239 1032 STEEL RNC U -NUT 79 17357 617357 1' IG BEAD 80 17359 817359 7/16" BEAD / FIXED PANEL CP 81 - 17360 617360 9/16' BEAD 62 1224 67P247K VINYL BULB WEATHERSTRP 83 81745 1745 LOWE NC, 1/2 X 188' SGL SDE ADH. TAPE, POLYETH. 100 8052 48062 ROLLER ADJ. HOLE PLUG 101 72897 JAMB BUMPER 102 1896 71696 OUST PLUG 103 8186 78186X 1" KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FRED PANEL CUP - 8' LONG 106 17352 617352 FOXED PANEL RETAINER - 9118' 107 1739 71739 HANDLE KIT- NTERIDR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT- RECESSED NTERIOR 8011 THUMB TURN 110 1732 76178 HANDLE KIT- RECESSED EXTERIOR PULL 111 710X14PPSDAX #10 X3/4" PH. PN. TEK - S.S. 112 1235 87316 WSTP, .270 X.170 - FN SEAL 113 1712 64066 .187" X 230' FNSEAL 114 1100150404X #10 X 1-1/2" 115 710WPT 410X1" 118 72000X 414-20X1"S.S. 117 720X112X #14.20 X 1-1/2' S.S. 118 17336 617338 90 DEGREE CORNER RECEIVER 119 17337 617337 90 DEGREE OUTS DE CORNER ASTRAGAL 120 17338 8117338 90 DEGREE NSDE CORNER ASTRAGAL 123 17352 817352 FD£D PANEL RETAINER, 7/8' NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS it 33-39, 56-59, 66, 78, 84-99, 121 8122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF 812 OR 813 REQUIRES MIN. #10 SMS OR 3/16' MASONRY ANCHORS @I 2,4' MAX O.C. PRODUCT REVISED om plCoode with the Florida Bundles eco g _NDA -No. 16-0629.06 expiration Date 02/17/2020 By hliam redact Control PARTS LIST SERIES 770 ALUM. SGD - LM IMPACT • • 5.089' 4aj 0.081" 02 -TRACK HEAD (6063-T6 AL) 6.198" 8.582" - 0.080' 0081" - •• • • .fib • • • • •• 1.211" 1 2 -TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) • • • • • 7.105' • • • • • • • • • 1•••. •• •• 2 0.43"•••• •••• • • ••.• 3 -TRACK HEAD (6063-T6 AL) • 9.142' 1.211" U W Vf to 4 -TRACK SILL (6063-T6 AL) .526" - 0.080" 03 -TRACK SILL (6063-T6 AL) • •• • • • • •• 0.081" - . . -tsar 4 -TRACK HEAD (6063-T6 AL) 1.211' t FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN • 6 ADD-ON 12 ADD-ON (6063-T8 AL) (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. REQUIRES MIN. #10 SMS OR 3/16' MASONRY ANCHORS @ 24" MAX. O.C. 6.221" 1.505" 1.505" - 0080" 1.505" O2 -TRACK SILL W/ SCREEN TRACK (6063-T6 AL) 02 -TRACK SILL (6063-T6 AL) FRAME SILL SCREEN 13 END ADD-ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX O.C. 1.36" 0.081' 8.198' 2 -TRACK JAMB W/ 15 SCREEN TRACK (6063-T6 AL) -"-j 1.36" �>5 0.081' 7.105' 03 -TRACK JAMB (6063-T6 AL 1.36" r_ 0.062" 0.081' 5.069" G2 -TRACK JAMB (6063-T6 AL) 136" 0.081' 9.141' 91 04 -TRACK JAMB (606346 AL) 1.872' 1.019' 40 SCREEN STILE (6063-76 AL) -+{ r 1.045" 1.993' 1;1° OSCREEN TOP RAIL (6083-76 AL) 0.062" 1 i 1.993' L OSCREEN O BOTTOM RAIL (6063-T6 AL) I►- 0.875' 0.062" PRODUCT REVISED •• compigne with the Florida Building de NOA-No. 16-0629.06 Expiration Dat. 02/17/2020 MI•a d utt Control ands - Dem Romfame a..els< or. Rod Dar 0ws6Y .6t 10/10114 Pas 1070 TECHNOLOGY DRIVE Nl VieirM FL 31275 (941)460.1600 CERT. OFFALmt /18296 EXTRUSIONS Ter SERIES 770 ALUM. SGD - LM IMPACT 860-770 I NTS not 21 +22 w.n•Ta PGT0130 B • • • • .016' 0.718" 0.062" -j 0.264" ©FRAME SCREW COVER (6063-T6 AL) .155" 0.080" 2.304" SILL 11 TRACK (6063-76 AL) P -HOOK (6063-76 AL) 0.062" 0.796' 28 P -HOOK MOUNTING ADAPTOR (6063-76 AL) 0.752" 0.233" --i 0.062" .i P -HOOK SCREW ,\P-HOOK (6063-76 AL) 2.30' • •• • • • •••• • • • • • • • • • • • • •• • e• •• • • ' •QAi2i"• 1••• • 1.974" 2.44" 135' CORNER (6l3 -T.) • • • • • 3.79' a2 135" FIXED MOUNT (6063-76 AL) O STANDARD STILE (6063-T6 AL) • • 67 (6T lgnikSTRAGAL 1••• • •• • • • 1.003" • • 0.050" .550' 0.757" FIXED PANEL CLIP (6063-T6 AL) 0.709" 0.080' ---II -� FIXED PANEL 106 RETAINER, 9/16" (6063-T6 AL) { 0.080" 1 } jI1 10.709" 0.883 I.- ®FIXED PANEL RETAINER, 7/8" (6063-T6 AL) 0.281" HEAVY DUTY ASTRAGAL (6063-T6 AL) 1.03" 2.893" 1.498" 0.080' fit HEAVY DUTY STILE (6063-T6 AL) i .045' - I-+ - 3.25" --"+ 045" 1-..- 1 .045' G -- Oss TOP/BOTTOM RAIL 7g GLAZING6:',,, 7/16" GLAZING 81 9/16" GLAZING (6063-76 AL) O BEAD (I.G.) BEAD FIXED OBEAD (6063-76 AL) PANEL CUP (6063-T6 AL) (6063-76 AL) . 3 802" "1 1 0.885' 1.163" 0.080" P HOOK FOR BOX RISER (6063-T6 AL) OINTERLOCK ADAPTER (6063-T6 AL) 4" • 2.826' 90" CORNER RECEIVER (6063-T6 AL) 90. OUTSIDE CORNER ASTRAGAL (6063-T6 AL) 90" INSIDE CORNER ASTRAGAL (6063-T6 AL) 1.303" 0.325' 0.062" UINTERLOCK SCREW COVER (8063-T6 AL) PRODUCT REVISED as complying with the Florida Building Coe NOA-No. 16-0629.06 E xpiration Dere 02/17/2020 B y Miami -D ruduct Contloi away Reader •.rq- bows ry .Mt bat as 9r" or" 10110/14 COrial 0"r 1070 TECHNOLOGY ORME N VENICE, FL 34275 19/1}/00.1000 CERT. CCAU1N 129390 lOneWar EXTRUSIONS rr SERIES 770 ALUM. SGD - LM IMPACT SG6770 NTS 22 r 22 u.ro fan PG70130 13 A. LYNN MILLER, P.E. P.E.A 50705 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, includin • the High Velocity Hurricane Zon MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miam idade.eov/economy APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control SSILE IMPACT RATING: Large and Small Missile Impact Resistan LABELING: Each unit shall -1= permanent label with the manufacturer's name or Iogo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words .Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this inti •e NOA sh• 11 be• provided to the user by the manufacturer or its distributors and shall be available for insptctip i t ieiop site at the request of the Building Official. This NOA revises NOA# 15-0519.09 arracinZst df CI 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 Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED • ••• • ••. • •.• •• . • •• • •• •• • • • •• •. •• •• •• • A • . • •• • • • • •• • Y •• • • • • • gala; . IVO w • • • • •• v• • • • ••• • • • ••• 0 • • • • • J • • • • •• •• Expi App NOA No. 16-0714.13 ation Date: December 21, 2021 val Date: September 01, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 G dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXII'M spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 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-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.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 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 24113.2.1, 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) • • 010* • • • • • 00 • • . • • • • •• ... .. • • . •• • ... • .•• • •.. • . . • • • • • • • . • . • . • . • • • • • . • • • • • • • • • • . • • • . • .• • • • • •• • • •• •• • •Er 1 • • • • • • • • • • • . ••• • . • • • • • • • . • • • • •. •• . . • •• •• •.• • • • .•• • • Manuel Per- .E. Product Control E ner NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 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-56 Edition (2014), dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 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. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. ..... . . . .. .. . • • . . . . .. ... .. . .... • ••• • ... • ... .. . • . . • • . • . .. • • .. • • .. .. . . . . • • . . . . • • . • . . . . . • • . . • ..• .. . • . ..• .. ... . . • ... . • Manuel Pe z, Product Control E amin r NOA No. 16- I • .13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA Na. 15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 3. 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) 4. 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) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.09, issued to PGT Industries for their Series "HR -710" Aluminum Horizontal Rolling Window - L.M.I., approved on 07/09/15 and expiring on 12/21/21. •• ••• • • • • • •• • • • • • •. ..• •• • • • •• • •.• • ••• • ••• • • • • • • • 1 • • • • • • • • • • • • • • • • • • • • • •• • • •• • • •• •• • • • • • ••• • • • • •E.3• • • • • • • • • • • • • ••• • • • • • • • • • •• • • • •• •• • 0 • •• •• ••• • • • ••• • • Manuel Pere Product Control Exa NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW LAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. '5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. 8.5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE 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. 7116" 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. 1S/16" LAMIIG: (ITE OF 1/6" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI • • • •CONSISTI {JTES OF 1/8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER • • •• PIM 9/1• 6" LAM IG: • (1) LIE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8' AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE • (IP 1/8" HEIT 47REL THENED GLASS WITH A .090" "PVB" INTERLAYER. • I. 13/16" LAMI I0:1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI • • • •CQIJSISTINfyaF-(yL1hES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" 'PVB" INTERLAYER. • •• J. 13/16" LAMI I0: i1 LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/18" LAMI • • • • pONSISTINQ DF ( L rES 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 CONSIST8S3 11L6ITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. •••• • L. 13116' LAMI IG: (1 LLITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI • • • t ONSISTII % (1) IJTES OF 3/16' HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. • 02• GANGIGURATIONS: OX, XO, XOX • • 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSRIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSWAF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 •ALSIS100-07IS2-2010 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S ANSI/AF&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. "PVB" = .090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. NOA DRAWING MAP SHEET 1 2 GENERAL NOTES GLAZING DETAILS DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED es complying with th• PYOWA Building COdo Accopswico No �� 2) A,.sa1- JR Reel ar Rand- BF Dar liwIstorme 0605/16 G ADDED SPACERS TO SHEET?. B.s� BwWc Pse rt aew dam BY Pit FX 2/2&46 Cawood BY P. J.J. 32346 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 TTN l BEtdel GENERAL NOTES 7 - ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 11~Idslet &Mr 8* Om. eft are trio NTS 1 + 11 4127-10 G C IyJII�' A Mil MILLER P.E. P.E.M 08705 • •• • • • •••• • • • • • • •I • • • • • • • • • • • l/8' ANNEALED OR HEAT S1RB4GTRENEDGLASS ABO PVB INTERLAYER ANI4EALE r OR HEAT STRENGTHENED GLASS 5118' 112" NOM. GLASS BITE 1/2* NOM. GLASS BITE aEXTERIOR INTERIOR* (ALL SECTIONS) • • 66,67,68,69,70,71 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18' LAMINATED 5/113- OR 318• AIR SPACE 1/8" OR 3/18' ANNEALED OR TEMPERED GLASS 13/16' NOM. 13/16" LAMI IG GLASS WI 5/16" LAMI STRUCTURAL POIYISOBUTYLEN WITH DESICCANT EXT. GLASS SILICONE KODISPACE 70 4SG TPS STRUCTURAL SILICONE 114• NOM. FOAM WITH DESICCANT EXT. GLASS NT. GLASS 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/18' ANNEALED OR FEAT STRENGTHENED GLASS 7/18' LAMINATED 7/16 LAMINATED GLASS 1/2" NOM. GLASS BITE Part0 Description Material 75 Kommerling 4S0 TPS Spacer System See thisTOR Mter for Maaterials 76 Quanex Super Spacer nwith Hot Melt Butyl 77 Quanex Duraseal Spacer 78 Cardinal )IL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8988 & 8970 KURARAY BUTACITE° PVB INTERLAYER Or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMNATED 3/16" OR 114" Ant SPACE 1/8' or 3/18' ANNEALED OR TEMPERED GLASS 13118" NOM. 13/16" LAMI IG GLASS W/ 7116" LAMI HOT MELT BUTYL 3/1L, NOM. BUTYL & DESICCANT FOAM EXT. GLASS INT. GLASS 76SUPER SPACER®NXT14 ALUMINUM REINFORCEMENT POLYISO- BUTYLENE SEAL 5/18" NOM. ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS ODURASEAL® SPACER DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL XL EDGE1m ®SPACER INT. GLASS 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 TO REMAIN UNCHANGED. •ad*. JR Dolm 06017/16 ADDED SPACERS. L)anir FC Ook 2/28170 lingitor Carea4al: J.J. ore 3/23/06 1070 TECHNOLOGY DRIVE N. VENICE, FL 34775 P.O. BOX 1529 NOKOMIS, R 34274 Visibly Better GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 11...0..4 NR710 Ful! °ne 2 + 11 4127--10 G PRODUCT REVISED as complying with the Florida Building Code Acceptance No /0' a 4 =� 'r111i0n Den a r711E4 Hy. ILO.i M Mi / ara 4.. Product A. LYNN P.E. P,E858706 TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 38" 38 3/8" 48" 50 5/8 64" 60" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 I -60.0 +60.0 -60.0 +60.0 j -60.0 +60.0 -60.0 +60.0 I -60.0 +60.0:-60.0 96" A,B,G,H +60.0 -60.0 +60.0 ! -60.0 +60.0 j -60.0 +60.0 -60.0 +60.0 j -60.0 +60.0 -60.0 +58.8 ! -58.8 +56.2 ! -56.2 FOR INSTALLATION 106 3/8" A,B,G,H +60.0 -60.0 +60.0 ! -60.0 +60.0 I -60.0 +60.0 -60.0 +60.0 I j -60.0 +60.0 -60.0 +55.2 -55.2 I +52.3 -52.3 IN THE HVHZ ABOVE 30 108" A B,G,H +60.0 -60.0 I +60.0 {-60.0 +60.0 1 60.0 +60.0 -60.0 +60.0 i -60.0 +60.0 -60.0 +54.6 -54.6 I +51.7 ; -51.7FT, L S HALLGLASS HATYPES G - VE A crrrtnl(A ,G,H +60.0 -60.0 +60.0 j -60.0 +60.0 1 -60.0 +60.0 -60.0 5.E +59.5 -59.5 +53.6 j -53.6 �+OIJ.9 -50.§ TEMPERED I.G. GLASS O 111" C,I +60.0 ; -60.0 AND ANCHOR E DP UP 1 .1111" • • • D,E,F, J,K,L +75.0 ; -75.0 G D MAIN QUANTUNCHANGTY ED. •••• • •1 RbY(133,1/3,I/3) FLANGE • OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" TABLE 2. SMALLER) WINDOW GUN WINDOW HEIGHT • %N Ml 4. • • ALL HEIGHTS UP TO 63" • .. TO 86 7(16" A4T,C,• G,N4 • 1 • ' 1 +60.0 1 -60.0 16 86 7,16" D,E '• +75.0 ; -75.0 •••• TABLE3. OXAF1D XO I,LAIOCE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) • VI4dlbw GLASS WINDOW HEIGHT WIDTH TYPE 26" 38" ��3l,J,i' 48" /S ') 54" 60" 83" 60" A,B,G,H +75.0 -75.0 +75.0 1 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 j -75.0 +75.0 -75.0 +75.0 ; -75.0 +75.0 ' -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +74.2 I -74.2 +70.2 ; -70.2 72" A,B,G,H +75.0 -75.0 +75.0 I -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 I -75.0 +75.0 -75.0 +69.6 1 -69.6 +65.2 -65.2 PsRccOOua Vvi1LIS K P 6REvlaids (b,B,G,H +75.0 -75.0 +75.0 -75.0 � . -75-0`j+75.0 ` -75.0 �+7�+75.0 ' -75 -75.0 +68.1 ;-66.1 +63.8 -63.8 uCya °Au'11",gCOe • -D 14.. J UP TO 74" CDEF ,,,, I,J,K, L +75.0 -75.0 i •t` �a•a g/ RY //,/,i,,. ,..e, • GLASS TYPES: TEST REPORT F1L-4858 (100X), FTL-4859 (OX & XO) AND FTL5330 A 16" LAMI - (118" A, .090,1/8" A) G. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) ,.i.; r r B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) H. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) 1. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (118" HS, .090,1/8"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, 3/16"A) K. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) ,.•:- , •. . ; -. _, ,zr,,5 ,_ -_ _ - a• 6 F`1'/4 , . Rawl Dr n� Raft= ••nlo'•• wry PRESSURES ffr..''.-,: ,;, . ,. `, '' - Raul 4 Dor ""rri E 1070 TECHNOLOGY DRIVE N. VENICE, R_ 34275 >r .%'?(.s :: ti +;�•; . f, ), •.-. -' ; ..:..: .Nir 'a' °"` ""`° P.o. 130x 1523 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ' : , J ; i O"ellyr. FJC Aft 2118/00 O"or•p J.J. G! 313/76 NOKOMIS, FL 34274 4jth1Y Be., .""""r MR?t0 loft NTS rt 3 " 11 ""'"�' 4127-10 �" G A LYMI MILLER. P.E. P.EF55705 27 3/6" 27 27 MAX DL0 54 5/16"MAX.OLD FIXED MAX.DL DLO MAX.. DLO 1 VENT VENT FIXED D D B B B B • • • •• • •• 000009 • • •• •• 110"MAX.WIDTH I.F.FRAME I Ir o5 7/16"MAX.WIDTH I.F.FRAME—� • • —� H--86 7/16"MAX.WIDTH FLANGE FRAME • • • •••••• ••111'••••MAX.WIDTH FLANGE F """ • • ETAIL B-XOX(1/4-1 f4) DETAIL C-XOX(1/3-1/3-1/3) • s • • •••• • NOTE: •••••• •••• •••••• • • • 33 9/16'MAX. 33 9/16"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ' '••• • •PLO FIXED C DLO VENT ;.� SEALANT OR GASKET 63'MAX. FLANGE AT HEAD AND SILL A I A FRAME ALL 15 / I / rte" MAX.57 CONFIG., - MMAX, PRODUCT REVISED DLO ALL DLO ALL 17j I.F.FRAME us—plying with the Florida Building Code FIXED / VENTS 62'MAX. epco No LITES I.F.FRAME rerun Dine / O / ALL 3y — CONFIG. 4igq °arp°d'ei I 13 FLANGE FRAME , �.i•1^. C r- 73'MAX.WIDTH I.F.FRAME VIEW D-D 51 74"MAX.WIDTH FLANGE FRAME —{ (FRAME CORNER CONSTRUCTION) AILA-OXORX 6 - ey nre rwar LEVA77ONS 1070 TECHNOLOGY DRIVE N.VENICE.FL 3/275 >� •/, P.o.eox ALUM.HORIZONTAL ROLLER WINDOW,IMPACT 1529 y� wee ore NOKOMIS, 134274 VW*$ � •� •"� .-1- �` A LYNN MG.LER,P.E. FJC Z dJ. g2,dpQ hwto NTS 4 - 11 4127-10 (, aE.xse7os • • • • • .• • • • • • • •••••• •• • r • • • INTERIOR •••• MAX. VENT DLO - �— MAX. FIXED DLO —� • 000000 • • • • •• • • • • HE •PLIINCIt • FRAM • EXTERIOR MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) INTERIOR 32 •• • • • • • •MAX. HIED ••• •ALO • MAX. FIXED DLO MAX. VENT DLO --+- MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR INTERIOR SECTION C -C (VERTICAL SECTION, FLANGE FRAME) 0 /' SILL HEAD (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) Rawl Of firAionw na.aq- oatr •walaa li wanatr NMYac n..nBr Mir CIwAd* ph, FX. 2/28/008 J.J. 323/06 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOLIS, FL 34274 T SECTIONS ea, - ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better F6t710 Hell 5 11 4127-10 G PRODUCT REVISED as complying with the Florida Building Cede Acceptance N0 I talon Data IM 000000 A LYNN Mf.LER. P.E. P.E.1158705 ITEM DWG* REV DESCRIPTION MAIL PGT# 4102 A FLANGE FRAME HEAD 6063-T6AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063-T5 AL 612244 3 #8 X 3/4 PH. 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-T6 AL 64137 8 4131 ROLLER TRACK 6063-T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 .4134 1155 GA§KEF FOR MAINFRAME SILL JOINT i It8 X 30.000 QUAD PN. SMS 74134W /K 781PQA 1. x•17 414110 G• SCREEN ADAPTOR 6063-T5 AL 64110G •4054 k 4066 )MEETINGRAIL • 'W!1!,.187 X .230, FIN SEAL 6063HD-T6 AL 64054A 64066G 4105 •SASiW'OP & BOTTOM RAIL 6063-T5 AL 612240 21 23 • 4683 225-1 x•74• E29 • •L26 6128 �NATR0,250 X .270 BACK, FIN SEAL 616830 11OJ ERHOUSING&WIDE • BRAS, ROLLER WHEELS •IiOWZONTALROLLER SASHTOPWIDE 42112HD BRASS POLYPROP. 7BRWHL2 44128N 34 4006 EP $2,S1111t4EETINGRAIL 6063HS-T6 AL 64006 33• • 1235 • y►S11 1.170 X .270 BACK, FIN SEAL 67S16G '.3S• 36 • SWEEP LATCH DIE-CAST 71096 • 63 W16 *4126 • $X .6!.5 PH. FL. SMS 7858 SASH SIDE RAIL 6063-T5 AL 64126 38 1683 W STP.,250 X .270 BACK, FIN SEAL 616830 39 7070 BULB WEATHERSTRIP .187 X 275 67070K 40 IIT RAIL COVER CAP 74078"C" LORR 41 4139 LF. FRAME HEAD 6063-T6 AL 64139 42 4140 LF. FRAME SILL 6063-T6 AL 64140 43 4141 LF. FRAME IAMB 6063-T6 AL 64141 50 GLAZINGSILICONF, DOW 899,995 OR BQULVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL (LAZING BEAD BULB (THIN) 6TP2A8K 53 4039 B GLAZING BEAD -5/16" 6063-T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16" W/GRILL KIT 6063-T5 AL 644703 55 4222 A GLAZING BEAD -7/16" 6063-T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063-T5 AL 6985 59 4067 GLAZING BEAD -13/16" 6063-T5 AL 64067 60 GLASS, 5/16" LAMI 0/8" A,.090PVB, 1/8" A) 61 5/16" LAMI (V8" A,.090PVB, 1/8" HS) 62 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 7/16" LAM1(3/16" A, .090 PVB, 3/16" HS) 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) Ibrol DrF •"rsK Ifw"f+: Dix rte* D& atiwAe FX. D•" 7/28118 DMJMq JJ. D! 3/23'06 1070 TECHNOLOGY WINE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, R. 34274 ITEM DWGt REVI DESCRIPTION 1 MAT'L I PGI# 66 CLASS, 13/16" LAMI IG -1/8"A (MIN.), 3/8"AIR SPAS, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 67 13/16" LAMI IG -1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 68 " 13/16" LAMI IG -1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"HS, .090PVB, 1/8"HS) 69 " 13/16" LAMI IG3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090PVB, 1/8"A) 70 " 13/16" LAMI IG3/16"A (MIN.), 5/16" AIR SPACE 5/16" LAMI (ll8"A, .090 PVB, 1/8"HS) 71 " 13/16" LAMI IG -3/16"A (MIN.). 5/16" AIR SPACE 5/16" LAMI (1/8"HS, .090 PVB, U8"HS) 72 " 13/16" LAMI IG -1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090PVB, 3/16"A) 73 " 13/16" LAMI IG -1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 74 " 13/16" LAMI IG -1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"HS, .090PVB, 3/16"115) 75 " 13/16" LAMI IG -3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 76 " 13/16" LAMI IG -3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB. 3/16"HS) 77 " 13/16" LAMI IG -3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/1611S, .090 PVB, 3/16"11S) 90 1014 SCBE NFRAME (110R & VLR) 3105-H14 AL 91 1630 SCREEN CORNERKEYW/RIN(B POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 96 SCREEN CLOTH 2.784 .062! 1.988 I.F. FRAME JAMB 84141, 6063-T6 PrT bibly Better 42 PARTS LIST 1•" I.F. FRAME HEAD 84139, 6063-T6 PRODUCT REVISED asBo0dmci mdgYiDgCOde with Ole Fra Dant »44 Acceptance No IW.IO• U oY Mihai 1.. prodrmt . .F. FRAME SILL 84140,6063-T6 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT M0710 AMA NTS 6 + 11 0�4lr 4127-10 a" G A. LYNN MILLER P.E P.E.# 58705 1.373 • •• • • • •••• O • FRAME HEAD • • #4 6063-T6 friut_62 3 "jam I 1.122 2.710 I • • • • • • • • • •• •• •• • • • •• • •• •i••••—r-IF�.os2 • 48 1• • • • ••1.45F �� • •••• O••;S'AtHSTOP • •{d•25, 6063 T5 •••• • •• • • • • • • • • O FLANGE FRAME SILL #4136, 6063-T6 O HORIZ. ROLLER TRACK #4131, 6063-T6 .062 2 1.183 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 1.096-1 - --TTT 54 GLAZING BEAD, 5/16" #40448, 6063-T5 (USED W/ GRILL KIT) .678 79 .062 1.187 "I 1.081 t� 32 SASH MTG. RAIL #4006D, 6063HS-T6 P_L .678 1.096 55 GLAZING BEAD 7/16" #4222A, 6063-T5 FRAME SILL ADAPTER #4137, 6063-T6 Imo -1.403-1 17 FIXED MEETING RAIL #40548, 6063HD-T6 2.126 .062 I+ -1.291 - SASH SIDE RAIL #4126, 6063-T5 x1.513 - I—.040 I .738 i -1.443-- O SASH STOP COVER #4053, 6063-T5 Imo -2.784-- 1 ,.TD _1 062 13 FLANGE FRAME JAMB #4002A, 6063-T6 .050 .678 S L 01.096 53 , GLAZING BEA 5/16" #4039B, 6063-T5 0 .678 .83 .050 [• 1 1.097 0 GLAZING BEAD, 7/16" GLAZING BEAD, 13/16" #985C,6063 T5 59 #4067,6063-75 (USED W/ GRILL KIT) 0.t ~sib= t» Rabb= Rad* are Y. F.K Aft 2/1806 J.J. Orr 1070 TECHNOLOGY DRIVE N. VENICE, FL34275 P.O. BOX 1529 NOKOMIS, FL 34274 T/uibly Batter EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ararma HR710 Half acre 7 w 11 a,rr•� 4127-10 G PRODUCT REVISED as complying with the Florida Building Code Acccptm°e 740 G- Ex. *Moo Data A LYNN MILLER, ER P.E P.E.# 58705 ANCHOR QUANTITIES, XOX 114112-114) WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 1 ANCHOR TYPES: ANCHOR TYPE, 2,3, WOOD 2, CONC 323, WOOD 2, CONC 1. CONC - 1/4' ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) &SUBSTRATE ZONES ZONES ES ZONES ZONES ZONES WINDOW SIZE 1i v H I m im HEAD & SILL 1m 1� E m HEAD & SILL 12 ‘.sr E 10 i HEAD & SILL ' �� m IFOR HEAD & SILL ,z k Ica HEAD & SILL f 1 los HEAD & SILL 2. GLASS TYPES: 5/18" LAMI - (1/8" A,•090, 1/8" A) 5/18" LAM! • (1/8'44.090, 1/8" HS) INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 63.123x38.375 i 1+02+1+02+11 2 1+C2+1+02+1 i 2 1+C2+1+02+11 2 I 1+02+1+C2+11 2 1+02+1+02+1(2 1+C2+1+02+1' 2 C. 5/16" LAM! - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+02+1+C2+1I 3 1+C2+1+C2+11 3 1+C2+1+C2+1 j 3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+1I 3 50.625 1+02+1+02+11 3 1+C2+1+02+11 3 1+C2+1+02+11 3 1 1+02+1+02+11 3 1+C2+1+02+11 3 1+02+1+03+11 3 E. 7/16" LAMI - (3/16" HS,.090,90,13"HSS) G. 13/16" LAMI IG - 1/8" OR 3/18" A (MIN.), 5/18" OR 3/8" SPACE, 5/16" LAMt - (1/8' A,.090, 1/8" A) • • 064.000 1+02+1+C2+111 3 % 1+C2+1+C2+1I 3 1+02+1+C2+11 3 I 1+C2+1+C2+1) 3 1+C2+1+C2+11 3 1+02+1+042+1 3 H. 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 5/18" OR 3/8" SPACE. 5/16" LAM! - (1/8" A,.090, 1/8" HS) • • • • • • 660.000 1+62+1441 3 1+C2+1+C2+1j 3 1+C2+1+02+11 3 1+02+1+C2+11 3 1+C2+1+C2+11 3 1+02+140+1 1 3 I. 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" J. 13/16" LAMI 10 - 1/8" OR 3/16' A (MIN.), 3/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) OR 1/4" SPACE, 7/18" LAMI - (3/16' A,...090,'3/16" A) q.000 1+3 r+C2+E 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+02+11 3 1+C2+1+C2+11 3 1+C3+1+C3+1 3 K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16' HS) 61000x 3.375 1+02+1+C2+k 2 1+0241+C2+11 2 1+C2+1+C2+11 2 1+02+1+02+11 2 1402+1+02+11 2 1+C2+2402+11 2 L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/18" HS,.090, 3/18" HS) • 48.003 1+++:3 1+02+1+02+1t 3 1+C2+1+C2+1( 3 I 1+C2+1+C2+11 3 1+C2+1+02+11 3 1 1+C2+2+C2+11 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING •• •50.625 1+C2.+l+C2.+aj 3 1+C2+1+C2+11 3 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C2+1+C2+1I 3 1+C2+2+C2+11 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. • • • • •x.000 1+p.+1 +i 3 1+C2+1+C2+1 3 1+C2+1+C2+1( 3 1+C2+1+C2+11 3 i 1+C2+1+C2+1 3 1+C2+2+042+11 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. q9.000 1,432:1+2k, 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1402+1+02+11 3 1+C2+1+02+11 3 1+03+2+C3+1 3 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX FROM CORNERS AND 22 1/2" MAX. O.C. • e.000 142.+1+.0/44 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+2+C3+11 3 TABLE KEY: 74.000x 38.375 1+C2+2+C2+11 2 1+C2+1+C2+11 2 1+C2+2+C2+1( 2 1+C2+2+C2+11 2 1+C2+2+C2+11 2 1+C2+2+C2+1 2 X O X • 48.000 • H•' •1 1+C2+C2+1 3 1+C2+1+C2+13 E 1+C2+2+C2+11 3 1+C2+2+02+1 3 - 1+C2+2+C2+1( 3 1++2+02+1 3 02 11+C3+4+C3+11 3 ANCHOR QUANTITY PER JAMB 10.625 • • • 1 3 1+C2+2+C2+11 1+C2+1+C2+1( 3 1 1+C2+2+C2+11 3 1402+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3i 't HEAD AND SILL ANCHOR QUANTITY. • • 54.000 1-124147444S1 3 1+C2+1+C2+11 3 1+C2+2+C2+11 3 + 1+02+2+02+1'• 3 1 1+C2+2+C2+1 ` 3 1 1+C3+2+C3+113 A CLUSTER OF (3) ANCHORS AT EACH MEETING RAIL CENTERED PLUS • 10.000 1401+2+02+113 1 3 1+C2+1+02+11 1+C2+2+C2+113 1+C2+2+C2+11 3 1+C2+2+02+11 3 1+03+2+03+1 3 ANCHOR AT EACH OPERABLE (1) VENT • 3.000 1+C2+2+C2+11 3 1+C2+1+02+13 1 1+C3+2+C3+11 3 1+C3+2+03+1( 3 1+C2+2+C2+1( 3 I 1+03+2+03+1;f 3 1 PLUS (4) ANCHORS AT FIXED SECTION. 84.000x 38.375 I 1+C2+2+C2+11 2 1+C2+2+C2+11 2 1+C2+2+C2+11 2 I 1+C2+2+02+11 2 1+C2+2+C2+11 2 1+C2+3+02+11 2 (12) ANCHORS TOTAL AT HEAD AND SILL 48.000 1+C2+2+C2+1( 3 1+02+2+02+11 3 1+C2+2+02+1 3 1402+2+C2+1(3 1+C2+2+C2+11 3 1+03+3+03+11 3 (3' MIN. O.C. ANCHOR SPACING) 50.625 1+C2+2+C2+11 3 1+02+2+02+11 3 1+02+2+02+11 3 1+C2+2+C2+1( 3 1+C2+2+C2+11 3 1+C3+3+03+11 3 54.000 1+C2+2+C2+11 3 1+C2+2+C2+1I 3 1+C2+2+C2+11 3 1+C2+2+C2+11 1+C2+2+C2+11 3 1+C4+3+C4+1 3 3/4" mai. r 1 1+02+2+C2+113 1+C3+2+C3+11 3 33 1+C3+2+C3+113 1+C4+3+C4+113 i -• -�•� 1-+-3" MIN. 60.000 1+02+2+02+1 3 1+02+2+02+113 1 1 1 11 63.000 1+C2+2+C2+1( 3 1+02+2+C2+11 3 1+C3+2+03+1l 3 1+C3+2+C3+1; 3 1402+2+02+1! 3 1+C4+3+04+11 3 9" RETF. _ X O X 106.375x 38.375 1402+2+02+1(2 1+C2+2+02+112 1+C2+3+02+11 2 1+02+3+02+112 ( 1402+3+02+11 2 I 1+C2+4+C2+11 2 1 �` -� PRODUCT REVISED as complying wi�flrc Florida 48.000 1+C2+3+C2+113 1+C2+2+C2+1; 3 1+03+3+03+113 1+C3+3+C3+113 1+C2+3+C2+11 3 1+C3+4+C3+113 MTG. RAIL,TYP.- Auilccding Cock 911nocecm 16-0 1443 50.625 1+02+3+02+1I3 1+02+2+02+1(3 1+C3+3+C3+1431+03+3+03+1 31+03+3+C3+1131+03+4+C3+1(3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS "'. '4,2)21 54.003 1+C3+3+C3+11 3 1+C2+2+C2+1( 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C3+3+C3+1I 3 1+C4+4+C4+1I 3 (SHOWN IN TABLE KEY ABOVE) 9Y �� ' 5.0.000 1+03+3+03+11 3 1+C2+2+02+11 3 i 1+04+3+04+1f 3 T 1+C4+3+04+11 4 1+03+3+03+11 3 1+C4+4+C4+11 3 NI, s ... P7o0ax , ' 63.003 1+C3+3+C3+1( 3 1+C2+2+C2+1( 3 1+C4+3+C4+11! 3 1+C4+3+C++1! 4 1+C4+3+04+11 3 1+C5+4+06+1(3 1 25 3!4" MAX. 1 x 38.375 1+C2+3+C2+11 2 1+02+2+02+11 2 1+C2+3+C2+1{ 2 1+C2+3+C2+11 3 1+C2+3+C2+11ii 2 1+C2+4+02+1j 2 - I-.-3" IN. P F I t 1 48.000 1+02+3+02+1 3 1+C2+2+C2+1I 3 1+C3+3+03+11 3 1+C3+3+C3+1� 3 i 1+C2+3+02+1.3 1+03+4+03+11 3 9"REF. -I 1111 1 1 1 1 1111 1+C2+3+C2+113 1+C2+2+C2+1:311+C3+3+03+TI i rr 1+C3+3+C3+11 3 1+C3+3+C3+113 1+03+4+C3+1I3 T X_ X _ 54.000 1+03+3+03+1(3 1+C2+2+02+1I 3 1+03+3+03+11 3 1+03+3+03+11 3 I 1+0+3+03+11 3 1+04+4+04+11 3 ,- 60.000 1+C3+3+C3+11 3 1+C2+2+02+1(3 1+04+3+04+13 1+C4+3+C4+11 4 1+C3+3+C3+11 3 1+04+4+04+11 3 MTG. RAIL, TYP.- -- 6 1+C3+3+C3+11 3 1+C2+2+C2+111 i+04+3+c4+ILA 1+04+3+C4+1( 4 1+04+3+C4+11 3 1+06µ+O+11 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS )11 .� A.R., A..ft•r amaellaw C. '`; !Wader Oft •ntlaF 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, XOX (1/4-1/2-1/4) . N. VENICE. FL 34275 Road* Dela Roy klannr- P.0. BOX 1529 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Awe* F.JC 1:111Kf�xq: 2/2N08 J.J. DarNOKOMIS, 323018 I FL 34214 1/ { +9710 NTS 8 M 11 Mae ft ,4127--10 G A LYNN MILLER P.E P.E.# 58705 ANCHOR QUANTITIES, XOX (113-113-113) WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E•F,LJ,K, L ANCHOR TYPE) 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: 8 SUBSTRATE 1:01,E3 ZONES ZONES ZONES ZONES ZONES 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) !w i'0 iu, !q 10 w 2. GLASS TYPES: WINDOW SDE Y11 v F�'+ HEAD & SILL 12 HEAD & SILL IR HEAD & SILL 11 '+ HEAD & SILL 11 ;-, HEAD & SILL 1 HEAD 8 SEL 2 A 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090,1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A 48,000 x 38.375 1+C2+1+C2+1! 2 1+C2+1+C2+11 2 1+C2+1+C2+1I 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+02+1 2 C. 5/16" LAMI - (1/8' HS,.090,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 48.000 1+02+1+C2+11 3 1+C2+1+C2+1! 3 1+C2+1+C2+1I 3 1+ 02+1+C2+11 3 02 1+02+1++1! 3 1+C2+1+C2+1 3 D. 7/16" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.625 1+C2+1+C2+1! 3 1+C2+1+C2+1I 3 1+C2+1+C2+1I 3 1+C2+1+C2+1! 3 ! 1+C2+1+C2+11 3 1+C2+1+C2+11 3 E. 7/16" LAMI - (3/16" A,.090, 3/18' HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 54.000 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+02+1; 3 1+C2+1+C2+1I 3 1+C2+1+C2+1! 3 1+02+1+C2+1( 3 G. 13/16" LAMI 10 -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8' SPACE, 5/16" LAMI - (1/8" A,.090, 1/8' A) • • �' 000 1+C2+1+C2+113 1+02+1+C2+11 3 1+C2+1+C2+1! 3 1+C2+1+C2+1I 3 1+C2+1+02+11I 3 1+C2+1+C2+11 3 H. 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 5/16' OR 3/8" SPACE, 5/16" LAMI • • 631000 1+C2+1+C2+11 3 1+C2+1+02+11 3 1+C2+1+C2+113 1+C2µ1+C2+11 3 1+C2+1+C2+11 3 1+03+1+C3+1I 3 13/16" LAMI IG - 1/8" OR 3/16' A (MIN.), - (1/8" HS,.090, 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, 3/16" A) 53121; 1+4+14441.2 1+C2+1+C2+1! 2 1+C2+1+C2+1! 2 1+02+1+C2+11 2 1+C2+1+02+1! 2 1+C2+1+C2+112 K. 13/16" LAMI IG - 1/8' OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) • • • • 113:330 1+C24"I+C2+115 1+C2+1+62+1! 3 1+C2+1+C2+1i 3 1+02+1+C2+1I 3 1+C2+1+C2+1} 3 1+C2+1+C2+1) 3 L 13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16' LAMI - (3/16" HS,.090, 3/16" HS) • 501625 1+CS+1+C2+113 1+02+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 f 1+C2+1+C2+11 3 1+02+1+02+113 1 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING • 54,000 1+CC+44,1�,ri 1+C2+1+C2+1I 3 ! 1+C2+1+C2+1j 3 1+02+1+02+1 i 3 1+C2+1+C2+11 3 1+C2+1+C2 1I 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 80.000 ••• 1+02+1+02+1. 3 1+C2+1+C2+1 13 1+02+1+02+11 3 1+C2+1+C2+11 3 1+02+1+02411 3 1+C3+1+C3+1 13 • • 634000 1+C8+1+�+1 3 1+C2+1+02+11 3 1+02+1+C2+11 3 1+02+1+02+11 3 1+02+1402+11 3 1+C3+1+C3+1I 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 601001 X8.375 1+C+-2 2 1+02+1+02+11 C2 1++1+C2+11 2 1+02+1+02+1 2 1+02+1+02+1 / 2 ! 1+C2+1+C2+11 2 I 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 467000 1+02#40!#t3 1+02+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+02+1402+1! 3 1+02+1+02+1! 3 i TABLE KEY: • 501625 • 1+C2+/iCQiO; 3 1+C2+1+02+1E 3 1+02+1+C2+11 3 1+0241+C2+11 3 I 1402+1+C2+11 3 1402+1+02+1! 3 X 0 X • 54.000 1+Ca+jt(i+43 1+02+1+02+11 3 1+02+1+02+11 3 1+C2+1+C2+113 1+02+1402+11 3 1+03+1+03+11 3 I1+03+1+03+11 3 1 --ANCHOR QUANTITY PER JAMB 60.000 1+022 ♦140!2+1) 1+02+1+02+11 3 1+02+1+02+1 3 1+C2+1+C2+113 1+02+1+02+1 3 1+C3+1+C3+11 3 •••• 3 1+C2+1+02+1' 3 1+02+1+C2+1 3 1+03+1+03+113 1+C2+1+C2+1 3 1+C3+1+C3+11 9 HEAD AND SILL ANCHOR QUANTITIES • 63030 667080111375 1+C2+1+(Z+1i 1 1+C +1tG�a1`2 I 1+C2+1+C2+1I 2 1+•02+1+02+11 2 1+C2+1+C2+1I 2 j 1+C2+1+C2+1+ 2 1+02+1+02+1) 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 49000 1+C24I+C2+1F3 1+0241+02+11 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+11 3 1+02+1+02+1; 3 ANCHOR AT EACH OPERABLE VENT • 50625 1+C2+1+C2+11 3 1+C2+1+C2+1I 3 140241+02+11 3 1+02+1+C2+1 i 3 1+C2+1+C2+1 3 1+03+1+03+11 3 PLUS (1) ANCHORS AT FIXED SECTION. 54.000 1+C2+1+C2+11 3 1+02+1+02+11 3 1+02+1+C2+11 3 1+02+1+C2+11: 3 1+02+1+02+1! 3 1+03+1+C3+1I 3 (9) ANCHORS TOTAL AT HEAD AND SILL 60.000 1+C2+1+02+11 3 1+02+1+02+11 3 1+C2+1+C2+13 3 1+C3+1+C3+113 J 1+C2+1+02+1 3 1+C3+1+03+113 ' (3" MIN. O.C. ANCHOR SPACING) 83.000 1+02+1+02+11 3 1+C2+1+C2+11 3 1+03+1+C3+11 3 1+03+1+03+113 1+02+1+02+11 3 1+0+1+03+11 3 2 1+02+1+02+11 2 1+02+1+C2+11 2 2 1+C2+1+C2+11225 74.000 x 38.375 14.02+1+02+11 1+02+1+02+11 2 1+C2+1+C2+1! r 3/4" MAX. I 48.000 1+02+1+C2+11 3 1+C2+1+C2+11 3 1+02+1+02+14 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+1+C3 1I 3 -3" MIN 50.625 1+02+1+C2+11 3 1+02+1+02+11 3 1+02+1+02+1! 3 1+C2+1+C2+11 3 1+C2+1+C2+1': 3 1+C3+1+C3+1I 3 I 111 1 1 1 1-- 54.000 1+0241+C2+11 3 1402+1+02+1 3 1+02+1+02+11 3 1+02+1+C2+11 3 1+C2+1+C2+1' 3 1+C3+1+C3+1i; 3 9" REF. _ X O X 60.000 1+02+1+C2+11 3 1µC2+1+C2+1. 3 1+03+1+0+11 3 1+03+1+03+11 3 1+C2+1µ02+1.! 3 I 1+0+1+03+113 -� PRODUCT REVISEDas c°mptyieg with the Florida 63.000 1+02+1+C2+113 1+C2+1+02+11 3 1+C3+1+C3+11 3 1+C3+1+C3+11 3 1+C2+1+02+11 3 1+C3+1+03+12 3 MTG. RAIL, TYP.- Building Code I6v 04.000x 38.375 1+02+1+02+1 2 1+C2+1+02+11 2 1+02+1+02+1!2 1+C2+1+C2+1! 3 I 1+C2+1+C2+11 2 1+02+1+02+11 2 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Accep/aae No > x, ,46M D.r..T" 1 t 48.000 1+02+1+02+11 3 1+C2+1+02+11; 3 1+02+1+02+11 3 1+02+1+02+11 3 1+C2+1+02+1! 3 1+0+1+03+11 3 , le ' 50.825 I•1(SHOWN 1+02+1+C2+11 3 1+C2+1+02+1 3 1+02+1+02+11 3 1+02+1+C2+11 3 1+C2+1+02+1i 3 1+03+1+03+11 3 IN TABLE KEY ABOVE). By Miemi • • •- Ihodea 54.000 1+02+1+02+11 3 1+02+1+02+11 3 1+03+1+03+11 3 1+03+1+03+1 3 1+02+1+02+11 3 1+C3+1+C3+113 60.000 1+02+1+C2+113 1+02+1+02+11 3 1+03+1+03+11 3 1+C3+1+03+11 4 1+03+1+C3+1I 3 1+C3+1+C3+1µ 3 I 253/4' MAX. 63.000 1+C3+1+C3+11 3 1+02+1+02+1I 3 1+C3+1+C3+11 3 1+03+1+03+11 4 1+03+1+03+11 3 1+C4+1+C4+1i 4 I+ C — �--1 1f2'TYP If3" MIN. 2 �•— I31-�'I 86.437x 38.375 1+02+1+C2+11 2 1+02+1+02+11 2 1+02+1402+11 2 1+02+1+C2+11 3 1+C2+1+C2+1I 2 1402+1+02+1 1 5141 1 _ •. ,• ,. 48.000 1+02+1+C2+11 3 1+C2+1+C2+1I 3 1+02+1+02+11 3 1+02+1+C2+11 3 1+C2+1+02+1! 3 1403+1+03+14 3 9" REF. X 0 X .. 50.625 1+0241+C2+11 3 1+C2+1+C2+11 3 1+0241+02+11 3 1+02+1+C2+1� 3 1+02+1+02+1I 3 1+C3+1+03+11 3 -' _ ,;;,.;�. 54.000 1+02+1+02+113 1+02+1+02+1 3 1+03+1+03+1) 3 1+03+1+C3+113 1+C2+1+02+113 1+C3+1+03+113 - 60.000 1+02+1+C2+1I 3 1+C2+1+02+1 3 1+03+1+C3+11 3 1+03+1+03+11 4 1+03+1+03+11 3 1+C4+1+04+114 MTG. RAIL, TYP.- _ : . ()11 b ', 63.000 1+03+1+C3+1j 3 1+C2+1+02+11 3 1+03+1+03+1) 3 1403+1+C3+114 1+C3+1+03+13_1+C4+1+C4+1�4_ EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS : .....K .. I.,... °...,.. :: ";. `..: � Rowel* Dew w,raw 070 TECHNOLOGY DRIVE ANCHORAGE SPACING, XOX (1/3-1/3-1/3) ; - . •!l N. VENICE. FL 34275 �- � ' '' ilmdlpr Mix P.O. BOX 1529 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT .' I , ! . Omar FIC Pre yjM a.+ srx J,/.323/06 1:10ed I NOKOMIS. FL 34274 V¢sibly Batter� ' M1710 . I NTS are 9 w 11 °""" 4127-10 G A LYNN MILLER, P.E. P.E.158705 ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H�r GLASS TYPES C,D,E,F,I,J,K, L 1. ANCHOR TYPES: ANCHOR TYPE 2,3. WOOD 2, CONC 6 43055/ 2,3, WOOD 2, CONC 1, CONC a 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V r .6 ' 0 to .6 m 0a � 1 = y .6 m Q I ' 0 -i 1 m t/� 1 .6 1 ' Q0Q 1 mg W t'i5 Q _ .6 • QQ -, ul to _ .6 2 Q • 2.GLASS TYPES: 5/16" LAMI - (1/8' A,.090. 1/8" A) 5/16" LAMI - (1/8" A,.090.1/8" HS) C. 5/18" LAMI - (1/8" HS,.090, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 37.000 x 38.375 1+02+1 2 1+432+1 2 1+02+1 2 1+432+1 ' 2 1+C2+11 2 1+432+1 2 D. 7/16' LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1 3 1+02+1 3 1+C2+11 3 t 1+C2+1 3 1+02+11 3 1+432+1 3 E. 7116" LAMI - (3/16' A,.090, 3116' HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16' HS) • • • 50.625 1+C2+1 3 1+02+1 3 1+432+1 3 1+02+11 3 1+C2+11 3 1+02+1 3 G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 11. 3/8" SPACE, 5116" LAMI - (1/8' A..090, 1/8" A) S) ••• 464.000 • • 1+02+1 3 1+432+1 3 1+432+1 ! 3 1+02+11 3 1+C2+1 j 3 1+C2+1 3 13/16' LAMI IG -118" OR 3/16' A (MIN.). 5/16" OR 3/8" SPACE, 5/16' LAMI - (1/8" S,.090, 1/8HHS) • •60.000 -} i1+`G+1. 3 1+432+1 3 1+433+1 3 I 1+432+1; 3 1+432+1 3 1+433+1 3 J. 13/16" LAMI IG - 1/8" OR 3/18' A (MIN.). 3/16" OR K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7116' LAMI - (3/18" A„090, 3116" A) 1/4' SPACE, 7/16' LAMI - 3/16" A,.090, 3/16" HS) 63.000 1+432+1. 3 1+C2+1 3 1+03+11 3 1+432+1 3 1+C2+11 3 1+C3+1 3 L. 13/16" LAMI IG - 1/8" OR 3/18" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI (3/16" HS,.090, 3/16" HS) 4.000 x-38.375 .1+c2+1 2 1+02+1 2 1+C2+11 2 1+432+1 2 1+432+1 2 1+432+1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING • 48.000 'f+0. +� • 3 1+C2+1 3 1+C2+11 3 1+02+1 3 1+432+1; 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. • • • • • .550.625 prICel • 3 1+C2+1 3 1+433+1; 3 1+02+11 3 1+C2+11 3 1+433+1 3 HEAD 8 SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. • • • 54.000 '14I. 3 1+432+1 3 1+03+11 3 1+C2+11 3 1+02+11 3 1+03+1 3 183/4" MAX. FROM CORNERS. •60.000 i14€341 3 1+C2+1 3 1+C3+11 3 1+433+1 I 3 1+C2+11 3 1+C3+1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. • 063.000 11+434111 3 1+C2+1 3 1+C3+11 3 1+433+1 13 1+02+11 3 1+433+1 3 TABLE KEY: O X 53.1125 x 38.375 .C>i41. 'M 2 1+432+1 2 1+432+11 2 1+C2+11 2 1+02+11 2 1+C2+1 2 12+C3+2 1 3 H---ANCHOR QUANTITY PER JAMB • • • • 48.000 •Akil1.1. 3 1+432+1 3 1+03+11 3 1+432+11 3 1+C2+11 3 1+03+1 3 • •50.625 3 1+02+1 3 1+C3+11 3 1+C2+1 13 1+432+11 3 1+C3+1 3 f HEAD AND SILL ANCHOR QUANTITIES • • • . .1+C2-b1 I i A CLUSTER OF (3) ANCHORS .54.000 •1,++3+1: 3 1+02+1 3 1+C3+1 3 1+433+11 3 1+432+11 3 1+C3+1 3 CENTERED ON THE MEETING RAIL . .60.000 1+03+1 4 1+432+1 3 1+C3+11 3 1+C3+11 4 1+02+11 3 1+C3+1 3 PLUS (2) ANCHORS FIXE63.000 AT OPERABLE 1+03+1 4 1+03+1 3 1+04+11 3 1+433+11 4 I ' 3 1+C3+1 1 1++1 434 3 VENT AND TOTAL ANCHORS TND N) AT HEAD ANSILL. 60.000x 38.375 1+02+1 3 1+02+1 2 2+02+2 2 1+02+11 3 1+02+11 2 2+02+2 2 48.000 1+02+1 3 1+02+1 3 2+03+2; 3 1+02+1; 3 1+C2+11 3 2+433+2 3 (3" MIN. 0.C. ANCHOR SPACING) 50.625 1+433+1 3 1+432+1 3 2+433+2 3 1+03+11" 3 1+02+11 3 2+433+2 3 54.000 1+433+1 4 1+432+1 3 2+03+21 3 1+433+1 I 4 1+02+11 3 2+433+2 3 18 3/4" MAX. ---I I---3" MIN. 60.000 1+03+1 4 1+03+1 3 2+04+21 4 1+433+11 4 1+03+11 3 2+04+2 4 .L 9^RETTF. 63.000 1+433+1 4 1+C3+1 3 2+04+21 4 1+03+11L 4 1+433+11 3 2+04+2 4 } �I Q PRODUCT REVISED 66.000x 38.375 2+02+2 3 1+C2+1 2 2+432+2 3 2+432+21 3 1+432+11 2 2+432+2 3 1 as complying with the Florida 48,000 2+432+2 4 1+432+1 3 2+03+2 3 2+432+21 4 1+(2+1 1 3 2+433+2 3 MTG. RAIL Bonding eocNO I(o"O 50.625 2+03+2 4 1+02+1 3 2+03+21 3 2+03+21 4 1+02+1; 3 2+433+2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ^'cation Date ' 4 g21 54.000 2+03+2 4 1+02+1 3 2+03+2i 4 2+433+21 4 1+02+11 3 2+433+2 4 (SHOWN IN TABLE KEY ABOVE) 9y J. ‘,/• if ' M;... 60.000 2+03+2 4 1+433+1 3 2+04+21 4 2+433+21 4 1+03+11 3 2+434+2 4 63.000 1+03+1 4 1+433+1 3 2+04+21 4 2+433+2! 1++11 3 03 2+04+2 4 183!4" MAX. 1 1 12" 4 8.37 744 2+02+2 3 2+432+2 2�f+`C2+2� 2+432+21 3 2+432+21 2 2+432+2 3 1-.--3" MIN. . 48.000 2+433+2 4 2+432+2 3 2+03+21 4 2+433+2! 4 2+02+2 3 2+433+2 4 50.6 2+433+2 4 2+432+2 33+2"; 2+433+2 I 4 2+432+21 3 2+433+2 4 r r - 54.000 2+433+2 4 2+03+2 3 2+04+21 4 2+433+21 4 2+433+2' 3 2+04+2 4 T RAIL = .�.7,.,.: 60.000 2+433+2 4 1+03+1 3 2+04+21 4 2+433+21 5 2+C3+21 3 2+04+2 4 MTG. - 4-71r 63.000 2+03+2 4 1+C3+1 3 2+04+2; 4 2+434+2 5 2+03+21 4 2+04+2 5 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS - . , ; MOW: Omit fiwabst alesouss `�': IYrd6F CO* ,i„r,s 1070 DRIVE ANCHORAGE SPACING, OX AND XO WINDOWS A �•, �' i N. VENICE, FL 34276 VENICE, FL 3 T .,1 '. Rood* aro a.,rl.r P.O. BOX 1629 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ,, +•.` rw'wt awr ..,e °m~� A LYNN MILLER P.E ()mai()mail,: �n FJC Mk 2/2806 cwy� , J.J. Oft 323106 NOKOMIS. FL 34274 Visit* HR710 NTS 10 + 11 4127-10 G P.E.558706 MIN. 3.4 KSI r CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4" MIN. E.D. TYP. 1' MIN. EDGE NOTE 1 1/4" MAX. SHIM CONCRETE ANCHOR, • •rOTE1 • • • • •••14 ••• • SHIM • • • • • • • •• • • • WOAD ANCHOR, MOTE 2 • • DETAIL A WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 1 3/8' MIN. DETAIL B LANGE FRAME HEAD SECTIONS 114" MAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4' ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4' SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4'. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". Ix 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. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM 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. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 1 1/4" MIN. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) CONCRETE ANCHOR, NOTE 1 MIN. E.D (HF:& SILL DE 13/4" EXTERIOR INTERIOR TYP. 4 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR 2x WOOE BUCK, NOTE 3 • • • DETAIL E CONCRETE ANCHOR, NOTE 1 TYPICAL FLANGE FRAME JAMB SECTIONS WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM 13/4" MIN. MIN. 3.4 KSI^ ' I E.D. TYP. CONCRETE (17/FLANGE FRAME SILL SECTIONS 2x WOOD BUCK, NOTE 3 3/8' MIN. 1' MIN• 6bGE DETAIL D J7 SEE NAILING 2-1/2" MIN. EMBEDMENT DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. SEE NAILING " MIN. EDGE 2-1/2" MIN. EMBED 2-1/2" MIN. 5/8" MIN. EDGE 5/8" MIN. SEE NAILING DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS Mee ReebrIc the Ar,ibc ear Rallakonv tta.eax FX h,r 2/28/08 J.J. 3/23406 1070 TECHNOLOGY DRIVE N. VENICE, FL34275 P.O. BOX 1528 NOKOMIS, FL 34274 Visibly Better ANCHORAGE DETAILS rak ALUM. HORIZONTAL ROLLER WINDOW, IMPACT FbaY! HR710 arde Heil Mee 11 - 11 ()way. 4127-10 G PRODUCT REVISED as complying with the Florida Building Code Acceptance No Iler' o 14.13 Expiration Dees •Tani 12021 A. LYNN MILLER P.E. P.E# 58705 Florida Building Code Online Busines Professional ReguiaUUonl &CIS Home Laapx ef(Kiertly pe9d1ate lehry Log in 1 J https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX User RegIstratbn Hot Toplts Submit Surcharge Stets & Facts Publlcatbns MC Staff XIS Ste Map Product Approval USER: Public User Product Aooroval Menu > product or Aootcatbn Search > AblibralFn 1!51 > AppYotion Detall ,te._...i FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method L10537 -R2 Revision 2014 Approv-• Therma-Ttu Corporation 118 Industrial Drive Edgerton, 011 43517 (419) 298-1740 rtckw©rwbidgconsuitants. com Rick Wright rickwOrwbldgconsultants.com Exterior Doors Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independency • es Unica Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, P.E. Validation Checklist - Hardcopy Received • •FL1Q 37 R2 COI CERTIFICATE OF INDEPENDENCE.pdf • • • Referenced Standard and tor (Li' tandard; •• •.• •• • • ••• • ••• •• • • • • • • • •• •• • •• •• •• • • • •• • • •• •• • • • ••• • • • • • • • • • • • • ••• • • • . • • • •• •• • • ••• • • • 1 of 3 ••• • • • ASTM D1929 ASTM D2843 •R%TM'RQ35 • :AVM P•1300 MISTM Ott ASTM G26 TAS 201, 202, 203 ••• • • • • • • • • • • • • • •• •• ••• • • Year 1996 1999 2003 1998 2000 1995 1994 7/26/2016 11:51 Al rlorlda Building Code Online haps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX Equivalence of Product Standards Certified By Sections from the Code Florida Licensed Professional Engineer or Architect FL10537 R2 Eauiv OF STANDARDS.pdf Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 01/28/2015 02/02/2015 02/04/2015 04/15/2015 FL- ;Model, Number or Name Description ' a. "Fiberclassic", "SmoothStar", 1 "ClassicCraft" or "ClassicCraft I Rustic" -{1 6'8 "Impact" Opaque Fiberglass Single Door - (X) Inswing orl Outswing Configuration j Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL10537 R2 II Inst 10537.1.pdf Approved for use out jde HVHZz Y.e., Verified By: Lyndon F. Schmidt, Design Pressure: N/A Other. See INST 10537.1 for Design Pressure Ratings by P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R2 AE Eval 10537.1 pdf specific Model and for any other additional use limitations and installation Instructions. Created by Independent Third Party: Yes 10537.2 I b. "FlberClassic", "SmoothStar", "ClassIcCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite - (OX or XO) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Installation Instructions I FL10537 R2 II Inst 10537.2.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.2 for Design Pressure Ratings by Verified By: Lyndon F Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R2 AE Eval 1Q537.2,14f specific Model and for any other additional use limitations and installation Instructions. (Note - ASTM E1300-98 utilized i for areas inside the HVHZ) Created by Independent Third Party: Yes 10537.3 i c. "FiberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Single Door with Sldelites - (OXO) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL10537 R2 II Inst 10537.3.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: WA Other: See INST 10537.3 for Design Pressure Ratings by Verified By: Lyndon R Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports X10537 R2 AE Eval 10537.3.odf specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized ,for areas inside the HVHZ) Created by Independent Third Party: Yes ___ • • . - • •-•-; 10537.4 i w . "Flbert1iasslcs, "Smpo • S i 6'8 "Impact" Opaque Fiberglass Double Door - (XX) Inswing 1 r;lassic aft: or "dlassi • i or Outswing Configuration Rlti" • • • • . • • • 1 I•i ••• •• • • • 4141 1 Limits of Use 1 Installation Instructions Approved for use In HVHZ: Yes_ Approved for use outs idsPHVHZ: Ys9 • • : • • • • • ;{'Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistants Vis • . . . • • • • Created by Independent Third Party: Yes Design Pressure: N/A• : ; • • • • • : • • : : i Evaluation Reports Other: See INST 10532.4 for•Design Pressure Ratingsby 'l FL1053 R2 AE Eval 10537.4.pdf specific Model and for any other additional use limitations ' Created by Independent Third Party: Yes and installation Instructions. ... • -. -s--. •-•-•-• -+ __ -• . • • • • • . 4100 • • • • • . • • • • • • • • .• •• • • • •• •• 4100 . • • ••• • • of 3 7/26/2016 11:51 AM Florida Building Code Online hUps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX 10537.5 I e. "FlberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites -(0XXO) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.5 for Design Pressure Ratings by speclflc Model and for any other additional use limitations and Installation instructions. (Note - ASTM E1300-98 utilized for areas Inside the HVHZ) Installation Instructions FL10537 R2 11 Inst 10537.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R2 AE Evai10537.5.pdf Created by Independent Third Party: Yes I Nixt Contact Ug :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida b an AA/EEO empbyer. Coovrbht 2007-2013 State of Fbrlde, :: gbacv Statement :: Acr essblty Statement •: geftEldltstement Under Florida low, emal addresses are pubk records. If you do not want your e -mai address released In response to a public -recoils request, do not send ekctronk mal to this entity. Instead, contact the offke by phone or by traditional mai. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Fbrlda Statutes, effective October 1, 2012, kensees licensed under Chapter 455, F.S. must provide the Department with an emal address r they have one. The emalb provided may be used for official communication wth the licensee. However email addresses ere pubic record. f you do not wish to supply a personal address, please provide the Department with an emai address whet can be made available to the public. Tb determine if you are a licensee under Chapter 455, F.5., please click here . Product Approval Accepts: L�"� 'J ciao Q Credit Card Safe t,,-(:4. riL1:\iI4I'f<I(�,S •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • •• • • •• •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • of 3 7/26/2016 11:51 AM THERMA TRU THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERroN, OH 43517 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING / OUTSWING "IMPACT"• CAMERAL N&E . •' . • • ••••mss--- e . • . 'producrhar • aluated and is in Comp with the 5th Edition (2014) Florida Building Code (FSC) ••••h* ebc" Hurricane Zone" (HVHZ). •'1..11r9duct metre AO be as Istegionclopaced as shown on details. Anchor embedment to base material shall be be} inrlw2lOressingerslueco. • • • .• 6• *When used in the .NVHIZ' this prariseti ompies with Section 1626 of the Florida Building Code and does not • require an frfAlfeLstant rrotigripg,.' 4. ween used in areas outside oftwrANI" requiring wind bome debris protection this product complies with • • • • Nettion 16091 defthe FBC astttdbestnet require an impact resistant covering. This product meets missile ' • level TY antlJnaidel Wind Zone 4 gsiieined in ASTM E1996 and Section 1609.12.2 of the FSC. • • • • ' S • 2x sled trarsipp opnshuclior4 onchoiing of these units shall be the same as that shown for 2x buck masonry coritiructioli• 6. Me conc8tlons that deviate from the details of this drawing require further engineering arwysis by a licensed engineer or registered added. 7. Oulswing durations using coastd sill item 84 meet water irstitration requirements for 'Min & !raving contiguatiorts and outswkg configurations using threshold item 55 do not meet the water inNfration requirements for the 1HVH r and shd be keeled onIy in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang rasa is less than 45 degrees. TAKE OFCOMMIS mart! •ESCRrDOW 1 'Noted devotions. design possums a general notes 2 Doc( panel detais (Smooth star) 9 Door panel details (Classic Craft) 4 Door panel detain (Classic Croft Rustic) 5 Door panel details (Fber Classic) 6 ttosftorstddoss secIIoss 7 Vertical =SS secRons 8 Buds and torte 2X buck masonry comfiucdon 9 Frame anchoring - IX buck masonry cansfluctlon 10 811 d materials a components 715' MAX. OVERALL FRAME WIDiH 35.93 -MAX. �PAHLLtMD1H � l:.1*: 'Y:. .Mf , :-.: -�-b. T. S. - 4 �1 .'.. ,._•1..'�_ 'F;OVERAik - S . :,# ,��• Iiia-. SMOOTH STAR INSWING 37.75" x 82.25" +75.0 -75.0 owrswiNG 37.75" x 00.75 +80.0 -80.0 INSWING 37.75'x82.28' +100.0 -100.0 CRAM. ours 75' +100. x0.0 CLASSIC CRAFT RUSTIC INSWING 37.75' x 82.25" +90.0 -90.0 =UiSWING 37.76 x x.75" +90.0 -90.0 FMER CLASSIC INSWING 37.75" x 82.25' +75.0 -75.0 OUISWING 37.75 x 00.75" +80.0 -80.0 Tin 3 one 2/24/09 .ME N.T.S. ow BY AL arc er: LFS aRNrre raw FL -10537.1 0 3 3 oro 0 . • . • • • • • EXTERIOR INTERIOR E.D HORIZONTAL CROSS • 4... b .I.•••• • •• Note woowrncoMWO (SG >•43.42) 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0000 00000 0000000 00000000 0000000 00000000 DETAIL AA Panel reinforcement 00 ) OE 2&86% AREA MAX. 4.10' 1 WCICRUE I ft 1 IS s EXTERIOR INTERIOR ai VEVICAL COSS aC 0 Z DATE 2/24/09 SOLE N.T.S. ors, Olt AL enc ert LFS .•atlp Ne.: FL -10537.1 SW c 1Q. 0 Sao. R.w. /YIwPNa CONN • • • rmm.4 CORNERS OF PANG mom WOODRVLC0I ONENIS: OAK CAP. PRE (ARE (SO 0.21 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0000 00000 0000000 00000000 0000000 00000000 DEWL Atli Panel rekitacement 0 0 28.86% OPEN AREA MAX. EXTERIOR INTERIOR WOW .././ S 2 i 1 1 it I ) )% - / • ',, T ()HORIZONTAL s '1ptltltt� CROSS SECTION r-7 OLOCK Sint r-1.49'-1 II J ® Kaman EXTERIOR INTERIOR C)varitcat CROSS SECTION 2 Yf N O z oae 2/24/09 sate N.T.S. ORG. e►. AL as er. LFS OP/M10 rn FL—t0537.1 snit °Fla 0 1r fr rmm.4 CORNERS OF PANG mom WOODRVLC0I ONENIS: OAK CAP. PRE (ARE (SO 0.21 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0000 00000 0000000 00000000 0000000 00000000 DEWL Atli Panel rekitacement 0 0 28.86% OPEN AREA MAX. EXTERIOR INTERIOR WOW .././ S 2 i 1 1 it I ) )% - / • ',, T ()HORIZONTAL s '1ptltltt� CROSS SECTION r-7 OLOCK Sint r-1.49'-1 II J ® Kaman EXTERIOR INTERIOR C)varitcat CROSS SECTION 2 Yf N O z oae 2/24/09 sate N.T.S. ORG. e►. AL as er. LFS OP/M10 rn FL—t0537.1 snit °Fla 0 . • . . • • . . • . • 111111i111111111F= • • . . d C L L DETAIL A -A J 0°QOOf1C RVSNc lyp.4 CORNERS Of PANEL NOTE W00001.COPP01$!A: OAK CAP. PINE CORE ISG x RAE) 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 O 4d 0000000 000000 0000000 1' 000000 4/ , 0000000 ''LL(� 000000 28.86%,o� o 0000 A MAX, 000 0 0000 0 000000, 0000000; i DEW A -A Panel reinforcement INTERIOR rIIIIIIIIIfUIII1 ()HORIZONTAL CROSS SECTION tog IIIIIIIIIIIIIIII 0LOCK I MOESMAE EXTERIOR INTERIOR EDVERI1CAL CROSS SECUON U Q 0 z .INC 2/24/09 sac N.T.S. a.e. Ott AL oat. er LFS NOM 1104 FL -10537.1 • . • • • • • .• • EXTERIOR INTERIOR EDNORJZONTAL CROSS SEGION ORAL A -A oDOOR matRberClassic NOTE WOODAVL COMPONENT& PINE PG ,a 0.421 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 000 0000000 00000... y�y� 0000 00000 ..I.`.a. 0000000 00000000 0000000 000F00000 DETAIL A -A Panel reinforcement 00 DG 28.86% OPEN AREA MAX. oHINGE SUE 1.10 Olode SME 14:070A1 RAIL EXTERIOR INTERIOR 5O VERTICAL CROSS SEC7PON W. z 2 h N `d z we 2/24/09 =XL N.T.S. aue. BY AL au rK LFS dawn; MO.: FL -10537.1 srau 5 OF j,Q 5 0 0 0 1 1 1 • •• ••• •••• • •• •• • • . • • • • • • • . • •• • • • • • 1-1/4"MIN EAB. T.1 0 • •• •• • • • •• • •• •• • • •••• • • • • •••• .• •p • .•I • • • • • 4 o • 0. 15 C3N YR 00 Aire 0 ,A'r—od J, 0 000 0 8+8 00 OHOIIIZONTAL CROSS SECTION Ouhwalso° pa -Inswing 00 INTERIOR EXTERIOR INTERIOR EXTERIOR 00 33 HORIZONTAL CROSS SECTION 6 shown w/1Xsubbuck INTERIOR EXTERIOR O 00 OHORIZONTAL CROSS SECTION also approved Rei a o% Nyyy nn \ W - 0 2/24/09 scan N.T.S. OM BY: Al. CM LFS anwo No FL -10537.1 914T A. or _la • b 9 • • 0 • • • •••7'7�• 00 , •••• o • •• EXTERIOR • , .. tjTERIOR • • Ill • • lEtnoN • • • • • •••• • •• • • • • .• • • EXTERIOR INTERIOR g i INTERIOR EXTERIOR INTERIOR C) VERTICAL CROSS SEC1ON Shr wn w,IX sub -buck EXTERIOR INTERIOR C)VERTICAL CROSS SECTION Inswing conliguralion requirements 5 VEROCAL CROSS SECTION serkgenerci notes, Meet t t ns ktfltrapon requireme OVERTICAL CROSS SECTION seuetswinggemdcWsgteIn requirement INTERIOR EXTERIOR ()VERTICAL CROSS SECTION Oulseing rr 4frrisvaltfr allnfill:ffonsheen rsg11himents ig 3 in n nn SSA 0 z 04 cc WE 2/24/09 sown N.TS. DWG er. AL *lc en LFS numecom FL -10537. 1 'ErrZ °FAQ i • 0 • . • • • • • • • • - • .• ••• • •••• •••• • • •••• • •• • • • • ' • • • 1Q]CANCN0pNG DP80pst tUCKANCNONNG 80<DPal00psi CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to rnartarJoinis. 2. Concrete anchor locations noted as'MAX. ON cR4TM' must be adjusted to matntoil Me mis. edge distance to mortorJotnts. additional concrete anchors may be regrdred 10 ensure the 7NAX ON CENTER"atmenston are not exceeded 3. Concrete anchor table: mottoR nw TAPCONe :91a/o1!' 1/P 1-1/4" r 4. ULTRACON' 1/4" 1-1/4" 1' 4. WOOD SCREW INSTALLATION NOTES: 1. Maintain a rnhinwm S/8" edge distance. 1" end distance, d i"ac. spacing of wood screws to prevent the splitting of wood. NNGEJAMI FRAA1ENNCHOONG Masonry 71 buck construction HINGE:WAR STRIKE & MR LATCH & VEADI0LTDETAR 0 na N Z cc tete 2/24/09 arum N.T.S. ora en AL arc sr. LfS maws FL -10537.1 WEI OF 1.4. 1 • 0 O 0 ri 0 0 1 11 • •• • • • • • •••• •• • • • ••••J• • • • • • • • • • • • • • • •p •• •• • • •••• •••• • • • • • • •••• • • • •••• • • • • •••• • • •• • • . 1 • • • • HINGE JAMB 4 MASONRY OPENING FRAME 4 FRAME IX BUCK • • • M. HEAD &JAMBS 6' EWA ANCHoON Mnsorry IX bud; construction CONCRETE ANCHOR NOTES 1. Concrete anchor locations at the cornets maybe ao4usted to maintain the nein. edge distance to mortar forms. 2 Concrete anchor locations noted as -MAX. ON CENTER must be adjusted to mahtaln The ink. edge distance to mortes joints adcEBorsd concrete anchors maybe required to ensue the "MAX. ON CENTER" drnensbn are not exceeded. 3. Concrete anchor table: 1. Maintain a rnininun 5J8'edge distance. 1- end distance. & 1-o.c. spacing of wood screws to prevent the spitting of wood. te op r i 1 SIRWEJAMM MAILN a DEADWOLTWAIL NINGEnum H 2. wac: 2/24/09 scum N.T.S. o•s. MI AL as er LFS MOM •o, FL -10537.1 s» 9 or1Q i 3 7 • 9 1 e • a O 0 O t /e •• -• r 1- lir 1N- 'M . 241r1/10.1C4.g :. 1 MN TAPCONe arMrf • , wir wet...., i.ijr ,.....,•...... r 1-1/2' 1. Maintain a rnininun 5J8'edge distance. 1- end distance. & 1-o.c. spacing of wood screws to prevent the spitting of wood. te op r i 1 SIRWEJAMM MAILN a DEADWOLTWAIL NINGEnum H 2. wac: 2/24/09 scum N.T.S. o•s. MI AL as er LFS MOM •o, FL -10537.1 s» 9 or1Q i 3 7 • 9 1 e • a O 0 O • • • . • REM A B C D E G H J L 2 . e. 4 S .a7• DESCRIPTION M.. OF MATERIALS 1X BUCK SG20.55 2X BUCKSG20.55 MATERIAL REM DESCMPRON WOOD 30 MAX. 1/4 SHIM SPACE WOOD 31 1/4 X 2.3/4 ELCO OR IMT CONC RE1ESCREW 32 MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 3/16" X 3-1/4" UW CONCRETE SCREW 1/4"X 3.1/411W CONCRETE SCREW 1/4X 33/41W CONCRETE SCREW 110 X 2-1/7 PFH WOOD SCREW STEEL 33 CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHIFT FOR DETALS DOOR SKIN 0.095"THK. (CC RUSTIC) Fy = 6.000 PSI MIN. TOP RAL (CLASSIC CRAFT RUSTIC) CONCRETE 34 MATERIAL FIBERGLASS LOCK & H*IGE STILE (CLASSIC CRAFT RUSTIC) BOTTOM RAL (CLASSIC CRAR RUSTIC) WOOD WOOD/LVL 35 STEEL 36 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT RUSTIC) FOAM CARE COMP. STEEL 40 STEEL 41 INSWING ADJUSTABLE THRESHOLD (5300AJ) WING 11 1 fl (630:46P5) .. •M= COALTj,L T 'BREV THRESHOLD (ISP30M) 'OUTSWINGSTANDARD 1HREPHQLD ; INSWING THRESHOLD • DOOR BOTTOMSW133) • • • • STEQ 42 AWMJWOOD 43 SMOOTH STAR DOOR - SEE DOOR PANEL DETAL SHEET FOR DETAILS DOOR SKIN 0.065" THE. (SMOOTH STAR) Py = 6.000 PSI MIN. TOP RAIL (SMOOTH STAR) ALUM./COMP. 44 ALUM./COMP. 45 ALUM./WOOD 46 AWM./WOOD ALUM./COMP. 47 STEEL POLYURETHANE FIBERGLASS LOCK STILE (SMOOTH STAR) HINGE STILE (SMOOTH STAR) WOOD/LVL BOTTOM RAL (SMOOTH STAR) PANEL REINFORCEMENT 0.023" THK. (SMOOTH STAR) FOAM CORE WOOD COMP. 50 ▪ •JAMB SQ i14b.42 l/V4R. HBER CLASSIC) • 9. JAMB (OAK) SG x 0.67 (CLASSIC CRAFT & CC RUSTIC) UT -VI/EATHERS]121R - - = • . .► VINYL 51 WOOD 52 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS DOOR SOL 0.095' THK. (CLASSIC CRAFT) Fy = 6.000 PSI MIN. TOP RAL (CLASSIC CRAFT) WOOD 53 LOCK STILE (CLASSIC CRAFT) STEEL POLYURETHANE ABERGLASS COMP. WOOD/LVL - • .'. a• mast aittt (UAW.. & UCAN I - WCXOD/LVL • •••• StFJ L 55 BOTTOM RAL (CLASSIC C RAR) 1 X 3/ PEN SCREW - STS 56 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT) STEEL )3.49X3 PRIXIXIDSCREW am r, COMA .....k .. 14 .15 'te 17 18 LATCH STIVIAFATEIkER SECURITY SSi�ltt LATE • • • • '48X2 -1/x' EW - 18 X 3/4 PRI SCREW STEEL 60 STEM 61 STEEL 62 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 63 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETALS DOOR SKIN 0.065"1HK. (RBER CLASSIC) Fy = 6.000 PSI MRN. TOP RAIL (FIBER CLASSIC) 19 KWIKSET DEADBOLT - SIGNATURE SERIES (980) STEEL 64 STEEL 65 L f Oa takkl• gaiMilandests L f 66 67 POLYURETHANE FIBERGLASS LOCK STLE (FIBER CLASSIC) HINGE STILE (FIBER CLASSIC) COMP. WOOD/LVL BOTTOM RAL (FIBER CLASSIC) PANEL REINFORCEMENT 0.023"THK. (FIBER CLASSIC) FOAM CORE WOOD COMP. 6 � 9=tF50.0pat C) THRESHOLD **fro seladlusr STEEL POLYURETHANE C)coastal 00 z 0 N' ? AVE 2/24/09 SAE N.T.S. ans. et AL a.c er. 115 WONG NW FL -10537.1 MIT XL or gi 3 S 0 R W B C R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineer; Certificate of Authorization No. 9813 Product I: ra!(u(lim? Report Repor! \u.: Date: Monao:t• 29. 2(115 Product Category Sub Category Manufacturer Product Name Exterior Doors ExDoor Assemblies Therma-Tru Corporation 118 Industrial Drive 118 Edgerton, OH 43517 Phone (419)298-1740 Smooth Star, Fiber Classic, Classic Craft and Classic Craft Rustic Fiberglass lnswinglOutswing "impact" poor Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporation based on Rule Chapter No. 61(320-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is In compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. When used in the "HVH2" this product icomplles with Section 1628 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This products meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shaft be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -10537.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal silt item #4 meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sif is less than 45 degrees. 9. See drawing FL -10537.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 TEL 06-1031-1 2. Drawinst No. No. FL 10537.1 Test Standard ASTM D835-03, ASTM D1929-96 ASTM 02843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 201-94, TAS 201-94. TAS 203-94 prepared by RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Builgjr eCGA fut>$n0, y1t. IWO) 4. Quality Assurance Certificate of Participation issued by Nfldhaj ociegaatibran11 : .. • Management Institute , certifying that Therma-Tru Corporation is manufacturing products within a quality assurance program that complies with iSO/IEC 17020 and Guide 53.• • •• ••. • • ••. •• • •• • •• e • •• • • • • • . • • • •• • •• •• • • • • • • •• • • •• • • .. •• • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • 000 • • • 1SJept1ofj • • • • • • • • • • • •• •• Testing Laboratory Testing Evaluation Lab.,Inc. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. Testing Evaluation Lab.,Inc. Signed bv Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W, Haney, P.E. ,Signed & Sealed bv Lyndon F. Schmidt, P.E. Signed & Sealed bv Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 1/30/2015 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. - ESC TION: Series "SH -700" Aluminum Single Hung Window — L.M.I, APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia m i dad e.gov/economy l4 ACT RATING: Large and Small Miss' e mpac • esis an LABELING: Each unit shall bear a permanentalb the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be ava.il'tbl'e'IofinnpeStiat 4 tie job site at the request of the Building Official. This NOA revises NOA# IS -0514) 0g ancirconsiats of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document•rnentiened•atove. • • • • The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DADE COUNTY APPROVED :.. • 12 ,{0 • •.• • • • . • . • • . •• . . . . •. •. •. • . • ••. •.. . • • .•• . . •• • • . • • . . . • •. .. .•. . . NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision F dated 05/15/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) 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 aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.07-0322.06) 3. Test reports on: 1) Air Infiltration 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 an aluminum single hung window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.07-0322.06) ...... . . .. .. . • . • • .. ... .. • .... • ... . ... • ... • . . . . . . • . .. • • . . . . • . . .. .. .. . . .. . . . .... ....... • • . . . • • E-41. • . . . . . . . . . • .. .. . • . .. .. ... . • • ... • • Manuel Per , ' E. Product Control E ' i er NOA No. 16-0719.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Small 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 aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01) 7. Test reports on:.1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01) .. ... . • . • • .. • . . . . . .. ... .. . • • .• . . • ... • •.. . ... • . . .• . • .• . . • • . • . . . . • .. . • . . . . . . • .. . . .. . . .. .. . • .... 4 •. • • •• . •... •• •. • •. . . •. •. •. . . . • ••• .• • • • ..•.. ... . •• .• ..• . . Manuel P .E. Product Control x , iner NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 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. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"' Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947, FTL-4650, FTL- 4948 and FTL-4646, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of AcceQtanoe'NG. 5-0519.08, rued to PGT Industries for their Series "SH -700" Alunninum.$iizgl>✓L.M.I., approved on 07/09/15 and expiring on 03/2672}r. ••. "•' : : ••• • ••• • ••• • ••• •• • • • •• • • •• • • • • • •• •• •• •• • • • •• •• •• • • • • • • ••• • • • •• • • •• •• • • • ••• • • • • •. • • •• • • • • •ji3 • • • • ••• • • • • • • • • • • • • • • ••• •• • • • •• •• ••• • •• • ••• • • j Manuel Pe ez, E. £ Product Control E am' er NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 • •• • • • • • • • • •° • ENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS LAZING OPTIONS: (SEE DETAILS ON SHEET 2) A !18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY BUTACITE*PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX°PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 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" KURARAY BUTACITE° PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE° PVB (BY KURARAY AMERICA. INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY BUTACITE °PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 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" KURARAY BUTACITE° PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE •PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A •° • ° • .090" KURARAY BUTACITE° PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX°PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) • • • • • H. 13/16° `AMI Ig•(1) UTE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/86 HEAT S'ift°ENGTHENED GLASS WITH A .090" KURARAY BUTACITE° PVB (BY KURARAY AMERICA, INC.) t• OR .090''SAFLE)1PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) • ♦. 13/16"14,M1 IG: (1,1 LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH /i.09p" KUY BUTACITE PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX• PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) • J. 13/16" MO P61(I) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/18" LAMI •CNSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A YER (BY CHEMICAL • • • • • MC 13/ 6"IHMMI1( :: (1) LITE OF 1/8" TEMPEREACITE° PVB (BY D �GLASS, AN AIR SPACE AND 7Y AMERICA, INC.) OR .090" /16" LAMI CONSISTIPVB NG OF (1) LROF EASTMAN1" ANNEALED GLASS AND D (1) LITE • • • OF 3/16.116) STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE° PVB (BY KURARAY AMERICA, INC.) • OR .090 6EX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) • • • • •L. 13/16"1AM11G: (41) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS • • WITH A!( KURARAY BUTACITE° PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) • M. 13/16IMIN: 1.1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KU RA BUTACITE • PVB (BY KURARAY AMERICA. INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) • • • • Q CONFIGI4RATIVSS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) • • • l • • •••DESIGN PRESSURES: (SEE TABLES, SHEETS 3) • • A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM 61300-06 •ANSVAF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 •AISI-S100.07/S2-2010 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 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-4645, FTL-4648, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G -L) ARE ALLOWED. RMily. Dm, JR 0585/16 Glx Mkt R°.41r ore Rosner: ar• F.K. 0105 R°•esR F ADDED SPACERS TO SHEET R•wvc c•,d•eer: Rb< J.J. 223/07 o"°•wr 1070 TECHNOLOGY DRIVE GENERAL NOTES N. VENICE, FLO Y34275 r �� ALUM. SINGLE HUNG WINDOW, IMPACT •••r••°t 4NR Mort Aw•/r Rs SH700 NTS 1 ,R 11 4040-20 F P.O. BOX 1578 NOKOMIS, FL34274 list* Better NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 PRODUCT REVISED as c•mpiyM with it• Rork% Bonding Code ,.O Acceptmco No rat Date 1/2" NOM. GLASS BITE • •• • • • •••• • • • • • ••• • • • •••• • • • 112" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS --5/18` 16" LAMINATED GLASS r•• • •CED 641101r1/2" N10M. GLASS BITE ,81 or 82 Part # Description Material 71 Kommerlinp 4SG TPS Spacer System See this Sheer for Materials 72 Quanex Super Spacer nkT with Hot Melt Butyl 73 Quanex Duraseal Spacer 74 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717.8968 8 8070 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS (3,84 or 8) L BVI 12" NOM. GLASS BITE 0 0 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 13/16° NOM. EXTERIOR INTERIOR (ALL SECTIONS) PVB" = KURARAY BUTACITE• PVB INTERLAYER or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" TEMPERED GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI (6,87,88 or 9 13/16" LAMI IG GLASS W/ 7/16" LAMI (9,90 or 9� STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS SILICONE STRUCTURAL SILICONE 1/4' NOM. FOAM WITH DESICCANT (;7, KODISPACE 4SG TPS HOT -MELT BUTYL 3/16" NOM. BUTYL & DESICCANT FOAM EXT. GLASS EXT. GLASS NT. GLASS NT. GLASS SUPER SPACER®NXTTM ALUMINUM REINFORCEMENT 5/18" NOM. POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL INT. GLASS DURASEAL® 73 SPACER EXT. GLASS DESICCANT FILL AREA 5/18' NOM. SILICONE SEAL 74XL EDGE"" SPACER INT. GLASS NOTE: LAMI IQ OUTBOARD LITES MAY BE UPGRADED TO 3/16' WITH NO CHANGE IN DESIGN PRESSURE. ✓R 05875/18 Raft= ADDED SPACER& Mary. or< Ra9•rr Dalt oaaay. F.K. 9/1/05 Rraba[ Chocked*. J.J. nrr Tl1:W7 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P,GT V$.IiN Bemer GLAZING DETAILS Ira ALUM. SINGLE HUNG WINDOW, IMPACT 8M700 soft Full are 2 r 11 4040-20 F PRODUCT REVISED as cmtgdying with tt• Florida Building Code AaeHoptmcelfte Not 'P_.1�'�/�1 L" . .wOta IQ -.c, lIiI• Y�.uv•. •1 � d Miami rade Pmuot A. LYNN (u�IILER, P.E. FL P.E.# 58705 1/1 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 1. WINDOW HEIGHT 66" 68" 70" 72" 74" 76" 0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 62" A,B,M +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 1c53 563118'• 1/8 .\ L -10 H F �FI,J,K,L +80.0 $0�0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 2. TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT • 1 • 38 318" 44" 60 6/8"' 63" 72" 74" 76" • • tp • PIIBIM +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 60"• • • A • A,8,10 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 • 52""• • A,8,10 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -87.8 4531/8" : • Va@I +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -88.0 +66.7 -68.7 +65.5 -65.5 IV TQl31/8" 0,134EjF,9,H,I,J,K,L +80.0_ -80.0 _ +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 • • • • • •• CUSTQM V EW • & •R•AUIUS TOP FLANGE OR INTEGRAL FIN W NDOWS W/ HIGH SILL OPTION SAMSON FLAIUNIV NDOW TIP -TO -TIP FRAME DIMENSIONS • • •••• WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 76" INTEGRAL FIN) TABLE 3. • • WIDTH Ge/e52,13171/8" 2211/16" 28 3/16" 33 314" •ASI/�" D,t,i lu,e , g, +80.0 1 -80.0 +80.0_1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 • •• • ••• 39 6/16" 4413/16" 60 3/8" 5616/16" +70.0 1 -70.0 +70.01 -70.0 +70.0 1 -70.0 +70.0 1 -70.0 GLASS TYPES':.' i TEST REPORTS TABLE 4. 16"4LAMI - (1/8"A,.090,1/8"A) FTL-4847, 4648, 4723, 4957 ,i} B 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL-4647, 4648 C. 5/16" LAMI - (1/8"HS,.090,1/8'HS) FM -4647, 4648 D. 7116" LAMI - (3/16"A,.090, 3/16"A) FTL-4645, 4885 E. 7/16" LAMI - (3/18"A,.090, 3/16"HS) F1L-4645 F. 7/16" LAMI - (3/18"HS,.090, 3/16 -HS) FM -4845 G. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A) FTL-4646, 4723 H. 13/16" LAMI IG -118" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL-4646 I. 13/16" LAMI 10 - 1/8" T, AIR SPACE, 5/18" LAMI - (1/8"HS,.090,1/8"HS) F1L-4646 J. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL-4849, 4650 K. 13/16" LAMI 10 - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/18"HS) FTL-4649, 4650, 4958 L. 13/16" LAMI IG -118" T, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL-4649, 4650 M. 13/16" LAMI 1G - 118"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1I8"A) F11-5063 "O" yr MEETING RAIL HT. "X" SASH HT. "0" MEETING RAIL "X" W HT. "O" MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C. G, H, AND I MAY BE USED IN SASH ONLY R•100 J. 5. Raw4," Wad Bre 0•C Rafam,c Amster MK Rm.*. BlR rer trr: FJC 9505 Madme,: B.rr J.J. 2/23/07 1070 TECHNOLOGY [RIVE N. VENICE, FL 34275 P.O. Box 1525 NOKOMIS, FL 34274 SPH T. MINUS SASH HT. STH 1 PRODUCT REVISED caepIyiag with the Florida DaiWliag Cade Apt No 16-o 14.c , _.. 7ati,B Date.G: JS!L alyn) 111//4 bordpilaw .; DESIGN PRESSURESn 1,1 PG7- ALUM. SINGLE HUNG WINDOW, IMPACT ••''`.1i.'t .,..0 ice, arreae Nan w.t e"atpa6 Better atv A. LYNN MILLI R, P.E. SH700 NTS 3 + 11 4040-20 F FL P.E.# 58705 49 5/8" MAX. FIXED DLO (ALL) 531/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH D� C.1 75" MAX. 75" MAX. 1 \ 75" MAX. SEE DLO I.F. A A I.F. I.F. TABLE 0 / p HEIGHT SEE DLO / HEI HT SEE DLO I _ �� HEIGHT TABLE TABLE 1 •• • •••• • •••ttSEIDLO • T/16LE • (MAX.) • •• I • • •• 38 7/16* MAX. SASH HEIr 76" MAX. FLANGED HEIGHT • •4I 1/4" MAX. • VENT•DLO (ALL) • • •••• • •• • • •••• • • • •• • • • • • B SEE DLO TABLE SEE DLO TABLE 75" MAX. I.F. HEI HT 20" SASH HEIGHT 76" MAX. FLANGED HEI T B DETAIL D VIEW (CUSTOM SASH) 76" MAX. FLANGED HEI HT SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) SEE DLO TABLE SEE DLO TABLE E �) 75' MAX. I.F. E HEI HT 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. 76" MAX. FLANGED HEI HT SEE DLO TABLE S NO DETAIL C RADIUS TOP (STANDARD SASH) E E4 76" MAX. FLANGED HEI HT -Row Iv Ode ReWfonc Rend*: DKr ROBItonx F.N. 9Mi05 Meese ex J.J. 2/23/07 1070 TECNNOIOGV ORNE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PST fkroglaw ELEVATIONS TIN ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better 811700 4tate NTS IV* 4 + 11 Delle 4040-20 F PRODUCT REVISED as complying with the6 Bnild;ng Code 16 o I Age ity h4vreptaiNx d!v Li k4i�lAI .e Product ♦. � � • • • MAX. ► • • FIXED • • • LITE • 13AYLIGH1 ► • • • GPENING • • • • • •• • • . • • ►• ••• • HEIGH! • •OUTSIDE INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8' FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,11,15,16) 2.710' 7, 8 0R 17 (0-UTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE MAX. VENT DAYLIGHT OPENING HIGH SILL LOW SILL HEAD I.F. FRAME OUTSIDE JAMB OUTSIDE 2.710' PRODUCT REVISED as complying with Me Florida Building Coda l-6-6 4.0 Acceptance No pint' • Dam 2.330" (LOW SILL) SEE NOTE ABOVE 1 SECTION B -B (LOW SILL SHOWN) ULTRALIFT ONLY 2.948" (HIGH SILL) By 110 ALTERNATE HIGH SILL ULTRALIFT ONLY SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) Aft Raikar RaMaa or..aey. F.K. 0 011/05 cl.wan: J.J. Dalve 7 1070 TECHNOLOGY DRIVE N. VENICE. FL 3427E P.O. BOX 1520 NOK00.415, FL 34274 Etc" SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Batter aaara kt 819700 Half 5 e. 11 lamaaMa 4040-20 F A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • •••• • • •• • • • • • • • •• REllll 1 2 3 5 6 7 8 9 10 DWG# 4002A 1155 4003C 1626 4004 4025 4025 4029 1080 DESCRIPTION FLANGE FRAME HEAD #8 X 1.000 QUAD PN. SMS FLANGE FRAME SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD FLANGE FRAM= JAMB SASH STOP SASH STOP (EGRESS) 1.125 LONG SPIRAL BALANCE, 3/8", 5/8", OR 11116" BALANCE COVER, 3B" OR 5/8" #8 X.750 PH. PN. SMS 111, • • •'14I. 4085/1086 15 • 6.:11S6 =080-1 17 4053 BALANCE BOTTOM BRACKET BASIL U P**GUIDE :8•X 1 PHILIPS FLAT HEAD S. STL gALANCEFOVER,11/16" BASIN STOP COVER 1% 4029-1 •19. 1 • •21.1 054C 23 4006C • • •3i • s •1235 •26 •1096 S, I tR/tKET #8,8E X#/A!" LG. PH. FH. TYPE F S. STL g`TING RAIL SA,SV TOP RAIL WSTP.,.170 X.270 BACK, FIN SEAL SVOLEtLATCH 21 1016 swamp AIH. FL. SMS PGT# 612225 781PQA 612226 7PAD1626 612227 612244 612244 6BALCVR916 7834M 7BALTBKT 42504 78X1FPAX 6BALCVR870 84053 7ULBRKT 7832X12FPFX 640540 84006 67S180 71096 7858 • 4007 • 30 •1226 •34{ • • 4008 SIPOINjTOM RAIL (LOW SILL) WSTP., BULB VINYL gASio titg RAL 612230 6TP249 612231 34 •1268 SASH FACE GUIDE 42501 •35 •1622 LAM SETTING BLOCK 3/32" X25/64" X 1" 71622K 36 1052 LAM IG SETTING BLOCK 1" X3/4" X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 40399 GLAZING BEAD, 5/16 LAM. GLASS. 64039B 42 4044B GLAZING BEAD, 5/16 LAM W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAM 64222 46 985C GLAZING BEAD, 7/16" LAM W/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAMI I.G. 64087 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 84073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOWSILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 82740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 58 1630 SCREEN CORNER KEYVIARINGS 71630 57 1631 SCREEN CORNER KEY NYOUTRINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1824 SCREEN SPLINE -.135 DIA FOAM 61624K ITEM DWGI1 DESCRIPTION PGT# 60 1635 SCREEN SPLINE - .135 DIA HARD 61635K 61 SCREEN CLOTH 61818 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X 1/2 - 7/16 LAM 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/16" LAM, (1/8"A.090 PVB,1/8"A) 81 B. GLASS, 5/16" LAMI, (1/8"A.090 PVB,1/8"HS) .82 C. GLASS, 5/16" LAM, (1/8"HS„090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAM, (1/8"A.090 PVB,1/8"A) 84 E. GLASS, 7/16" LAM, (1/8"A..090 PVB,1/8"HS) 85 F. GLASS, 7/16" LANA, (1/8"HS,.090 PVB,1/8"HS) 86 G. GLASS,13/16" LAMI IG; 1/8T,AIR SPACE, 5/16" LAMI, (1/8"A.090 PVB,1/8"A) 87 H. GLASS,13/16" LAM IG;1/8T,AIR SPACE, 5/16" LAM, (1/8"A,.090 PVB,1/8"HS) 88 I. GLASS,13/16" LAM IG; 1/87, AIR SPACE, 5/16" LAMI, (1181HS,.090 PVB,1/8"HS) 89 J. GLASS,13/16" LAM 10; 1/8"T, AIR SPACE, 7/16" LAM, (3/16"A,.090 PVB,3/16"A) 90 K. GLASS,13/16" LAM IG; 1/B"T, AR SPACE, 7/16” LAW, (3/16"A.090 PVB,3/16"HS) 91 L. GLASS,13/16' LAM 10; 1/8"T, AIR SPACE, 7/16" LAM, (3/16"HS,.090 PVB,3/18"HS) 92 M. GLASS, 13/16" LAM IG; 1/8"A AR SPACE, 5/16 " LAM, (1/8"A 090 PV13,1 /8"A) 47 FRAME, I.F. HEAD #4071A, 6063-T6 2.908 .062 NOM THICKNESS 71 49 FRAME, I.F. HIGH SILL #4073A,6063 -T6 2.878 3., 55 (9 FRAME, I.F. LOW SILL #4072A. 6063-T6 2.71 2.374 .062 NOM THICKNESS 50 FRAME, I.F. JAMB #40748,6063-T6 (USED AS RADIUS TOP HEAD) PRODUCT REVISED as complying with the FJod& Building Ccede - 14,()4 Acceptance No ret',. Da 1?-fm/.t U 11 Ii/lii. Rradhr Oahe RawiriBK Dolt 0,""e etc F.K. 8'1105 ca"a.dq J.J. � 7 1070 TECHNOLOGY DRIVE N. VENICE. 9.34275 PD. BOX 1579 NOKOMIS, FL 34274 Pi GT PARTS LIST rek ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Benin e"Y"Y4"t 811700 ash. NTS nue 6 d 11 e�yrr. 4040-20 0 F f 1.363 L O FLANGE FRAME HEAD #4002A, 6063-T6 1.749— 1 - 2.784 ▪ •• ▪ • • •••• • • A62 • • •• •• •• :F1&Ah1lE JAMB • #420i,•64a63-T5 :USED AS RADIUSS OP HEAD) •••• • • rt• •••• • • ••••' •••• 062 155 • 21 FIXED MEETING RAIL #4054A,6063HD-T6® 3.446 1 .062 .062 - —1- 2.830 2.330 1 r -'—r---1. i._ I'--2.784 -{ O FLANGE FRAME SILL (LOW) #4003C, 6063-T6 k-1.451+7 SASH STOP #4025, 6063-T5 2.279 ---►{ V?E 1.707 .062 1 1 23 SASH TOP RAIL #4006C,6063HS-T6 1 2.946 �-- 2.784 0 FLANGE FRAME SILL (HIGH) #4050A, 6063-76 .062 � . 1.513- -I .040 [738 17 SASH STOP COVER #4053, 6063-T6 I.F. FRAME SEALANT ALONG ENTIRE JOINT I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D -D (1/1 & VIEW HEAD & SILL RADIUS TOP SILL) SASH BOTTOM RAIL(LDW) #4007, 6063-T5 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063-T5 - 1.165 VIEW E -E (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 050 .678 1.096 0 GLAZING BEAD, 5/16" #403913,6063.T5 31 SASH SIDE RAIL #4008,6083-T5 050 .678 1.096--I��{ T O GLAZING BEAD 7/16" #4222, 6063-T5 .050 1.115 .678 45 GLAZING BEAD, 7/16" #985C,6063 -T5 (USED W/ GRILL KIT) 3 .050 .678 1.096 1 I GLAZING BEAD, 5/16" #40448,6063-T5 (USED W/ GRILL KIT) .683 } -1-1.097 GLAZING BEAD, 13/16" IG #4087, 6063-T5 Render Reeder Dew Rend Br llerlataw O,ee,er. FOC 01007 1)5 OhaasaElx J.J. X3107 1070 TECHNOLOGY ORNE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT EXTRUSIONS & FRAME CORNER DETAIL 1rR ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better ileMeNodet 3H700 Bala Haff •re 7 s 11 OestdriNo. 4040-20 Row F PRODUCT REVISED as emptying with the Florida Building Code Acceptance No IG -0 14.06 Isacpimi , pnte�G��f,,;.j�/, 1l021 By Miami c Product Con ANCHOR QUANTITIES FORM FLANGED WINDOWS TABLE 5. WINDOW HEIGJi2—,..1 SUBSTRATE: ` 28.603 34.603 40. 46.603 1 58.603 84.603 78.000 ANCHOR TYPE: =� U 0 �U 0 �U �0 U�U U U 0� 0 0 �U 0 WIDTH GLASS TYPE coz c U zr *Oc,IUNOTOc U z U zco U z4n ^OL 1U z U zeo U z�z O UNOs-OcV-"O zzco U 0 z'-zrn U U z O"O U zWINDOW U 19.125 C,D,E,F,G, H,I,J,K,L 1 112 1 111 1 111 1 112 1 1r1 1 112 1 212 1 112 1 212 1 2122J2 1 1 212 1 212 1 212212 1 1 212 1 412 1 212 1 212 1 212 1 212 1 213 1 212 1 313 AB'...'M 112 11 1 1[1 112 111 112 212 112 212 412 212 412 r. 412 _ 212 212 212 212 212 212 212 212 2[3 212 313 • 24400 C,D,E,F,G, H,I,J,K,L „1 112 1 111 1 112 1 112 1 112 1 1f2 1 212 1 1[2 1 212 1 212 1 212 1 212 1 2[2 1 212 1 212 1 2 3 1 21.2 1 212 1 213 1 212 1 213 1 313 1 212 1 313 •• •1 •••• AB,M 0%111 1 1 112 1 114 1 112 1 112 1 212 1 112 1 212 1 212 1 2[2 1 2 2 1 212 1 212 1 2 2 1 213 1 212 1 212.2[3 1 1 21-2 1 2 3 1 313 1 212 1 313 000 C,D,E,F,t, H,I,J4L• 1• 111 1 114 1 2r2 1 213 1 112212 1 1 213 1 112 1 213 1 2{3 1 212 1 213 1 213 1 212 1 213 2 313 1 212 1 313 2 34 1 .312. 1 313 2 314 1 313 1 4[4 47.000 ...". ••••t• AB•••11?112 1 1 212 1 213 1 -A-I- 112 1 2122E31122132j3 1 1 1 1 1 212 1 213 1 213 1 212 1 213 1 3[3 1 212 1 313 1 314 1 312 1 313.314313414 1 1 1 • •• —%T\• CDMEt•4• H,I,J,K�•12�2 1 112 1 212 1 213 1 1 2 1 213 2 2 3 1 1 212 1 2 3 2 2 3 1 1 1- 2 2 2 2 3 ! 2 2 3 1 1 2 3 I 2 2 3 2 3 4 ( 1 2131 2 3 3 2 3 4 1 1 3131_ 2 3 4 .. 2 315 1 3 3 1 2 1... 4 4 �• • • •••�•1r �••••r413 ._• 1.._ 112 1 212 1 213 1 112 1 213 2 213 1 21 1 2 3,1213 2 1 212.213 2 2 213 1 213 2_ 213 2 314 1 213 2 313 2 314 1 313 2 314 2 315 1 313 2 414 •••• •r i% ' • • 40.000 C H,I,J I L• �2 112 212 213 212 223 21-3 212 213 213 213 213 224 213 313 314 213 31-4 315 313 314 415 313 414 • • • AB'M 2 -212-112 2 2 212 2 213 2 212 2 213 2 213 2 212 2 2[3 2 213 2 2[3 2 213 2 214 2 213 2 313 2 314 2 213 2 314 2 315 2 313 2 314 2 415 2 313 2 414 PSF 79 44.000 C,D,E,F,G, H,I,J,K,L 2 212 2 214 2 212 2 213 2 212 2 213 2 213 2 212 2 313 2 214 2 2[3 2 313 2 314 2 213 2 313 2 314 2 213 2 3[4 2 315 2 313 2 314 2 415 2 314 2 415 A B,M 2 -21-i 2 21 2212 2 2 213 2 212 2 213 2 213 2 212_3[3 2 2 214 2 213 2 313 2 314 2 213 2 313 2 314 2 213 2 314 2 315 2 313 2 314 2 418 2 314 2 415 PSF 79 79 48.000 C,D,E,F,G, H,I,J,K,L 2 214 2 212-21-2 2 2 213 2 212 2 2j3 2 314 2 213 2 313 2 314 2 213 2 314 2 314 2 213 2 314 2 3[5 2 313 2 314 3 315 2 313 2 415 3 416 2 314 2 515 A'B'... .B'M 2 212 2 212 2 -21-2, 2 213 2 212-213 2 2 314 2 213 2 313 2 314 2 213 2 314 2 314 2 213 2 3[4 2 315 2 313 2 314 3 315 2 313 2 415 3 416 2 314 2 515 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,I,J,K,L _2 212 212 2 2 2 3 212 213 314 213 314 314 213 314 314 313 314 315313 414 416 3[4 415 416 314 516 2 2 2 2 212 2 212 2 213 2 21 2 2 21 3 2 314 2 21 3 2 314 2 314 2 213 2 314 3 3i4 2 313 2 314 3 315 2 313 2 414 3 415 2 313 2 415 3 416 2 314 3 415 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -181/2" MAX. FROM TOP CORNERS JAMBS -171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3, INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JANE BELOW MTG. RAIL PRODUCT REVISED as complying with the Florida Building Code Acceplgnco Not • O E 'rat' Date (FULL DP) HEAD 2 JAMB ABOVE 213 MTG. RAIL JAMB BELOW MTG. RAIL R.r4q: Dae R.q/A' bwr lbseber arm, base Rol slam: meant* Dae CM loch)- D. F.K. 7/29/05 J.J. 2/23/07 n.go•e 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, 1/1 WINDOWS N. VENIN, FL 34275 low P.O. •OX 1529 ALUM SINGLE HUNG WINDOW IMPACT NOKOMIS. R. 34274 Vieth y Better fi ode •r°duct Carol r.a,M•t •re Mr. oe,eo.► RM A. LY411, 1iLLbR, P.E. SH700 NTS 8 a 11 4040-20 F FL P.E.# 58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. SUBSTRATE: ANCHOR TYPE WINDOW HEIGHT 29.655 37.155 WINDOW WIDTH GLASS TYPE el0 O Z Z N g N U — OU c+)0 NZ NO 0 0 Z ^0 44.855 c"lO Z z cVON0-0 52.155 c, O Z Z N" 0'-0 59.655 0 el 0 Z Z N N 0 0 67.155 , 0 z 0 N0N0 0 7.4.655 M0 Z Z N 0 N 0' 0 76.000 cO Z Z � NON 0 - 0 19.125 C,D,E,F,G, H,I,J,K,L 1 1 1 111 1 1 1 2 212 1 211 212 212 212 212 212 1 212 212 212 212 312 212 312 312 2 1 31 A,B,M 24.000 • •• PSF 111 79 111 1 11 212 211 212 212 211 212 212 212 212 212 2 1 212 212 212 212 312 212 1 -312 212 312 C,D,E,F,G, H,I,J,K,L 1 1 111 111 212 1 212 212 212 2J2 212 212 212 1 212 1 21 312 312 212 312 312 212 312 312 212 312 A,B,M • PSF C,D,E,F H,I,J,K,L • 1 —1T-1 4p• •1 1 1 1 111 111 1 1 212 111 212 212 212 212 212 1 2(2 1 212 212 212 312 312 212 312 312 1 212 312 312 2 1 312 A,B,A: • • •• • • • • •• 37.000• •••••• • • PS} .1 Ntf •59• • i11 1 111 • 77 1 1 1 2122-12 212 213 212 212 2 3[3 21 3-13 2 313 1 312 3f 313 1 2r2 313 413 413 1 413 312 413 11 1 1 212 212 1 212 213 212 212 2 313 212 313 2 313 1 312 313 313 212 1 313 413 312 413 1 413 312 413 67 79 H,I,J,K,L •4• d i • 1 1 [i 1 2 1 111 212 21-2 212 2 213 21 2 2 213 2 313 212 2 313 2 313 3 1 2 413 2 313 312 2 313 2 413 312 2 413 2 414 312 2 41 3 • A,B,M • •••• • •4�. • • PSF • 1•w .54 1 1 2 212 212 212 2 213 212_ 2 213 2 313 212 2 313 2 313 313_ 2 413 2 313 312 2 413 312 2 413 2 414 312 2 413 79 62 79 H,I,J,1L r11 • A,B,M 44.000 PSF 2 111 49 ✓ 2 X111 ✓ 2 2 2 2 1 9 2 212 21 2 212 2 2[ 3 2 212 2 313 2 313 2 212 2 313 2 413 2 313 2 413 2 313 2 313 2 413 2 414 2 313 2 413 2 414 2 313 2 513 2 2 111 79 111 56 212 212 79 2 212 2 213_ 2 212 2 3(3 2 313 2 212 2 313 2 413 2 313 2 413 2 31 3 2 313 2 413 2 414 2 313 2 413 2 414 2 313 2 513 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 A,B,M 111 2 111 2 1(1 2 212 2 2 212 212 2 313 2 212 2 313 2 314 2 213 2 414 2 313 2 413 2 414 2 31 3 2 413 2 414 2 31 3 2 41 3 2 414 2 13 2 514 2 48.000 PSF 45 74 111 212 212 212 2 313 212 2 31 3 2 314 2 21 3 2 31 3 2 414 2 313 2 413 2 414 2 31 3 2 413 2 414 2 31 3 2 41 3 2 414 2 514 74 79 79 2 2 2 212 2 2 212 2 313 2 314 2 313 2 313 3 414 2 313 2 414 2 414 2 31 3 2 4-14 3 414 2 2 5-14 3 414 2 413 2 514 A,B,M 2 2 2 2 2 212 2 2 212 2 212 2 31 3 2 314 2 313 2 31 3 3 414 2 31 3 414 2 414 2 313 2 414 4 3 2 41 3 2 514 3 414 2 41 3 2 51 4 53.125 PSF 41 67 46 67 76 79 A,B,M 2 Tiff 2 2 2 2 111 2 111 3 2 313 2 31 3 3 414 2 3[3 3 41 4 3 41 4 2 3 414 3 41 4 2 313 3 414 3 515 2 413 3 514 3 51 5 2 41 3 3 514 2 2 3 21 2 2 2 313 3 414 2 313 3 414 3 41 4 2 31 3 3 414 3 414 2 31 3 2 414 3 514 2 41 3 3 514 514 2 41 3 3 51 4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTMES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BoLD. 0THERWISE, THE MAXIMUM DESIGN PRESSURE FOR TFIE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MA)C PSF (DP UMITEDI HEAD JAM3 ABOVE MTG. RAIL JAMB BELOW MTG. RAIL /17 3 (FULL DPI FEAD JAM3 ABOVE JAM3 BELOW MTG. RAL Road Ile Dete Wend Or Dig Resibbor Oak Rafohror Deemer FX. Dalee 7/29/05 Medd Er 2/23/07 1070 TECHNO OGY DRIVE N. VENICE. FL 34275 Vitib& Better ANCHORAGE SPACING, STANDARD VIEW Iflor ALUM. SINGLE HUNG WINDOW, IMPACT NTS 9 4040-20 PRODUCTREVISED BuddingC.de ,A ?Atom Product Dy A. LYNN MILLER, P.E. ANCHOR SUBSTRATE: ANCHOR TYPE: QUANTITIES \ ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 ----.."-O 1RyO 3 0 N O 0 0 r z 0 0 N 0 O 0 0 r O U 0 0 N z 0 0 O 0 0 0 N O 0 0 O 0 0 0 N O 0 0 r Oa 0 0 5 0 N Z 0 0 -6q8-it. O 0 0 N 5N QU O 0 0 z'0 0 0 0 N O 0 0 -g 0 WIDTH GLASS TYPE 19.125 D,E,F,J, K,L 1 - -. 1 1 ... ..._ 1 1 _ 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 ... 2 1 2 1 ..--- 2 1 2 1 2 1 3 1 2 1 3 1 ..- ... 3 1 .._... 2 1 deed.-. 3 1 - - 3 1 - 3 1 3 24.000 D,E,F,J, K,L 1 1 1 1......_1 1 1 ...2 1 ..._2 1 ... 2 ... 1 2 1 2-.._ 1 .2 1 2 -_._ 1 2- 1 3 deed 1 3 1 ..2.. 1 . 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 -deed.. 4 32.000 D, E, F, J, K,L 1 1 1 1....1 1 1 2 1 2 1 2 2 3 1 2 1 _..3.- 2 3 1 3 .. 1 _..3... 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 37.000 PSF 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 D,E,F,J, K,L 1 1 1 1 1 _.._ .. 1 2 2 1 2 2 .� 2 21 -3. 3_ 2 2 _.. 3 2 3 1 3 2 _ 4 2 3 1 3_ 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 • • • PSF 79 79 79 79 212 2 2 3 •• • •141909 • D.E,F.J, K,L , 2 • 1• � � s 2 1 2 2 2 2 2 2 2 3 2 3 2 2 4 2 3 2 4 2 4 2 3_ 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 8 3 • 44.000• • PSF 79 53.125 76 79 77 79 73 79 79 2 D,E,F,J: K,L 4 2 4Dr 2 2 2 2 2 2 2 3 2 3 2 2 4 2 4 2 4 2 4 2 3_ 2 5 2 4 2 3 2 5 2 5 2 2 4 2 5 2 5 2 . 4 2 2 6 '4 ••• 1 2 3 • • • • •44149• PSF •7Y J$ 70 79 79 71 79 73 76 D,E,F,Jr K,L 11 4 2 1 2 2 2 2 2 2 2 3 2 3 4 2 4 2 2 2 4_ 2 5 3 5 2 4 2 6 3 5 2 4 2 6 3 6 2 5 2 6 2 3 3 4 5_ • •53.126• • PSFr .771-1"78 63 71 79 64 74 66 77 69 69 D,E,F,J, K,L •••••• •t • •2 2 2 2 2 3 2 3 2 3 3 2 4 3 4 3 5 2 4 3 5 3 6 2 5 3 3 6 2 5 I 3 7 3 6 2 5 3 deed. 7 1 2 2 2 3 4 6 •••• ANCWOR QUANTU"JES • • SUBSTRATE: AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. • •• TABLE 8. SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE:—. \ 0 NO 8-8NO ZO_OON0 tV QQS 8"C48"8 0N0_oN 8 N OtV O oN 8 go ZNoN o o g 8-8'I o 0 NoNzZ o 8-8 0 00000000 WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 .2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3. 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3j3 3 4 3 3 4 3 4 40.000 74 2.1 2 I 2 2 2 2 3 2 1 3 3 2 3 3 3 3 4 3 3 4 1 3 4 4 3 4 OA*2 62 212 2 2 3 213 3 1 3 1 3 4 3 1 3 4T314 5 3 4 5 3 1 4 48.000 2 212 2? 2 2 3 213 4 3 3 4 3 1 4 4 3 1 4 5 1 3 1 4 5 1 3 4 53.125 66 73 2 2 1 2 2 2 3 1 3 4 3 4 4 3 1 4_ 5 3 4 5 3 1 5 5 315 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD -18 1/2' MAX. FROM CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 125/8' MIN. TO 38" MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX. PSF (DP LIVE -ED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 2 4 TABLE 8. KEY: MAX. PSF (DP LMFTED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 2 PRODUCT REVISED as complying with IheFlorida Building Code Acceptance No 1 • • O"I hcpirol'„ Date i712117!.• 702 Miami • ,e Pro4acl Di Kaden car 7129/05 Cto+aeeH J.J. X3/07 1070 TECHNOLOGY DRIVE N. VENICE, FL34275 P.C. BOX 1529 NOKOMIS, FL 34274 PST aso4ase ANCHORAGE SPACING, CUSTOM VIEW >r ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better arwee : 911700 dot NTS erose 10 + 11 Reda* 4040-20 F 1-3/4" MIN. EDGE 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 4) • •• • • • •••• EXTERIOR INTERIOR ALL HEAND SILL DETAII5)) CONCRETE ANCHOR (SEE NOTE 1 & 3) 1 .y 1 3/8' MIN., 1/4" TAPCON .1-3/4" MIN., 1/4" CRETE -FLEX DETAIL • •• • • • • • 1 1/4" 2x WOOD BUCK (SEE NOTE 4) +I 1/4"�MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3) DETAIL B - TYPICAL FLANGED HEAD ANCHORAGE • 1/4"4AAX. SHIi1 •• • • • • ' 1-314" MIN EDGE • oji • ',_n I MIN. • LF • •• • • • • •• • • •••• • •••• • • • • • • • • • • 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1 & 3) 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU tx BUCK OPTIONAL WITH SOLID CONCRETE CMU SUBSTRATE (SEE NOTE 4) EMAIL C 2-12" EMBEDMENT .131' DIA. MIN. x 212" NAIL, AT CORNERS AND 5' O.C. 13/8" MIN. 1" MIN. EDGE 1 3/8" MIN. 1/4"]MAX. SHIM 1" MIN.EDGE NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 114' SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. 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 12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM 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. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. WOOD ANCHOR, FH BELOW MEETING - RAIL. (SEE NOTE 2 & 3) INTERIOR (ALL JAMB DETAILS) EXTERIOR 2x WOOD BUCK (SEE NOTE 4) DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. SHIM WOOD FRAME 2-1/2" EM 5/8° MN. EDGE 5/8" MIN. EDGE jMAX. SHIM DETAIL F, (HEAD) .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5' O.C. WOOD FRAME .131" DIA. MIN. x212"NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 1/4' MAX. `SHIM 111111tm111I �J1i11IIDID l� 5/8' MIN. EDGE WOOD FRAME -1/2" EMBEDMENT DETAIL G, (SILL) Rawly: Itresbrar Rend*, Ma Mir Mr *, FX 9/1/85 creepier J.J. � 7 1070 TECHNOLOGY DRIVE N. VENICE, FL34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better Amp.: ANCHORAGE DETAILS tt ALUM. SINGLE HUNG WINDOW, IMPACT IkeleeTibit SH700 NTS !1 d 11 Dori. Ma 404020 F PRODUCT REVISED as templyiog with W4 Florida ,Sodding Code Accepiaeco No 14 -o714.0(,. Ecpirctioo owe 8%T%'Y' • '2022,) Miami r . Product A. LYNN MILLER, P.E. FL P.E.# 58705 •