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WS-10-601Inspection Number: INSP - 151414 Permit Number: WS -4 -10 -601 Scheduled Inspection Date: September 20, 2010 Permit Type: Windows /Shutters Inspection Type: Final Owner: CLARKE, COLLEEN Work Classification: Window /Door Replacement Job Address: 294 NE 97 Street Miami Shores, FL 33138 -2404 Inspector: Bruhn, Norman Project: <NONE> Contractor: HURRICANE WINDOW AND SCREEN Building Department Comments REPLACEMENT OF WNDOWS AND DOORS 13 OPENINGS PasseG LY� : jO; Failed Correction Needed Re- Inspection Fee September 17, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Phone Number Parcel Number 1132060133980 Phone: 305 - 235 -8110 Page 23 of 26 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): B $ Value of Work For this Permit (Continued on opposite side) Is Building Historically Designated YES NO Contractor's Address g 5/5 .S / 9 'r j r / t_ City ,;•" 0. # 1 State Qualifier 1-'v p t k MM a d AI 1.4.(x_ 1 Total Fee Now Due $ Q Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder) INI\wV n 1(� Phone # Owner's AddressQ y ^/e-- 9 7 j/ City t ti r•" jAa°C e�.( State L Zip 3 l 3 O 4 Tenant/Lessee Name Phone # Job Address (where the work is being done) 9 ,(/'cf 2 7 ./7 City Miami Shores Village County Miami -Dade Zip 33 / 3 8 Contractor's Company Name �? r t C N (,.J / at O / c t<j Phone # 3 3 5 State Certificate or Registration No.tc, yt L/0 G,G yd Certificate of Competency No. Architect/Engineer's Name (if applicable) , Phone # Permit Not a o i l°O t Master Permit No. Electrical Plumbing Mechanical Roofing Type of Work: ❑Addition teration ❑New ❑ Repair/Replace ❑Demolition Describe Work: ."- JJ 16/` (,J e 40/0 Zip 3 3 Square Footage Of Work: g — WOO Permit *, *** * * * * * * * ** ** * * ** *** * * * * * ** '`lJO Submittal Fee $ — Permit Fee $ 230 " CCF $ 0'4Q CO /CC. Notary $ Training/Education Fee $ 1. llC Technology Fee $ - 1 'o00 Scanning $ C I `00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ WECIEEVED APR 0$201U 5e3s0t3 r 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A>N'i•'IDAVIT: 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 reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this / day of " Y ch., 20/O , by pito r 4 dl Q) !a . Y , who is personally known to me or who has produced £Z d G, id and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC - STATE OF FLORIDA NOTARY PUBLIC: '''" Valentin I. Arenas Sign _ �� �? y: � = Commission # DD596186 Sign: hint: It e "• ,; :•°° Exp ires: SEP 18, 2010 Print: t4 BLG./J j NOTARY PUBLIC -STATE OF FLORIDA f e . " 1 Valentin I. Arenas O, Commission # DD596186 BONDED THRU ATLANTIC BONDING CO., INC. -%„;„," Expires: pr fIC SE P 18 2 My Commission Expires: My Commission chc 05/13/03 Contractor The foregoing instrument was acknowledged before me this day of iti■ a Y , 20 e zo, by N,6eLmk4,0 ;/ [ who is personally cn n to me or who has produced (tA3 j as identification and who did take an oath. APPLICATION A P P R O V E D BY: ' ���/0 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDEDD COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FUAT INSPECTION PERMIT NO.a.V S- S/ - /0 - hog TAX FOLIO NO /I 3 Po %) - n/ 3 -3 9 $O STATE OF FLORIDA COUNTY OF MIAMI -DADS THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Space above reserved for use of recording office 1. Legal description of property and street/address: mod' 9 7 r/. to, ^.° 5 3 y/ 6 53 Y2 /�1. sin,' SA©peJ .��c j Jp, () P � P6 ' 7 a ©f ✓;2 e /O3 -is nooX / /ra-.°! /K /iff a-2 /.TR / rOr 14, visa— . 'sr CAs it dip 2. Description of Improvement: .T 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. } a9 i c n � t� as�ed r _ (r 5. Surety: (Payment bond required by owner from contractor, If any) 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 Uenor'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 OF COMMENCEMENT. Signature( s) or er( ut eorizzOfficer /Dinector/Partner/Man er Bic v 0 � ' ( By &z 5 Print Name IA- to ti , A C I Q Y x se• Print Name re/4 v /...) a..—r 4 / Titie/Office Title/Office .7 a lam° S rip STATE OF FLORIDA COUNTY OF MIAMI -DADE �° The foregoing instrument was acknowledged before me this / (, day of T-1 a Y _,By \ Clet individually, or ❑ as O Personally known, or I.9 3roduced the following or rTp�ggy pL1g�r_cTAT& OF FLORIDA g type of identification: 1.4. Signatu'- _ _ ._. Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 921525„ELORIDA STATUTES Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signatur1),Z r Ch(mer(sys 01-39 PAlF8 11/fl7 4 • 111111111 CFN 2010R0177152 OR Bk 27216 F's 1707; (fps RECORDED 03/17/2010 09a02a59 HARVEY RUVINv CLERK OF COURT MIAMI -CAGE COUI'.ITYr FLORIDA LAST PAGE 3 r � o , -o e _ /L'%/ .1..;E£'s7ZY:S G'TR37. T.i;i�\\L1�111OOLV/.%II -• ' Exp ires: SEP 18, 2010 BONDED THRU vl ANTIc RONDIN CG O. Nc. �g RECOR p ERS NOTE The Legibility of writing, typing or pri ntin 4 x unsatisfactory in this document when recei dzd Officer/Director/Partner/Manager wh3 oignod VA' .. By � . CERTIFICATE OF LIABILITY INSURANCE 4 /8/ i0 PRODUCER CPC FINANCIAL SERVICES INC 3835 SW 9 st Coral. Gables, FL 333.34 (305) 774 - 9618 = a , 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. INSURERS AFFORDING COVERAGE ' NAIC# iNsuPSD 0 • era • • • OWS = access, ac . clba Hurricane Window & Screen 9515 5W 129 Terx Mums., FL 33156 1 305 - 235 -- 8110 C 9 • ` e ►.exT.CC • - y INSURER A GENERAL LIABILITY INSURER B: ProgreaaiVe P3epre9a Tnt Comp 09/24/09 INauRER c [:Arai LxLt4RRF.NCE INSURER D. 7C INSURER E: UAMA( TV Rdottci PP MISES (Ea accurencat THE POLICIES OF INSURANCE LISTED BELOW I.AVt: BEEN ISSUED To THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATEI, IMITSSHOWN MAY PIAVE BEEN REDUCED PAID C Ore Van NM . SYPF- OF IAl^iLR7AW_A _LAMS, POLICY NUMBER � �� sN��cr iL t M MdDtR r ay Syra f n� Sy .. LIMITS GENERAL LIABILITY CP81079338 09/24/09 09/24/10 [:Arai LxLt4RRF.NCE $ 1 , 000,000 7C CDMMGRCIA GCNERAL LIABILITY UAMA( TV Rdottci PP MISES (Ea accurencat $ 50 000 1 r NMS MME ® OCCUR kED EXP (Any one pawn) , $ 5,000 PEasoNALaADv,NJURY $ 1,000,000 GENERA. AGGREGATE $ 2,000,000 OEM. A REGATTE ry LIMITAPPLIESPER• e1POLICY r I J J E& n LOC PRODUCTS -GOMP /opC;,C, $ 1, 000 000 3 AUTOMOBILE X Z LIABILITY Mre AUTO ALL oWNJE.D AJTCIS SCHEDULED AVM HIRED AUTOS NON- OWNEDAITCS 05360078 -0 04/25/09 04/25/10 COMBINED SINGLE LIMIT (Ea etched) $ 300 000 BODILY INJURY IPor porocn) $ , LY My (Peteuctidard) ' $ PROPER y DAMAGE (Pereec:tleld) a r3APAGELIABILITY .... ANY AUTO ONLY- EAree: to $ OTHER THAN EAACC $ ALIT° AG . $ - - EACEJMBRELLA LIABILITY -I OCCUR ❑ CLAIMS MADE . EACH OCCURRENCE AGGREGATE $ GROIICTISLE RETENTION $ $ wot;'Y.ERSCOMPENSATIONANO EMPLOYER& LIABILITY mot MICOCIET0R1FARTNER43rECLITN0 r]FFICIMMEMEEP EIrCLLIC DT 11yye��5. dysr)naa rmdnr sPEGVL PROVISIONS Mom TORY LIMITS C E.L EACH ACCIDENT $ E.L. DISEASE • EA EMPLOYEE $ El DISEASE - POLICY LIMIT $ O IHER oRscPIPTt4N OF OPERATIONS t LOCATIONS f VEHICLES/ EXCLUSIONS AODF.D BY ENOrEEMENT S PECIAL rROVIEIONE CERTIFICATE HOLDER CANCELLATION --__ 1rLTLc Shores Villa a 10050 NH 2 Avenue Miami Shores, FL 33138 fx (305) 756 -8972 1 SHOULD ANY CR' THE ABOVE DESCRIBED POLICIES BE rANC LLLLED 2EFOP.E THE EXPIIRATIQN DATE THEREOF. THE MIAMI IN$L1REI7 WII ENDEAVOR TO MAn. 30 DAYS WRITTEN NOTICE TO TIE CERTIFICATE BOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SI-w.L IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES. AI I11-1ORI7ED REPRESENTATIVE 04/08/2010 16:09 3052327850 CoVERAG ACORD25(2001/0s) 4/8/7071) 2 :04 PM PROM: CPC CPC Vinan.1N1 BeEvioea Iee TO 306 232 - 7950 r OACORD CORPORATION ins PAGE 01/02 Am 2010 METRO-DADE FLAMER BUILDING BUILDING CODE COMPLIANCE OFFICE (Bt3CO) ITE ... 140 WEST EL GLER STREET, SU 1107 PRODUCT CONTROL DIVISION R y. � MIAMI, FLORIDA 33130 -1563 ( ^' n (305) 375 -2902 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA J ti ® �`� 1 wwwjniamidaude.uov/buildinacode PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of won materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "730" .Aluminum Sliding Glass Doors w/ wo Reinforcements - L.M.1. ' i APPROVAL DOCUMENT: Dr CtVmg — No 1, titled Alum. Sliding Cha s lloor, sheets 1 through 19 of 19, dated 04/18/05 with revision "T" dated 12/13/07, prepared by PGT Industries, signed and sealed by Lucas A. Turner, P: E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. M ISSILEIMPACT RATING: tar a and Small Missile Impact Resistant LIMITATIONS: I. 90 Degree Doors Must Be Reinforced Regardless Of Design Pressure. 2. Refer To Table In Sheet 3 For Positive Design Pressure Limitation Verses Sill Height LABELING: Each unit shall bear apermanent label with the manufacturer's name or logo, city, state and following statement " Miami -Dade County Product Control Approved ", unless otherwise noted hem • • REVISION of this NOA shall be considered after a renewal application has been fibiutal there hasbees no change in the applicable building code negatively affecting the performance of this. : , , •- TERMINATION of this NOA will occur after the expiration date or if there has bead ti` • in the materials, use, and/or mire of the product or process. Misuse of this NO h as of any product, for sales, advertising or any other purposes shall automatically �- oaf , s to comply with any section of this NOA shall be cause for terffiination and removal of ejt.• ADVERT: The NOA number preceded by the wo is Mme followed by the expiration date may be displayed in advertising literature. If displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manurial= of its ••••• distributors and shall be available for inspectkm at the job site at the request of the Buildmg OfficiaL This NOA mews NOA No. 07- 0511:06 and consists of this page 1 and evidence pages B-1 and Er-2, as well as approval The submitted documentation was reviewed by Jaime D. Gaston, P. E. COUNTY NOA No. 09- 0728.06 Expiration Date: November 11, 2014 Approval Date: September 30, 2009 Page 1 • .• • • • • • • • PGT Industries D. QUALITY ASSURANCE NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4406 -1, titled "Series Alum. Sliding Glass Door, Impact", sheets 1 through 19 of 19, dated 04/18/05 with revision "I" dated 12/13/07, prepared by PGT Industries, signed and sealed by Lucas A. Turner, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of aluminum sliding door, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-4159, dated March 25, 2004, FTL -4161, dated March 26, 2004, FTL -4162, dated March 30, 2004, FTL -4163, dated March 25, 2004, FTL -4171, dated March 29, 2004, FTL -4454, dated Jan 31, 2005, FTL -4524, dated Jan 31, 2005, and FTL -5084, dated October 17, 2006, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 06-0523.03) C. CALCULATIONS 1. Anchor verification and comparative analysis dated 10/01/07 and last revised on 03/11/08, prepared by PGT Industries, signed and sealed by Lucas A. Turner, P. E. Complies with ASTM E1300-02/ 04 (Submitted under previous NOA No. 07 -0511.06) 1. Miami Dade Building Code Compliance Office (BCCO). • •••• • • • • • • •••• • • •• • • • E. MATERIAL CERTIFICATIONS • ' • •• • 1. Notice of Acceptance No. 09- 0312,03 issued to E.I. DuPont Deng:Frs & Cp„lnc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, eXpiling on 01414/4 • 2. Notice of Acceptance No. 09- 0312,02 issued to E.I. DuPont DeNerows & Qw, p. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12711'/10. • 3. Notice of Acceptance No. 09-0127.13 issued to Solutia Inc, for "Sblifia Interlaygr • • for laminated glass ", approved on 03/04/09 and expiring on 03/64/14, • : • • " • • • E -1 • • • • • •••• • • •• • • •••• Jaime D. Gascon, P. E. Met Product Control Division NOA No. 09- 0728,06 Expiration Date: November 11, 2014 Approval Date: September 30, 2009 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2007, dated July 21, 2009, signed by Robert L. Clark, P. E. 2. Statement letter of conformance and no financial interest, dated October 01, 2007, signed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 07- 0511.06) 3. Laboratory compliance letter for Test Report No.'s FTL -4159, dated March 25, 2004, FTL -4161; dated March 26, 2004, FTL -4162, dated March 30, 2004, FTL -4163, dated March 25, 2004, F rL -4171, dated March 29, 2004, FTL -4454, dated Jan 31, 2005, FTL -4524 dated Jan 31, 2005, and FFL -5084 dated October 17, 2006 all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 06-0523.03) G. OTHERS 1. Notice of Acceptance No. 07- 0511.06, issued to PGT Industries for their Series "730 Aluminum Sliding Glass Doors w/ wo Reinforcements ", approved on 04/03/08 and expiring on 11/11/09. 2. Test proposal No. 06-0114, issued to PGT Industries for their Series "730 Aluminum Sliding Glass Doors w/ wo Reinforcements ", approved on 04/14/06 by BCCO. E -2 • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • ••• •• • • • • • • •• • J D.Gasc'n,P.E. Chief, Product Control Division NOA No. 09-0728.06 Expiration Date: November 11, 2014 Approval Date: September 30, 2009 • • • • • • •. • • • • ge- •••• GENERAL NOTES: IMPACT SLIDING GLASS DOOR (ALUM. REINFORCED / NON - REINFORCED) 1. GLAZING OPTION TYPES: (SEE DETAILS ON SHEET 2) A. 7/16" LAMI COQ C8 EXT. UTE OF 3116' ANNEALED GLASS AND (1) INT. LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORTS FTL -4169 AND FTL -4461. B. 7116' LAMI CONSISTING OF (2) LITES (1 EXT, 1 INT.) OF 3 HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. C. 7116" LAMI CONSISTING OF (1) EXT, LITE OF 3/16" ANNEALED GLASS AND (1) 1NT. LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXAKEEPSAFE MAXIMUM PVB. TEST REPORT FTL- 4171, D. 7116' LAMI CONS1STSMG OF (2) LITE9 (1 EXT„ 1 INT.) OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PVB. TEST REPORT FTL -4171. E. 1 1146" LAMI I.G. CONSISTING OF (1) LITE OF 3116' TEMPERED GLASS OUTSIDE, 7/16' AIR SPACE AND (1) 7116' LAMI GLASS ASSEMBLY INSIDE. THE 7116' LAMI COMPONENT IS REM C ABOVE. TEST REPORT FTL- 416 F. 1 1/16• LAMI 1.G. CONSISTING OF (1) UTE OF 3116' TEMPERED GLASS OUTSIDE, 7116' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE. THE 7/16' LAMI COMPONENT IS ITEM 0 ABOVE. TEST REPORT FTL -4162. G. 9/16' LAM! CONSISTING OF (2) UTES (1 EXT.,1 INT.) OF 1/4" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYOLAS PLUS (SOP) INTERLAYER. TEST REPORT FTL4163. 2. CONFIGURATIONS: SEE SHEETS 4 AND 5. REINFORCEMENT REQUIREMENTS SEE NOTE 2, SHEET 3. 3. DESIGN PRESSURES: (SEE TABLES 1 THROUGH 6, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-12. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE DETAILS SEE SHEETS 15 THROUGH 19. 5. SHUTTERS ARE NOT REQUIRED. 6 INSTALWTION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 7. REFERENCES: TEST REPORTS FTLr4159, FTL -4181, F R • 4182, FTL-4163. FTL.4171, FTL.4454, FTL-4524 AND FTL-5084. ELCO TEXTRON NOA: 040721.01, 034225.05 ANSUAFSPA NDS FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL 6. SERIES/MODEL DESIGNATION EDD730, 2 -TRACK VERSION ALSO PREVIOUSLY REFERRED TO AS SGD70. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (NVhIZ). •• ••• • • • • • •• 10. DOOM SIZES MUST BE VERIFY FOR Ca1VCIACICii A TI:Ec RESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. • • • • .• ••• • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA DRAWING MAP SHEET GENERAL NOTES..._....„.1 GLAZING DETAILS..._....... 2 DESIGN PRESSURES.._ „. 3 tXUMFIGURATI NS._ 4-5 HORIZ. SECTIONS............ 9.11 PARTS LIST.._........„ ..12 IONS ..........» .1314 REN1E/ .'T r !9lf4W WPAi p we : � - WOW =sAMCRUSE _ =NOB I. NORMS. PI. 01270 P IiQ PL /271 GENERAL NOTES AND MAP ALUM. SLIDING GLASS • • • IMPACT •cres• twss. 44064 PRODUCT 7ZL MO la c oMPIYMIPAlh OW HMOS 11 COW) Arcerstanos l.pt 11, 41moJa COMM Lucas A. Toner, P.E. PE 058201 tiachwical EXTERIOR 7/18" NOM. 3118' ANNEALED GLASS .090 SGP INTERLAYER 3118' HEAT STRD. GLASS .591 NOM. GLASS BITE 7/16" LAMI GLASS (SGP), GLAZING TYPE A EXTERIOR EXTERIOR 7/18" NOM. 3/10" HEAT STRD. GLASS .090 SGP INTERLAYER 3/18" HEAT STR'D. GLASS .591 NOM. GLASS BITE 7/16" LAMI GLASS (SGP), GLAZING TYPE B 7/18" NOM. 3/18° ANNEALED GLASS .090 PVB INTERLAYER (NOTE) 3/18° HEAT STR'D. GLASS 0 0 111 • F� Q� • • • • • • 7/16" LAMI GLASS (PV), 4EA1IN:G - kited NEM • • • .GLASS BITE • • •• •• • • • • • • EXTERIOR EXTERIOR 1 1118° NOM. 1 1/16" LAMI I.G. GLASS (PVB) GLAZING TYPE E NOTE PVB INTERLAYER IS DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM. .591 NOM. GLASS BITE 3/18° TEMPERED GLASS AIR SPACE 3/16° ANNEALED GLASS .090 PVB INTERLAYER ( NOTE) 3!18" HEAT STR'D. GLASS .591 NOM. GLASS BITE 7/18" NOM. 3118° HEAT STR'D. GLASS .090 PVB INTERLAYER (NOTE) 3/18° HEAT STR'D. GLASS . 7P16" LAMI GLASS (PVB), GLAZING TYPE D EXTERIOR EXTERIOR 1 1/18° NOM. .591 NOM. GLASS BITE 1 1/16" LAMI I.G. GLASS (PVB) GLAZING TYPE F 9/16° NOM. 1/4" HEAT STR'D. GLASS .090 SGP INTERLAYER 114" HEAT STR'D. GLASS 3118° TEMPERED GLASS AIR SPACE 3!16' HEAT STR'D. GLASS .090 PVB INTERLAYER (NOTE) 3/16" HEAT STR'D. GLASS °D 8a WyC Miami Divisi PRODUCT RF.t4EPWF.D as cmust ins, with die 1.1mr nu ldi e' Coo Aeccoumaa Miami Division 9/16" LAMI GLASS (SGP), GLAZING TYPE G Zak limadeis FX 1•■aBF Nosidis FZ FJL FJC BIN wwas 11 1 COKIPHIA Aft 100607 ws 187801 0 8!04 O SEPARATED (RAMOOETAIS AND AWED CABS tYP&001101 MON NO comers nrie . . • • • • • • • • • • No aswevna • • • • • • BBS • • • • • • • • 4nses I • •• • •• • • • •• •• • • 1078 IEGHNOLOGY DRAW Nd67MB, 8. 9198 P.O BOX 1620 NOKOSIA FL 94274 etr;1 Visibly Better GLAZING DETAILS Iwo ALUM. SLIDING GLASS DOOM IMPACT Wang& s aE! Dm411• SOD7O0 I 2 0 18 I 4409.1 Linn A. Tuner. P.E. PE Mat Mecl *al SEE NOTE 1 FA t 3.500" +80 PSF 2713" +40 PSF 2.43T +40 PSF CORNER AND STRAIGHT DOORS WITH EXTENDED SILL, 3 112" HIGH (REINFORCEMENT REQUIRED) A. 59, FTL-4181: 7/18 LAMI (3/18A EXT. +.090 SGP +3/1814S 94T) SEE REINFORCEMENT DETAILS ON SHEETS 9 & 10 B. FTt. -4163, FTL-4181: 7/16 LAM! (3/16HS EX +.090 SGP +3118HS (N) G. FTL -4183: W16 LAMI (114HS EXT. +.090 SGP +114HS INT.) 54° B,G 60« (5Q) BAG 24 (20)' E.F 30 . _ C.D, E,F 36"(3 )) C E . F DOOR HEIGHT 80 "F 38 ) A,B,G +70.0 -70.0 +70.0 -70.0 B +70.0 -70.0 +70.0 +70.0 +68.2 70.0 +80.0 +80.0 +80.0 -80.0 -80.0 -70.0 70.0 -70.0 -70.0 +70.0 -70.0 -70.0 +68.5 -68.5 70.0 +70.0 1 -70.0 -66.2 1 +82.8 -70.0 1 +70.0 80" (6 84° (7 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 98" (8 ) 102 (8 +70.0 -70.0 +70.0 -70.0 +60.0 +6'8.0 -68.0 -70.0 +70.0 -70.0 +70.0 +70.0 70.0 +70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +62.9 -62.9 -62.8 1 +58.8 -58.8 70.0) +70.0 70.0 +80.0 -80.0 +80.0 +80.0 GO" (7 I 96 " ( -80.0 - 61.0 +69.5 +70.0 +82.5 +80.0 +80.0 -70.0 -70.0 -69.5 +60.0 - 70.0 +60.0 -62.5 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +57.5 -57.5 +53.9 -53.9 +70.0 -70.0 +80.0 -80.0 +80.0 -80.0 - 80.0 -80.0 C.E -80.0 +78.7 78.7 + 74.7 44.7 +89.5 -69.5 42136)- D,F +80.0 -80.0 480:13 ' +8 ! 0 +80.0 C,E( +76.8 -76.8 '+J32 73.2 > 4A 1 +62.5 425 A OF +800 -800 • +80"0" -ebb +80.0 401.0 +80.0 -80.0 +60.0 +60.0 +58.0 +60.0 40.0 -60.0 -600 -60.0 .60.0 -58.0 -60.0 90° CORNER AND STRAIGHT DOORS MATH EXTENDED SILL, 3112" HIGH TABLE 2. (REINFORCEMENT- NOT REQUIRED -AT STRAIGH_T-_INTERLOCKS & ASTRAGALS) C. FTL -4171: 7116 LAMI (3/16A EXT. +•090 PVB +3/16HS INT.) D. FTL 7/16 LAMI (3116HS EX +.090 PVB +3/16H8 INT.) E. FTL4182 1 1116 LAMI LG., 3/18T CAP+7 /18 Apt SPACE +7 /18 LAMI (3/16A EXT. +.090 PVB +3/18HS INT.) F. FR.-4162 1 1/18 LAMI LG., 3116T CAP +7/18 AIR SPACE +7/18 LAMI (3116HS EXT.+.090 PVB +3/16H8 INT.) NOM. DOOR HEIGHT PANEL WIDTH Visibfr Pater 108" (9 +60.0 60.0 +60.0 .60.0 +60.0 .6.0 +60.0 +60.0 +54.4 -60.0 -60.0 -54.4 +60.0 f -60.0 114" (9 +60.0 +60.0 +60.0 +59.8 +60.0 +51.7 +60.0 NOT AVAILABLE .60.0 -80.0 -60.0 -59.8 -60.0 -51.7 -60.0 OH HEIGHT SEE NOTE 1 TABLE 1. 120" (10 +60.0 .60.0 +57.9 -57.9 +60.0 -60.0 +60.0 $0.0 +60.0 40.0 +49.9 -4.9 +60.0 5n.0 90° CORNERS REOU3tE REINFORCEMENT IN CORNER BASE STILES REGARDLESS OF THE DP TABLE USED: OH LENGTH agnien OH LENGTH 0H HEIGHT EQUAL TO 1 OR GREATER NOTES: 1. FOR DOORS WITH 2.438" OR 2.213 &ILL HEIGHTS: POSITIVE DESIGN PRESSURE IS LIMITED TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGACIVE PRE #RE NDT CHA WED. SEE VERTICAL SECTIONS, SHEETS 8 THROUGH e. POSITIVE DESIGN PRESSURES S10Vi 'l 1 IN TABUS AND 2 +� p WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH 'BLQCLTINQ O (ED r ABOVE); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 2. SEE SHEETS 9 11 , R ASTRAGAL, CORNEA ASTRAGAL AND INTERLOCK REINFORCEMENT DETAILS REFERRED TO IN TABLES 1 AND 2 ABOVE. F p T DESIGN PRESSURES ... ',�.- ZEN. SLIDING GLASS DOOR, IMPACT irksteash IiD 3 • f I """` 4408.4 r-,-- PRODUCT REVI$isO yfAg a ith the F4omia Mints= Noiataide wog!, T (.0 • the Solids Is oswastris,q 3uiS3u 6 Cads No Lucas A. PE REM Morlirical 3/t( /ter CONFIGURATION 0 XP orPX 00 OX or X0 BY -PASS pop XXBY -PASS FOX or )0(p XYX BY -PASS 000 COO BY -PASS PO or 0/0%p 0)0C or M BY -PASS 0OX or X00 BY -PASS 0)0Cor /OD BY -PASS )00( BY -PASS p)00(Q)000 0/0( or MD BY -PASS 0000 OM BY -PASS 0)000 or p)000 p)000(or )00043 BY -PASS /000C BY-PASS pP 000Xor X000 BY -PASS 0070X or X10D0 BYPASS OXIO(or X10® BY -PASS X100( BY -PASS NOM XI00fp )0000(BY -PASS Pip X10000( BY -PASS pX)p )0000000( isawanitir Fx M.•,ete Fx Fx F.K e1H& 4 ' °� m PANELS 1 1 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 5 8 8 8 8 TRACKS 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 4 4 4 4 4 3 3 3 4 4 AVAI eta E IN 90 CORNER NA ✓ NA NA NA NA NA NA MAX. HORIZ. DLO TYP., SEE NOTE 6 • • • • • limalaa boo iriter Fonarff .•. WOW Mtn 0 Mama aolane N 1 ��M6fE s ilolE2 ADD EVAPL8CQMIE INIMOIE MOM 060r9IA1psw 404 t • • • • • . • • MoowreeT 4 EEr • ••• • • • • •• .. • •• •• • • .�. • . •• • • • — POCKET D pX OR Xp IH MAX. HORIZ. DLO 1 1 TYP., SEE NOTE 8 XO OR OX 11770 I 0GYa NW NO O IS. FL 341173 P.O. Igg 1329 NOKOMB` A.3Q74 IE 391/4" TYP. 12" C/L 12" 1 DLO HEIGHT = DOOR HEIGHT - 71/4' DLO WIDTH = NOM. PANEL WIDTH - 4 9/18' TABLE 3. (LOWER CASE p REPRESENTS POCKET) NOTES: 1. FOR VERTICAL SECTION DETAILS SEE SHTS. 8-8. FOR HORIZONTAL SECTION DETAILS SEE SHTS. 9-11. 2, FOR APPROVED PANEL CONFIGURATIONS SEE SHEET 6. THESE CAN BE MIXED AND MATCHED FOR 90° CORNER DOORS TO A MAXIMUM OF (4) PANELS EACH SIDE OF CORNER. INSIDE OR OUTSIDE CORNER DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4). 3. FOR ANCHORAGE DETAILS SEE SI4EB+P6l1519! • • • • • . • • 4. MAX. HEIGHT FOR DOORS WITI3 UP TO 4.FT. (041 ")110M. WIGTI PP ELS IS 10 FT. (1201 MAX HEIGHT FOR DOORS WITH UP TO 5 FT. earj N0n 111ini CAR 41 8 FT.498'). SEE TABLE 3 ABOVE.. 5. VERTICAL DAYLIGHT OPENING FOR 18 FL HIGH (1261 DDORSIS 112 3/4° MAX. AND FOR 8 FT. HIGH (98") DOORS IS 88 3/4" MAX. (MAX. DLO HEIGHT is DOOR HEIGHT - 71/4') 8. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (60") WIDE PANELS IS 55 7/18' MAX. AND FOR 4 FT. (48") 7. FIXED PANELS CKT (MAX. DLO L{4TD ET T �A�SILL OF ALL FIXED PANEL ( INTERLOCKS. SEE SHEET 10 FOR DENAIL4/IE!. • • • • • • &MST 1 1 POCKET MAX. HORIZ. DLO TYP., SEE NOTE 8 XXp OR pXX FIXED PANEL CLIP (ITEM 18) LOCATIONS, TYP. ON ALL FIXED PANEL SIDE RAILS lD B IB 1 f H[ 1H D- POCKET MAX. HORIZ. DLO TYP., SEE NOTE Gr pXXXO OR OXXXp EXAMPLE OX -X0 90° OUTSIDE CORNER MAX. HORIZ. DLO _ TYP., SEE NOTE 6 SEE NOTE 7 OXO lA F p EXAMS ELEVA17OfNS& 00NRSURATIOVWMENSIWVS ALUM. SLIDING GLASS 0008, IMPACT seem I NTS ` 4 + 19 I awsko 4408.1 I DLO, SEE NOTE 8 HT. E 4 ( OTOJCTPEVISSD ea complying whh tho Florida Budding costa pz,:tilhod Acceptance No Expitennn tf'G Division PRODULTRENtiWY a aompi7ct v ini the ESonda AB,rsN J Mani LEA. Turner, P.E PE met Georg r -- Ff r j (I IF p Hr A{ ' 1 . IA DLO, SEE NOTE i f 1 M S 5 NOT 1 CONFIGURATION 0 XP orPX 00 OX or X0 BY -PASS pop XXBY -PASS FOX or )0(p XYX BY -PASS 000 COO BY -PASS PO or 0/0%p 0)0C or M BY -PASS 0OX or X00 BY -PASS 0)0Cor /OD BY -PASS )00( BY -PASS p)00(Q)000 0/0( or MD BY -PASS 0000 OM BY -PASS 0)000 or p)000 p)000(or )00043 BY -PASS /000C BY-PASS pP 000Xor X000 BY -PASS 0070X or X10D0 BYPASS OXIO(or X10® BY -PASS X100( BY -PASS NOM XI00fp )0000(BY -PASS Pip X10000( BY -PASS pX)p )0000000( isawanitir Fx M.•,ete Fx Fx F.K e1H& 4 ' °� m PANELS 1 1 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 5 8 8 8 8 TRACKS 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 4 4 4 4 4 3 3 3 4 4 AVAI eta E IN 90 CORNER NA ✓ NA NA NA NA NA NA MAX. HORIZ. DLO TYP., SEE NOTE 6 • • • • • limalaa boo iriter Fonarff .•. WOW Mtn 0 Mama aolane N 1 ��M6fE s ilolE2 ADD EVAPL8CQMIE INIMOIE MOM 060r9IA1psw 404 t • • • • • . • • MoowreeT 4 EEr • ••• • • • • •• .. • •• •• • • .�. • . •• • • • — POCKET D pX OR Xp IH MAX. HORIZ. DLO 1 1 TYP., SEE NOTE 8 XO OR OX 11770 I 0GYa NW NO O IS. FL 341173 P.O. Igg 1329 NOKOMB` A.3Q74 IE 391/4" TYP. 12" C/L 12" 1 DLO HEIGHT = DOOR HEIGHT - 71/4' DLO WIDTH = NOM. PANEL WIDTH - 4 9/18' TABLE 3. (LOWER CASE p REPRESENTS POCKET) NOTES: 1. FOR VERTICAL SECTION DETAILS SEE SHTS. 8-8. FOR HORIZONTAL SECTION DETAILS SEE SHTS. 9-11. 2, FOR APPROVED PANEL CONFIGURATIONS SEE SHEET 6. THESE CAN BE MIXED AND MATCHED FOR 90° CORNER DOORS TO A MAXIMUM OF (4) PANELS EACH SIDE OF CORNER. INSIDE OR OUTSIDE CORNER DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4). 3. FOR ANCHORAGE DETAILS SEE SI4EB+P6l1519! • • • • • . • • 4. MAX. HEIGHT FOR DOORS WITI3 UP TO 4.FT. (041 ")110M. WIGTI PP ELS IS 10 FT. (1201 MAX HEIGHT FOR DOORS WITH UP TO 5 FT. earj N0n 111ini CAR 41 8 FT.498'). SEE TABLE 3 ABOVE.. 5. VERTICAL DAYLIGHT OPENING FOR 18 FL HIGH (1261 DDORSIS 112 3/4° MAX. AND FOR 8 FT. HIGH (98") DOORS IS 88 3/4" MAX. (MAX. DLO HEIGHT is DOOR HEIGHT - 71/4') 8. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (60") WIDE PANELS IS 55 7/18' MAX. AND FOR 4 FT. (48") 7. FIXED PANELS CKT (MAX. DLO L{4TD ET T �A�SILL OF ALL FIXED PANEL ( INTERLOCKS. SEE SHEET 10 FOR DENAIL4/IE!. • • • • • • &MST 1 1 POCKET MAX. HORIZ. DLO TYP., SEE NOTE 8 XXp OR pXX FIXED PANEL CLIP (ITEM 18) LOCATIONS, TYP. ON ALL FIXED PANEL SIDE RAILS lD B IB 1 f H[ 1H D- POCKET MAX. HORIZ. DLO TYP., SEE NOTE Gr pXXXO OR OXXXp EXAMPLE OX -X0 90° OUTSIDE CORNER MAX. HORIZ. DLO _ TYP., SEE NOTE 6 SEE NOTE 7 OXO lA F p EXAMS ELEVA17OfNS& 00NRSURATIOVWMENSIWVS ALUM. SLIDING GLASS 0008, IMPACT seem I NTS ` 4 + 19 I awsko 4408.1 I DLO, SEE NOTE 8 HT. E 4 ( OTOJCTPEVISSD ea complying whh tho Florida Budding costa pz,:tilhod Acceptance No Expitennn tf'G Division PRODULTRENtiWY a aompi7ct v ini the ESonda AB,rsN J Mani LEA. Turner, P.E PE met Georg D HAND LM LH. INTERLOCK ASTRAGAL BASE TIE RIGHT INTERLOCK - -2 W/MALE ADD-ON G LLO LM W/MALE�AD� K PE �E INTERLOCK INTERLOCK GR p DOUBLE OPERABLE RP I IN: AN INTERLOCK Y LQCKSTILE FD(EDD PR LH. INTERLOCK INTERIOR CONFIGURATIONS) EXTERIOR Lb DOUBLE INTERLOCK I FIXED °+� ° CI LOCKSTTLE YR INTERLOCK DOUBLE 1 INTERLLOCCK ._ LOCKKSSTIILE 0 INTERLOCK SD INi>LIL J OPERABLE LOCKSTILE DOUBLE INTERLOCK ASTRAGAL BASE DS INTERLOCK U W ASTRAGAL ADD-ON � I•— INTERLOCK - LOCKSTILE W INTERLOCK DOUBLE a ASTRAGAL BASE ADD-ON T ASTRAGAL BASE W/FEMALE ADD-ON V Z 1 a WIFEMALE PDI CU LOCKSIILE AVM INTERLOCK ADD-ON DC INTERLOCK _ CORNER BASE STILE W/MALE W/OUTSIDE CC RECEIVER STILE WR w/ � — .101 1 CD W RECEIVER 'i■;— I I OUBLE STILE INTERLOCK R F LOO(STILE DA INTERLOCK S CORNER ICI °�' INTF INTERLOCK W RECEIVER STILE a.a�.:r- 4 ;atvi:1�tFaFtorit4� Dw'.� S G s g:P �'" �rs m D _ ri,�I- �, x ' 11 '" I/ S FIXED LOCKSTILE ASTRAGAL BASE ADD-ON CORNER BASE WflN E CORNER STILE RECEIVER EIVER STILE STILE w. { WIFEMALE " DOUBLE �� INTERLOCK K INTERLOCK LH. DQ INTERLOCK CORNER BASE STILE LOCKSTILE 1 W /CORNER LOCK STILE L •• •.• • • • • LH. INTERLOCK • • • • • • • •• • e • • W/FERALE ADD ON • •• QD CORNER BASE W/COF(NER LOCK STILE 370.E — -� DOUBLE ; : • ,,;, , - Divumm INTERLOCK FC FIXED LOCKSTD.E •• .e. e COQ BASE STILE CORNER STILE AC FDCED LOCKST CORNER BASE STILE ; /� q 30( tk Lucas a Turner, PE. IU I WIOUTBIDE RE�EIVER EI RNE �? WnN EI E R VER STILE RECEIVER CF COIBVER BASE WW RECEIVER • • • • • STILE • • • • • . - • • • • • • • • • TILE CA CORNER BASE W/INSIDE CORNER RECEIVER STILE STILE AD FIXED AEI= • ; • • • e ' • • LOCKS LOCKSTILE FA EIL AIL 1 1 IS NOCHANGE7M8&ff0ET 1070 PO. mg 1524 NOM q 34274 VW* , °.°� PANEL TYPES • • • warr►ed6i . • • • • • • rs ALUM. SLIDING GLASS DOOR IMPACT No araenas I • r • • • ... • • • • • Oen RIG e • • • • • • a • • •. • • •ssi•!A ' 0•70730 I NTSI 6 d 18 I 4409 -1 I TYP. VERTICAL SECTION SHOWING ONE ACTIVE PANEL AND ONE FIXED PANEL SEE NOTE ABOVE ASTRAGAL SIDE RAIL 0 0 0 0 0 EXTERIOR OPTIONAL, AVAILABLE ALL ORIGINAL 2 -TRACK tI5NPhDR4114N% • • • • • • • •• ••• •• • • • C J EXTERIOR INTERIOR [> • (ALL SECTIONS) • • • •• • • • • • • • • 9 RTICAL SECTION SHOWING • tWO ACTIVE PANELS 2.438' SEE NOTE ABOVE NOTE: REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. ASTRAGAL SIDE RAIL PRODUCT �T'ng w s ilis Florida Ekuldorg Co a• Control Division PROn7.N" r 112arIVF.'7 a efi :i yu:a W4.1 Om Florida Regime coriu 77' BY l; Miami Division Revalue oar FX Y71i07 R udeR oar FX 1074 Rand 4r Salr FJC 12!4117 am* C W 8JD4 MONNERENOSLEX SIIaFRPOSPRESSURE AWOL M. TABLE ANDPOSMVEDP REFERENCE TO NOTE NOSH/VW DMSHEET rugs RUES 1070 TEO!@IIQI o0YNEVE* 44,114:102 9,•�, • ._ • •• •• • • . •• •• VERTICAL SECTIONS, ORIGINAL 2 TRACK ALUM. SLIDING GLASS DOOR, IMPACT 1/2 grab s 19 �� 4406-1 LUCRE A. Turner, P.E. PE litii201 Meuwdaa •• ••• • • • • • • • • • • • • • • • • • • : q • e4 2•TR;1CK EFIAME WITH SCREEN RAIL a EXTERIOR INTERIOR C> • L SEC?1ON N • TYP. VERTICAL SECTION SHOWING ONE : • : : • : T.14P:1IERTICAL SECTION SHOWING ACTIVE PANEL AND ONE FIXED PANEL WI SCREE11t • • •. • • • • TM ACTIVE PANELS WI SCREEN ALTERNATE 2 TRACK FRAME W1 SCREEN RAIL NOTE: ITEM 61 OR 62, SILL RISERS ARE AVAgABLE AU. CONFIGURATIONS. REFER TO NOTE 1 AND SIU. HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. roo, C' Rvh haTlnti� ip corsn7+� iliOnSC ■X Expin 4 —'4 A PI nion By I pow corona PRODUCT R!NUWFJ) ascoanAying Da Florida Dail:Nog Carla u No Expiossion Division c 30 * krona, rabra•e PA VW" O EO'MDN M AND EXIEN00710HATION& option FR maw H ADD SALKTiBLEAND NOM GPRE TD NOM w+.aegr Onse P•r4we F.0 WOW NO OWE D 9 SHEET PJL tow £L a 4I I 1070 TECHNOLOGY OHNE • makoitA FL NO% • .oemr • • • wan £. 74. • •• •• • • .• • - VERTICAL SECTIONS, 2 TRACK ALUM. SLIDING GLASS DOOR, IMPACT !�•�ltasE Burl M • 9o�e �• •s i• sm73oo 1 1/2 17 • 19 I 44004 1 l I Lucas A. Tomer, P.E, PE lifili201 Pdaaliariloal 0 • 0 0 • • • • • • Q 0 VERTICAL SECTIONS, 3 & 4 TRACK ALUM. SLIDING GLASS DOOR, IMPACT assnesoesayno I I ansi B d 19 I 4406-1 0 0 Ld%P7 IR.. Paoli* aft FX EXTERIOR FX Rost* FX Oiata•air O•• FJC WN&04 Mari gaffe WWI pat OF NM Otle fWWISV7 OI•d•Stln EXPAND WYE MD WU 017ENDER NOTATIONS. Ares .LKT. TAKE AND POS1TWFDP REFERENCE TO NOTE NO CHANGE TM S MEET iJ 44695 ASTRAGAL SIDE RAIL 2.717 SEE NOTE ABOVE • • • • • • • • • •• ••• OPTIONAL ON 3 OR 4 TRACK FRAME --017, S20 or S4 EXTERIOR •• • • • roT t q 34 H • lEt • • • • ••• • • • ••• • • RA 526, S19 or S RA R A OPTIONAL ON 3 OR 4 TRACK FRAME EXTERIOR INTERIOR E> it SECTIONS • • • • TYP. VERTICAL SECTION SHOWING . • • • :: ZYP: XERIICAL SECTION SHOWING THREE ACTIVE PANELS W/O SCREENS • •'FrleiR ACTIVE'PANELS WI SCREEN TRACK 3.500' SEE NOTE ABOVE NOTE: ITEM 81 OR 82, SLL RISERS ARE AVAILABLE ALL CONFIGURATIONS. REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. ASTRAGAL SIDE RAIL PRODUCT REVISED es camPlYing F'1•rfde LNo 2 Zo .OG E� torow'OW . JeV 17 Miand Dtvisioa PRODUCT RENEWED Florida lte as st�:t -3T8 wife Building Code Aaeepuu! a Ne Miami Division Lucas A. Turner. P.E. PE 4ii9201 Mechanical (1I FOlq- 3, 58, 59, 60 or 69 S18,S21 or S24 SECT. A-A FIXED STILE AT JAMB (OUTSIDE) LOCATED AT VERTICAL CENTER, IT FROM TOP AND BOTTOM OF FIXED PANELS (3) REQ'D 8 , 66, 67, 68or71 O ITEM BB SHOWN ITEM 824 SHOWN SECT. B -B DOUBLE & SINGLE INTERLOCK SECT. C-C • • • • MOVABLE TO MOVABLE ASTRAGAL (INSIDE• . 27 INTERLOCK REINFORCEMENTS REQ'D W/ USE OF TABLE 1, SHEET 3 I� X 8, 88, 67, 68 or 71 ITEM 824 SHOWN • j8,S21' • or'S24 • • •• J 3, 58, 59, 60 or 69 SECT. D -D MOVABLE INTERLOCK AT P -HOOK 17 • ASTRAGAL REINFORCEMENTS REQ'D WI USE OF TABLE 1, WET 1. • SECT. E -E • „: • • 00VABLE STILE AT JAMB (INSIDE) EXISTING STRUCTURE / 60 or 69 INTERIOR (ALL SECTIONS) EXTERIOR PRODUCT REVISED ode as complying Building Code peceptinrce Expiration Darew00/4 By ( Miami D Control D;:-tsbD PRODUCT RI> `kE11 rra ra .a. l.•, g with the Florida Ascgtaa . N' EntgraCus lk.;cfh Miami Dade Product C »moo 1,T77' 7 k ; 34Vof FJC Rend Br FJC FJC nsmeF F.IC bars 1111107 WIC 107bG/ Raiskes 0 Rabb: fameixa usdBte twc+atNGE7W WWET MANY DP TABLE REFERENCE FOR 090110NS IMMOG4 awpwNGETH1 MEET 4184! 1070 TECHNOLOGY DRIVE I n e "1 FL 342 • Jx • • • ••• • • HORIZONTAL SECTIONS Me ALUM. SLIDING GLASS DOOR, IMPACT I 1/2 I 9 a 19 lo••ao•d 4406 -1 rl - Lutes A. Timaef, RE. PE 058201 Mechanical 58, 59, 60or69 0 LOCATED AT VERTICAL CENTER, 12° FROM TOP AND BOTTOM OF FIXED PANELS (3) REO'D ( 8or71 ITEM 88 SHOWN 66, 67, ASTRAGAL REINFORCEMENTS REQ'D W/ USE OF TABLE 1, SHEET 3 SECT. F -F MOVABLE TO FIXED ASTRAGAL (INSIDE) C ITEM 324 SHOWN S18,S21 � or S24 SECT. G-G FIXED STILE AT JAMB (INSIDE) INTERLOCK REINFORCEMENTS REQ'D W/ USE OF TABLE 1, SHEET 3 23 8a •• ••• • • • • • • • • • •• • • • • • •• ••• •• • • • • 3, 58, 58, 60 or 69 • • • • • • 3, 58, 59, C 60or69 — J I - iu n E 1011CA 'lour 1, 0 1 1 0 Am AT FIXED - FIXED CONFIGURATION DOUBLE & SINGLE INTERLOCK (NOT SHOWN IN SHEET 4 ELEVATIONS) 3, 58, 59, 60 or 69 ITEM 88 SHOWN 8, 66, 67, 68or71 ITEM S24 SHOWN t S i 8,S21 or S24 INTERLOCK REINFORCEMENTS REO'D WI USE OF TABLE 1, SHEET 3 U PRODUCT � R with dre Florida as m�Yi Building 9 t . aK� Cmaaol By Miami Division ss coact! Building Acceptors; No Bilmuliam 4 INTERIOR (ALL SECTIONS) EXTERIOR •6GT. H-H SECT. I-1 �r 1G E ' ' ' ' MOVABLE STILE AT JAMB (OUTSIDE) DOUBLE & SI6JG • • W • • • • CIi an): • 4 Vo R••dap FX Dix Warm Revilme NO CHANGE MIS SHEET UNIFY DP TAME R FOR SECIFIONS FF,H4f FREDPRFRIOCf NO MAINE TM MEEt t R M ••• • • *V/ bBwa: •• • ••• • • HORIZONTAL SECTIONS CONTINUED rye ALUM. SUDING GLOSS DOOR, IMPACT m aaaa•t Warr 6Na0 _N.. •m SGD730 la 1 10 a /9 I 4406-1 I I Limas A. Tumor, P.E. PE 0513201 Mechanical 3, 60or69 REINF. REQ'D W/ USE OF TABLES 1 AND 2, SHEET 3 O.elbr PA PA PA SECTION SCALE: 1/2 REINF. REQ'D W/ USE OF TABLES 1 AND 2, SHEET 3 Dna Aar Sabine 0 n FA 1/1104 soda* 4 atm DETAIL J - TYPICAL INSIDE 90° CORNER SECTION EXTERIOR EXAMPLE INSIDE 90° CORNER PLAN (4) PANEL BY (4) PANEL DOOR (BY -PASS TO BY -PASS SHOWN) nm arcanemn rNV►e PIOCHNAIED09 SHEET INTERIOR INTERIOR REINF. REQD W/ USE OF TABLES 1 AND 2, SHEET 3 SEE DETAIL J ABOVE SILL WIDTH 2 TRACK = 4.222` 13 TR/leIG = $.1j0` • • 1 • •• • • IRAQI= 8.03 • • ••• •• • • • SEE DETAIL I4ABO e • • • • • • • • • • • •sx RlO • • • • WHIM COMER PAW ITEIINUMBERS1 WNW 1111LE REPFORCHIENT 1070 TECHNOLOGY DRAG' •AINVAL10, FL NM • �M • • MOM • •• •• • ••• • • • EXTERIOR • B • • •• •• INTERIOR • 2.380 .125 — I" IP 1.700 4' V a' Illll[II�\I�I!� ji .090 80 - PANEL CORNER BASE STILE MAT I.: 6083 -T8 DWG# 4433 REINF. REM W/ USE OF TABLES 1 AND 2, SHT. 3 INTERIOR DETAIL K - TYPICAL OUTSIDE 90° CORNER SECTION EXAMPLE OUTSIDE 90° CORNER PLAN (4) PANEL BY (4) PANEL DOOR (BY -PASS TO POCKET SHOWN) PLAN SCALE: NONE CORNER DOOR, SECTIONS AND EXTRUSIONS ALUM. SLIDING GLASS DOOR, IMPACT a..rme a..•a. a ea* w, =, 500730 1 1/2 1 11 s 19 I 4406-1 I I 1.700 EXTRUSION SCALE: 1/4 81 - PANEL CORNER RECEIVER STILE 1.700 .125 3, 58,55, 80or69 MATL: 6083-TO DWG# 4433 2.502 j 82 - PANEL CORNER LOCK STILE MATL: 6063 -T6 , DWG# 4433 PRODUCT REVISED hlaida amerWhill with the Ball C•� 67y LC 1. fit BY mODll o5P:J I : t•riaa D4v S flP Central Lulls A. Turner, P.E. PE #58M1 Mechanical ITEM, DWG/ POT 0 1 812245 4302 4386 4303 4361 4314 4315 4385 4304 1155-1 4308 4383 4399 4398 4380 4381 4305A 4403A 4382 1235 4393 4357 4388 4387 4389 4392 4392 4392 4392 1049 1698 DESCRIPTION ORIGINAL FRAME, HEAD 2 3 7P4388 64303 SILL/HEAD WEATHER STRIPPING PAD ORIGINAL FRAME, SILL 4 64361 ORIGINAL FRAME, 3.500 SILL ADD ON 5 612254 ADAPTER, FIXED PANEL 6 64315 THRESHOLD COVER 7 71184 HEAVY DUTY 4 HOLE BUMP STOP 8 612247 ORIGINAL FRAME, JAMB 9 781PQA 08 X 1" LG. S. STL. QUAD/PHIL PAN HEAD 10 11 12 16 17 27 28 29 30 31 32 33 34 35 36 37 tirsaW FA FA 612249 64383 64399 64305 64403A 64357M 44387 44389N 7X10(1 MD(BSW) 7X021MD(BSW) 7)00 MD(BSW) 7X102MD(BSW) 71049 72048 W,K,S 7SGD4050 PANEL SIDE RAIL DOUBLE INTERLOCK INTERLOCK 13 64398 ASTRAGAL BASE 14 84380 FEMALE ADD-ON 15 64381 MALE ADD-ON TOP & BOTTOM RAIL P-HOOK FOR POCKET DOORS 18 84382 FIXED PANEL CLIP 19 87S16G WSTP .170 X.270 BACK, FIN SEAL 20 673933 WSTP .400 X.270 BACK, FIN SEAL 21 720X112X 1/4-20 X 1.50 PH. PAN HEAD S. STL. TYPE F 22 71420X114SHCSF 1/4-20 X 1.25 LG. SHCS S. STL. 23 71032XIFPFX 24 70834X 810-32 X 1" LG. PHILLIPS FLAT HEAD 18-8 S. STL. RECESS ADAPTER MOUNTING SCREW & HANDLES 88 X 3/4" LG. PHILLIPS PAN HEAD 18-8 S. STL. KEEPER MOUNTING SCREW 25 78Xi8PPT 28 71032INSERT 08 X 3/8 LONG PHILLIPS PAN HEAD TEK 10-32 ALUM THREADED INSERT ALUM. REINFORCEMENT .500 X 1.500 MOVNG/F»ED INTERLOCK END PLUG ASTRAGAL BASE END PLUG LOCKSTILE END PLUG TOP RIGHT STICKER COVER BOTTOM RIGHT STICKER COVER TOP LEFT STICKER COVER BOTTOM LEFT STICKER COVER TANDEM ROLLER 3/4' HOLE PLUG (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) 08-32 X 13/4" COLOR MATCHED HANDLE BASE SCREWS 38 7SGD2889 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE • • • (2)18-32 X1 3/4" COLOR MATCHED HANDLE BASE SCREWS • (1) MORTISE LOCK LATCH & KEEPER • • • • (1) STAINLESS MORTICE LOCK (1) MC DICHROMATE RECESS ADAPTER 39 B 7/16 LAMINATED GLASS - 3/161-IS EXIT. +.090 DUPONT SENTR` 1310 • PLUS NTERLAYER+3116HS INT. • • • 40 C 7/16 LAMINATED GLASS - 3/16A EXT. +.090 DUPONT BUTACIT{ • SAFLEX/KEEPSAFE MAXIMUM NTERLAYER+3/18HS INT. • • • • • • • • • ITEM 41 42 43 44 48 47 49 51 52 53 54 55 56 57 58 59 60 61 62 83 84 85 66 67 88 69 70 71 81 80 82 Si 84 S7 811 S13 S14 ;SCI • 818 S1 520 *S22 824 awe WW2= WSW? A awc tbaila WW1 ff REWF EANEN DINE47WRigYQMEATWORIMAflE 40AND pPOWW!ffBM 11170 AMA C1AIWYPXTAVT. WASS R8CIDE8118 8IX W 41, 4; 44 WOW W tegompice Phiglep FX thaw*. FJC Dale Uttarff adeg BMW Rafter I 10 OWNS NW MEET •Ii: • 4, ••• • • • DWGII D E F 1224 1225 4324 4395 1287 749 4356 A G 4375 4407 4408 4409 4410 4411 64412 84413 FRAME, 4 TRACK HEAD FRAME, 3 TRACK HEAD 4412 4413 64414 64415 FRAME, 2 TRACK HEAD FRAME, 4 TRACK JAMB 4414 4415 64416 64417 FRAME, 3 TRACK JAMB FRAME, 2 TRACK JAMB 64442 FRAME, 2 TRACK SILL W/ SCREEN RAIL 4416 4417 4442 64441 84443 FRAME, 2 TRACK HEAD W/ SCREEN RAIL FRAME, 2 TRACK JAMB WI SCREEN RAIL 4441 4443 4433 4434 4435 612258 612257 SCREEN, TOP RAIL SCREEN, BOTTOM RAIL 4317 4318 612258 612259 64428 SCREEN, SIDE RAIL SCREEN, MEETING RAIL SCREEN, DOUBLE INTERLOCK 4319 4320 4428 • SCREEN, ASTRAGAL SCREEN, ASTRAGAL ADAPTER 4344 4884 44488 4420 4421 4422 • 4433 •44E4 •. .4426 POT 0 IDE2CRIPTION 7/16 LAMINATED GLASS - 3118HS EXT.+.090 DUPONT BUTACITE OR SAFLEX'KEEPSAFE MAXIMUM INTERLAYER+3/16HS IPf7. 1 1/16 LAMI 1.G. GLASS, 3/16 TEMP - 7/16 AIR SPACE - 3/16A EXT. +.090 DUPONT BUTACTIE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER +3 /16HS INT. 1 1/16 LAMI I.G. GLASS, 3/16 TEMP - 7/16 AIR SPACE - 3/16HS EXT. +.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER +3 /16HS INT. DOW CORNING 899, 995 GLAZING SILICONE OR EQUIV. 6TP247 6TP248 6534801 64395 71267N 7BRKTM25 74356A : •84421 • 64:123 _ • • 64424 • • VINYL BULB WEATHERSTRIP (THICK) VINYL BULB WEATHERSTRIP (THIN) 7/16" LAMI GLAZING BEAD 1 1/16" LAMI I.G. GLAZING BEAD SETTING BLOCKS 1" X1/2" X1/8" THICK REINFORCEMENT SPRING CLIP FRIED PANEL ANGLE BRACKET 7/18 LAMINATED GLASS - 3/16A EXT. +.090 DUPONT SENTRYGLAS PLUS INTERLAYER +3 /16HS INT. 9/16 LAMINATED GLASS - 1/4HS EXT. +.090 DUPONT SENTRYGLAS PLUS INTERLAYER+1/4HS INT. 64375 9/18" LAMI GLAZING BEAD 64434 PANEL CORNER RECEIVER STILE (FEMALE) 64407 FRAME, 4 TRACK SILL 64408 FRAME, 3 TRACK SLL 64409 FRAME, 2 TRACK SILL 64410 FRAME, 2.713 STANDARD SILL ADAPTER 64411 FRAME, 3.500 SILL ADAPTER 84433 PANEL CORNER, BASE STILE 64435 PANEL CORNER, LOCK STILE (MALE) 8 SCREEN, 3 TRACK SILL SCREEN, 3 TRACK HEAD 64421 SCREEN, 3 TRACK JAMB SCREEN, 2 TRACK SLL 64422 SCREEN, 2 TRACK HEAD SCREEN, 2 TRACK JAMB SCREEN, 1 TRACK SILL 64828 • • 64428 • SCREEN, 1 TRACK HEAD SCREEN, 1 TRACK JAMB PARTS LIST Tim ALUM. SLIDING GLASS DOOR, IMPACT eriie•ie ar" e 0•11•A• • scmrfn NT �"' • • I eat s 19 I 4408 -1 • PRODUCT REVISED es coatrdylan web the Fide Rending Code a/411120 C.. Acceptance No Dtvi.bo> PRODUCT RIMMED iadiw; Cod Aoceptaneallo Miami Dada Product Coiwaf Division 3r/Va( Lucas A. Tomer, P.E. PE #58201 Mn i 1 - ORIGINAL FRAME HEAD 3 - ORIGINAL FRAME SILL MATL: 6083 -T5 MAT'L: 6063 -T5 DWG# 4302 DWG# 4303 .078 v 8 - ORIGINAL FRAME JAMB MAUL: 6083 -T5 DWG# 4304 .082 .078 5.357 4 1r 1 1.235 1.045 --+I S1 - SCREEN TOP RAIL (SCREEN FRAME) MAT'L: 6063 -T5 DWG# 4317 14 - FEMALE ADD-ON MATL: 6063 -T5 DWG# 4380 1.619 - f 1.045 5.177 fl -�r 2.435 fr U _1 .078 -14+- 1.700 10 - PANEL SIDE RAIL MAT'L: 6063 -T5 DWG# 4308 15 - MALE ADD -0N MAT'L: 6063 -T5 DWG# 4381 2.757 1.993 r .082 54 - SCREEN BOTTOM RAIL 1 1.993 (SCREEN FRAME) MATL 606345 DWG# 4318 .109 • 082 r 190 3.500 4 - ORIGINAL ADD ON SILL MAT'L: 6083 -T5 DWG# 4381 WALLS VARY FROM .060 TO 250 1.500 .062 .062 57 - SCREEN SIDE RAIL (SCREEN FRAMS) • • • • MAT'L 606345. : • • • • •• • DWG #4319 „ ;• 11 - DOUBLE INTERLOCK MAUL: 6063HS -T6 DWG# 4383 2.591 --0-1 1.670 �+- 16 - TOP & BOTT. RAIL MAIL: 6083 -T5 DWG# 4305A ' 1.019 r 1.872 .421 I -t I 1.800 0+ .082 5 - ADAPTER, FIXED PANEL MATL: 6063 -T5 DWG# 4314 .060 1.874 WALLS VARY FROM .080 -0- TO .125 1 1.019 .082 S11- SCREEN MEETING RAIL • • • • : (St E,EAFAIEl 1.872. • • • • . IC •1 V 4 3 I� • .062 -e-1872 •• ••• •• • • • •• • 0 -0.-1 1.423 • S13 - SCREEN DOUBLE INTERLOCK • • • , (SCREEN FRAME) • • • • „MATL: 6083 -T5 • • • DWG# 4328 .082 2.961 WALLS VARY FROM .080 TO .125 L L--f 12- INTERLOCK MAT'L: 8083HS -T6 DWG# 4399 18 - FIXED PANEL CLIP MATL: 6063 -T5 DWG# 4382 1.342 n 1.305 6 - THRESHOLD COVER MAT'L: 8063 -T5 DWG# 4315 1.500 I J .500 27 - ALUM. REINF. MAT'L: 8005 -T5 DWG# 4357 .050 S14 - SCREEN ASTRAGAL MAUL 606345 DWG# 4344 3.162 •� .063 1.988 E[ L 1.087 I .125 .557 LI 2.875 F+ 2.272 S15 - SCREEN ASTRAGAL ADAPTER MAT'L 6083 -T5 DWG# 4384 - Miami Dlvh Division 17 - P -HOOK MAIL: 8083 -T6 DWG# 4403A 2.700 2.961 13 - ASTRAGAL BASE MATE: 6063 -T6 DWG# 4398 PRODUCT REVISED an complying with the Florida Building Code AsorPronllo No 07-057/44 Expiration Date ®r ?RODUCT R} NEUiEI) F. compiling with the Mode Butdbm Colo Aetepta=0 A:a Eche= DO FX ResselSo FX FJC este enum rift 901607 mocroklaserresswar 116L6 Je.•Fls 0 Radials M Braids 1 asolee Ja0 !TEN flO DtaIt 800MNGETH001087 • D • • -Er .• • e v406 40a ••• • • •1 ••• • • EXTRUSIONS the ALUM. SUDING GLASS DOOR, IMPACT erdMdYt 880730 I7 S hide OanYIONs 13 d 19 I 4406 -1 Lucas A. Tomr, P.E PE #58201 Menharical 1.819 078 ---.I..- 68 - 2 TRACK JAMB MAT'L: 6083-76 DWG# 4417 r - 4222 1 �-1 .078 321 - SCREEN 2 TRACK FRAME JAMB MATL• 8063-76 DWG# 4423 68- 4TRACKSILL MAT L: 8063-76 DWG# 4407 r 6.130 L' r 4222 .078 -4- 63 - 4 TRACK HEAD MAT1.: 6083-76 DWG# 4412 2548 I 1235 L 1.619 .810 �z 1.819 1.810 - +A. - .078 S16 - SCREEN 3 TRACK FRAME SILL MAT L: 6063-76 DWG#4418 S22 - SCREEN 1 TRACK FRAME SILL MAT L: 6083-T6 DWG# 4424 La_ •• 1.619 • • .078 +!�- • 70 - FRAME. 2 TRACK HEAD WI SCR FINIS • • MAIL: 6083 -78 DWG# 4441 .078 - --4--- 64 - 3 TRACK HEAD MAT'L: 6083 -78 DWG# 4413 59 - 3 TRACK SILL MAIL: 6063.76 DWG'# 4408 . 078 S17 SCREEN 3 TRACK FRAME HEAD MATt: 6063 -T6 DWG# 4419 L'1 r- 1 � . 078 1 323- SCREEN 1 TRACK FRAME HEAD MAT'L: 8083 -T6 DWG# 4425 r--- 5.505 .078 --►�- 1.819 85 - 2 TRACK HEAD MAIL: 6083 -T8 DWG# 4414 3.810 Lr __ 3.810 � j 3.810 .078 =---�f 318 - SCREEN 3 TRACK FRAME JAMB MAT L: 8063 -78 DWG# 4420 n1283r 1.6199 ] 1. .078 S24 - SCREEN 1 TRACK FRAME JAMB MAIL: 6063 -78 DWG# 4428 1 ••• • • I • I • • I 1.235 • • •gm • ••• • • 61:- FRAME. 7 • TRACKsIAMBOHI SCRt RAIL MAT'L• 606346 DWG# 4443 r - 4.222 -.1 2.625 .078 80 - 2 TRACK SILL MAT'L: 808378 DWG# 4409 .078 69- 1 .078 2.713 1 81- STANDARD SILL RISER MAIL• 8063.76 DWG# 4410 .078 ----:-•-• 68 - 4 TRACK JAMB MAIL: 6083 -78 DWG# 4416 2.848 r 4 .810 .078 = - 319 - SCREEN 2 TRACK FRAME SILL MAT L: 6063 -T6 DWG# 4421 .494 -- 1.819 27 - ALUM. REINF. MAIL: 6005 -TS 1.500 DWG# 4357 1235 1 -- .018 820 SCREEN 2 TRACK FRAME HEAD MAIL: 608378 DWG# 4422 t 5.505 --�1 J . FRAME. 2 TRACK SILL WI SCREEN RAIL MAT L: 8083 -T8 DWG# 4442 .494 - r .078 Division ri d - 1 3.500 1 62 - 3.50' SILL RISER MATL: 808348 DWG# 4411 67 - 3 TRACK JAMB MATL:80633.16 DWG#4416 mower wivrwx• es complying oft Era Vradan Braiding Code x10.° .1, Expiration then - FR CpLv, T RSV/8D m ep ?;y:� . wi;Dfsv Honda RC -'a"' \�P/�v A r . Of . 8-10/4 Poxitrat Control tH� 34( 7 r Mad* Iry FA *YEW PA MAP now* OOP PA WPM 12m FK •oCW•LPAIssEEP • • • • • • • • • • A1pn_vRf_l1T • • • • • • • • • • AWN. DlEMT • • • • • • I NM • • 111E1IWEEZOS' • •L , 1 • 7 Baser EXTRUSIONS, FRAME ALUM. SLIDING GLASS DOOR, IMPACT sgone 174131474 • 19 l 1 L* asA. Tuner, P. S. PE MGM •mow • • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t xaoia3.11 I ao 1VENSISI J ANCHOR ANCHORS PER LOC. vt PER LOC. P-HOOK 0 ® JAMB t g 1 NOTES - HVHZ ANCHORAGE REQUIREMENTS: 1. APPROVED ANCHOR TYPES: 1, 1/4" ELCO TAPCON 2,1/4' ELCO SS4 CRETE -FLEX 3, 912 STEEL SCREW (G5) SEE SHEET 17 THROUGH 19 FOR ANCHOR INSTALLATION DETAILS. 2. (2) ANCHORS REQUIRED AT EACH HEAD, SILL AND JAMB LOCATION. (1) ANCHOR REQUIRED AT EACH P -HOOK LOCATION. P-HOOK ANCHOR LOCATIONS TO 8E STAGGERED 1" MIN. (BOTTOM ANCHOR TO BE 2° MIN. EDGE DISTANCE) AS SHOWN IN POCKET P -HOOK INSTALLATION DETAILS, SHEET 19. A3. MAX 96" HIGH DOORS WI PANELS UP TO 48" WIDE (TABLES 1 AND 2, SHEET 3) AND 120" HIGH DOORS W/ PANELS UP TO 48° WIDE (TABLE 1. SHEET 3). HEAD & SILL.. 81/4° MAX. FROM FRAME CORNERS AND 16 IT MAX. O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER PANEL FROM TABLE 3, SHEET 16. ®4. MAX. 66° HIGH DOORS W/ PANELS UP TO 60' WIDE (TABLE 1, SHEET 3). HEAD & SILL... 81/4' MAX. FROM FRAME CORNERS AND 2213/18° MAX. O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER PANEL FROM TABLE 3, SHEET 18. ®8. JAMBS AND P-HOOKS ANCHORAGE ALL DOORS. 8" MAX FROM BOTTOM AND 28' MAX. 0.0. AT THE ANCHOR QUANTITIES FROM TABLE 3, SHEET 18. 6. 'ANCHORS PER PANEL° ARE ANCHORS ON THE HEAD AND SILL BETWEEN CLUSTERS, OR BETWEEN A CLUSTER AND A FRAME JAMB / P -HOOK. I . — ASTRAGAL CL 81/4° MAX. 'A' DIM. MAX Q.C. 'A' DIM. MAX O.C. f 8 1/4' MAX EXTERIOR EXAMPLES OF HEAD AND SILL ANCHORAGE, STRAIGHT AND 90° CORNER DOOR I 'A' DIM MAX. 8 3/16' —�I O.C. MAX. (2) ® TYP. ANCHORS SEE PER LOC. DETAIL A i 90° CORNER DETAIL A ® HEAD & SILL i 3' MIN. 8 3/16° MAX. TYP. 'A DIM. MAX O.C. DETAIL B DETAIL C INTERIOR 1 MAX P-HOOK O.C. PER NOTE S. INTERLOCK �- 8 3/18' MAX TYP. 8 114" MAX • . !8 4' INTERLOCK CL 1 i/2" MIN. TYP. A' DIM. MAX O.C. 1 ••• • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • • • • •• •• T r MIN. TYP. A' DIM. —^� MAX. 1 O.C. PC A�BAi�. — � 7x rY'1I4 r - - - ! MAX �- MAX -+— MAX +- MAX. — �--+1 O.C. O.C. y O.C. TYP. EXTERIOR EXAMPLE 1 FROM TABLE 3, SHT. 18 (C8+4 (8) ANCHOR CLUSTER PLUS (4) ANCHORS PER PANEL (SEE NOTE 8 & EXAMPLE ANCHOR PLAN ABOVE) 1 MAX. JAMB O.C. PER NOTES. 1 8' MAX. TYP. 8114° T ® SEE 8 SEE ,. •I 3" MIN. DETAIL B DETAIL C TYP. HEAD AND SILL MAX. ANCHOR SPACING NOM. PANEL WIDTH 'A' DIM. '48' WIDE 183(8° .48' WIDE 2013/16' • • •• A' DIM. MAX O.C. • • A • • MAX O.C. • • 44IAIL 0.Q. • • • i i ..• 2-TRACK OUTSIDE 3 -TRACK INSIDE 4 -TRACK OUTSIDE E 2 FROM TABLE 3, SHT. 18 C8 +2)/ CORNER W/ C8 CLUSTER CORNER WI CB CLUSTER CORNER W/ C8 CLUSTER (8) ANCHOR CLfER PLUS (2) ANCHORS PER PANEL (SEE NOTE 6) EXAMPLE CORNER CLUSTERS ANCHORAGE SPACING ALUM. SLIDING GLASS DOOR, IMPACT ° { /6 d 19 r 44964 1 1/2' MIN. TYP. + MIN. TYP. A' DIM. MAX. r— INTERIOR D.C, lite cow/iv. co d. 414 2 .62 0 : °1.1468 ,a. A °K0 ovistarg 'MOULT R wi th the • cauxb'*� wi the fhuide 3ut:d�„‘ Rspireaitta Limas A. Turns. P.E. PEAMMOI Mechanical .... ....•. • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8IS 1WAV JON 3dAL SSVIO GLASS TYPE NOT AVAOABLE \2 3i9V11YAV LON 3dAL SSW GLASS TYPE NOT AVAllABLE 318V11VAV iON 3dAL SSV19 318V IVAV 10N 3dAL SSV1O .- n'® a i i i /i 0 Isi I 1 '6 1 i 1,CONG c0 c0 01 9 9 B or co ION O L "E OL 01 0 o ,,,,, 01 01 Ioi Zt ZL i 1 I w 0 v v vv vv IN°1111 umic 01 011 O Q z 0. ct : - l1 itN��N VV ig 1 4 3 p1Q A /411 of s1 es Al MT 1 Pdi( as cr PI 0 0 0 0 V a yr a .f m mm V 0 0 0 0 mm 0 CO a m 0 0 O m vi or co m co O O O m m O O ID ID f.•P 1psclItI'U' r''-' 03005 4 na with ' IV t lA6f ., V f O m in In m m f m m m Y a 0 0 m O a a f a mm m m a a m lO Q m m m aaamCO0 10 co aaa a a a a a a TIP m mmmmammO mm m m ppp mO OL OL 01 m0mCD H itt 1 of oL 01 mmaom 01 , 01 01 c•comm 01 01 01 cmm OL OL 01 mc3 V84 ., W NN O CO Lot. j 01 01 O 14 " 1 O O 0 2' ® 01 OL •f O O CO Qt 01 CIS 01 m m CO CO 01 01 2 2 O O O O at Lin - 01 QL O O 01 0 co O a1 1,c CO CO Fryt of Om. 01 01 01 0L ..003 CO F C 01 0t cO 03 06 01 -- Fit OL Ot 06 01 0L 04 !ice 0L 01 Zt 01 {-V ZL 2.3•W ; v ��vt� t�t� "EMI E�I7 f ZWO +10 ZOO IMMO ZWJ ZWO Z +YJ ZOO ZWO PIG _ Z +t'J ` +,o t�iiigg ;13 rtrtit. : <<rr -- zcoNc ZOO ZOO ZWG I Z+oo ZOO Gig E�7 E ggi�s8T ZWJ Z+ EMI i CAS t�S iiiiiiiigi ;c'5i 1,CONC i ZWJ E7 ZOO Z+io zwa too Z *Y9 g$$i ZOO Z +0;1 Z +8J ZOO 6$ ZOO Z +BD J i "gi I Z+ IP.90 INGO tHOD t taiga P+O, sgig I ' . to ••• • ' .. ' . ` 3t I •• • li 1 4 3�ll�de .re, d. !m .sa• wow r... • i naesays OLUOMO gwew.ngco. n .. ANaii TABLE lvm�.dmrmrre :M°0°° .AGE ALUM. SLIDING GLASS DOOR, IMPA "' `I T • • • .... ....•. • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.823' MIN. O.C. DISTANCE lx WOOD BUCK NOTE 2 4 CONCRETE 1x WOOD BUCK NOTE 2 NOTE 1 (MIN. 31(81 CONCRETE):z. CONCRETE AMcHOR. NOTE 1 ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL (MIN. 3181 CONCREIEV Ix WOOD BUCK NOTE 2 SCREEN ATTACHMENT TO BE APPPROVED BY AHJ 3 KBI 2.823' MIN O.C. DIST. 1314" Int E.O. c Ix WOOD BUCK NOTE 2 SCREEN ATTACHMENT TO BE APPPROVED BYA li (2XNCRETE ANCHOR. NOTE 1 L 114 MAX SHIM 1 3/4 MIN. E.O. TYP. NOTE 1 Ile MAX SfIM OMER =Eta (ALL ) 1 314 MIN. E.D. TYP. SCREEN FRAME WOOD ANCHOR, SEE NOTE B 2 -TRACK FRAME HEAD INSTALLATIONS 52r MW. 1 314 MIN. E.D.. TYP. C. DIST. NOTE 1 L114' MAX SHIM CONCRETE ANCHOR NOTE 1 3 -TRACK FRAME HEAD INSTALLATIONS NOTE 1 114 MAX • SHIM SCREEN FRAME • • • • • • • • • • • srilE6i FRAME • • • •1- Tri�Gk gRAME AEAD INSTALLATIONS •• ••i i• • • • •• MIN. DISTANCE FROM CONCRETE ANCHOR TO CONTDGE ' HEAD, SILL A ND JAMB AN 1° FOR P-HOOK INSTALLATION . FOR E CO IS 1 APPLICAT IONS IN 2x WOE THRU 19 MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4° TAPCONS NOTE 2 (MIN. 1 3 /8° EMBED.) OR 1/4' ELCO SS4 CRETE -FLEX (1 314" MIN. EMBED.). FLAT HEADS TO BE #12TRIMFIT TYPE 3X' 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11/2' THICK. tx WOOD BUCKS ARE _ _ OPTIONAL W UNIT IS INSTALLED DIRECTLY TO SLID COIL WOOD BUCKS DEPICTED AS as ARE 111T THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF IX OR 2X WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORfTY HAVING JUi uk TKIN (Atli). 3. FOR ATTACHMENT TO ALUMINUM: 1148 ALUMINUM SHALL 88 A MINBWM STRENGTH OF 608:478 AND A MINIMUM OF 1/8' THK2(. THE ALUM NUM STRUCTURAL MEMBER WOOD ANCHOR SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO NOTE 8 THAT SHOWN N THE DETAILS ON SHEETS 11.18 AND 19 FOR 2x WOOD BUCKS. THE ANCHORS SHALL BE 912 SHEET METAL SCREWS WITH FULL ?MEAD ENGAGEAENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR 512 SCREWS Slot ON SHEET 18 MAY BE USED. 4. SCREEN FRAME AND DOOR FRAME MAYBE ATTACHED TOTI FFERB1T SUBSTRATE 1 3B' TYPES AS REQUIRED TO ACCOMMODATE THE EXTRA DEPTH OF MULTI -TRACK CONFIGURATIONS, AS APPROVED BY AHJ. DESIGN OF COMPOSITE OPENINGS DONE BY OTHERS OR AS ACCEPTED BY AW. FASTENER SIZE, EMBEDMENT, AND SPACING MUST BE AS INDICATED FOR THE SUBSTRATE INTO MAX MI CH TP E' FABTNER W MIMED. SHIM 5. FOR WOOD APPLICATIONS ELCO 1145,94 CRETE -FLEX ANCHORS WITH 1112 TRIMFIT HEADS MAY BE USED INSTEAD OF 1)12 STEEL (95) SCREWS. SEE SHT8. 15 AND 1S. 1' MIN. EDGE DISTANCE FOR WOOD FASTENERS. 2x WOOD NOTE 2 WOOD ANCHOR NOTE 8 2x WOOD NOTE 2 114 MAX SHIM WOOD MOOR NOTES 1 ffir' MIN. 114 MAX SHIM vitoDucr Wow_ magus G ns. trrt'f FL MON RAE _ •ms I Naar or: F.* .768, • I.7 .A All NV.CREENA ME lre' • • • • boast ar rrr..0 • • • sx r • Pa 1•1547 tSAAFYNpitt•A6pAPfi.O84JLEE • • • • • f,K M atQ6NSIIII aE>ET • - • . • • • s e q t� o,r✓ie wall • ANcHORAQE DETA LS, HEAD ALLML SLIDING GLASS DOOR, IMPACT mono 1 114 ` 17 • 18 I a.•� 441 A I tugs A, Tuner. PS PE NOM Ileftreal 1r ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD ANCHOR NOTES BHT. 17 1/4° MAX. SHIM 1x WOOD SUCK NOTE 2, SHT. 17 CONCRETE ANCHOR NOTE 1, SHT. 17 1 3/8" MIN. Nowtftt • N.N OTIOF F 7/4 WSW &t 1.1Mr MIN. O.C. DISTANCE 2x WOOD NOTE 2, SHT. 17 i.00r ANN 0.C. DISTANCE • (MIN, 31031 =CRETE) NV SHIM MAX. 11-*— ORIGINAL 2-TRACK FRAME JAMB INSTALLATIONS 1/4" SHIM MAX. -.41-- • as r MOM NNW MITE 1, SHT. 97 1 314' MR ED. TYP. ALTERNATE 2 TRACK FRAME W/ SCREW. RAH. FRAME 1/4" MAX. SHIM 1X WOOD SUCK NOTE 2, SHT. 17 CONCRETE ANCHOR NOTE 1 MT. 17 IIN (MIN. 3 KSI CONCRETE) 1/4" SHIM MAX. - 2-TRACK FRAME JAMB INSTALLATIONS 1 .. 1110 #11111 SCREEN FRAME • •• ••• • • 114. fs : WOOD ANCHOR NOTES, SHEET 17 • OOOOO • 3-TRACK FRAME JAMB 114STMATTaNS • 1110SiNEDI r000masctasasemumsompormserrsom • • cuParrawaruintas 4 • a 1=6 • • • _ • • • • • , d • • • (PM' • • • • • • • • • • 1 3/8* MIN. —0•1 2g WOOD NOTE 2 SHT. 17 NOTE I, 8147. 1 i 1 M '''• „ 1 3/4" Ram. ED. rip. 3 9. •• •4'..: 1 808 MIN. 1. 40 C DISTANCE .. ' ■".4---t. 1 31/7 MIN. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2x WOOD NOTE 2 SHT. 17 NV SHIM MAX. - tt WOOD BUCK NOTE 2, SHT. 17 CONCRETE ANC*S3R NOTE 1 MT. 17 SCREEN ATTACHMENT TO BE SY MU --i APPPROVED 1 WNW. 211 WOOD NOTE 2 8147. 1? qr..; 1N4 MIL ED. TYP. 1.908" MIN. 0.0 •..; DISTANCE • (MIN. 3 KSI CONCRETE) 1/4'' SHIM MAX —041.0— 4-TRACK FRAME JAMB INSTALLATIONS ANCHORAGE DETAILS, JAMB NOTE 1 8)47. 1? ALUM. SLIDING GLASS MIPACT MOM 1•41 18 • 19 Mew 008-1 ER (ALL SECTIONS) Raffia PROTAXT REMO_ amo ptz e ulthecrinom a AccePtimor 1 Espilste t Omm 14 s.a4--- maconiff4- 0 4tODLICT REVIEWED emeirligim sat)** Hoe* Waseca° prorwmz, EjOttatIn • zz 34voir lwas A. T. PE 50:18201 Itecaemlai WOOD ANCHOR, NOTE 5, SHT17 WOOD ANCHOR, NOTE 8, 8147 17 ihr tout NOTE 1 INTERIOR, (ALL P•HOK SECTIONS) PRERIOR 43 SCREEN FRAME 2x WOOD NOTE 2, SHT. 17 114*MAX NOTE 1 P CONCRETE ANCHOR, NOTE 1, SHT. 11 SEE NOTE 2 4-TRACK FRAME SILL INSTALLATIONS NOTE ANCHORS ARE STAGGERED 1" MIN. AT P41001( ANCHOR EMBEDMENT AT P-HOOK: 114! TAPCCIN - 3/8" MIN. 3K81 MIN. CONCRETE 114" CRETE-FLEX -1 314' MIN. 1x WOOD BUCK NOTE P10152. 8147. 17 ABOVE NOTE NOTE ABOVE 3/rMIN. ABOVE 318• mut Mai* ,Awarf4C ftW 10 WNW 11106 NOTE 1, SW. 17 SCREEN FRAME 114" MAX. NOTE 1 1/4" MAX NOTE 1 (3 MM. iCciiefeJ 1314' MIN. E.D. TYP. TYPICAL POCKET P-HOOK INSTALLATIONS ORIGINAL 2-TRACK FRAME ROTE: •• ••• • • • • • • • 00000 • SILL INSTALLATIONS 1. IF SILL IS TIGHT TO SUBSTRATE, GROrIT OR OAR LAIERIAI. IS NET REQUIRED. IF USED. NON-SHIM, NON-METALLIC GROUT, 3000 P131 MIN., (DOM BY OTHERS) MUST FUU.Y SUPPORT THe ra nt VAT 18 NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUEISTRATE. IF SUBSTRATE IS wq;e3011, T REQUIRED BETWEEN THE GROUT AND 1NOOD SUBSTRATE, GRAS APPROVED BY THE AUTHuHllY HAVING JURIZBACTOt 2. 1.947 MINIMUM ON CENTER DISTANCE Wit MOW worm Sitadolr ED. MCOMMIEW IMICHORAGEMAINA • • • a 1,4 ffsiwi t oarnine • • • PlealltalE1111M117 • • • • •OXISale R.4018 100001#1217114111.7 ;1147": OGSIII I AI • • • • • • • • • • •0 • 0 • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • 0 0 0 • • • • • 0 •• • • • • 0 0 0 • • CONCRETE ANCHOR, P1015 1, SHT. 17 NOTE 2 3-TRACK FRAME SILL INSTALLATIONS < EOM PffERIOR C> (ALL SILL SECTIONS) 2x WOOD P1075 2, SW. 17 ALTEINATE 2 TRACX FRAM VII SCFEEN RAIL 114* MAX. NOTE 1 1/4' MAX NOTE 1 SCREEN FRAME 1 Yr MEt 1/4" MAX P1073 T 17 ICSI P1114. coNcde 314'MIN. 5.0. TYP. NOTE 2 TYP. 2-TRACK FRAME SILL INSTALLATIONS CONCRETE AMPS: NOTE 1, SW. 17 (3 1(81 MIN. 13/4" MIN. El). TIP. "4■:;===.4 NOTE 2 WOOD ATCHOR, NOTES. 8141 17 IX.FlOon 1 Sr 3/04o L& Minor. PJ3. 0511XX Medimsteal PRODUCT ROOM escsuplyilis wiib MISR EtandiseCado A No 076571. Ds".•Vat f 004 P1015 1, ratevariti"-T sHT. 17 1 • - 1 C k - :On& thita Zr PI-1n II M COUN; �Y BUILDING CODE COMPLIANCE OFFICE (BOX)) PRODUCT CONIEOL DIVISION NOTICE OF ACCEPTANCE (NOA) PGr Industries 1070 Tedmology Drive Nokomis, FL 34275 MIAMr DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 141 WEST FL4CLER, STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (30S) 375 -2901 FAX (305) 373-2908 www buldinau nline com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Mani -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used is 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 Division (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 per. 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 ju risrliction. SARA reserves the right to revoke this acceptance, if it is determined by Miami Dade CnumtyProduct•Eentrol Division that this product or material fails to meet the requirements of the applicable building■ode. • • • This product is approved as described herein, and has been designed to comply with the Ftulrida Build* Code, including the High Velocity Hurricane Zone. ..... •••• .... DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I. •••••• •••••• A P P R O V A L DOCUMENT: D r a w i n g N o . 4040-20, t i t l e d "Alum. S i n g l e H u n g W aletc,l act", is l through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by m 'e1, Abed and'ated by Robert L. Clark, P.S., bearing the Miami Dade County Product Control Approval st& MIth the Noime of Acceptance number and approval date by the Miami-Dade County Product Control Division. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant '..' : • • • • • LAB G: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state Mdd • following statement ''game Dade County Product Control Approval", unless otherwise noted herein. RENEWAL of this NOA shall be censldered 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 t product or process. Misuse of this NOA as an endorsement of any per, for , 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 eon date may be displayed in advertising literature. If any portion of the NOA is displayed, then . it shall be done in its enthety. ICON: A copy of this ere NOA shall be provided to the user by the meson= or its distdbntors and shall be available for inspection at the job site at the rashest of the Building Official. This NOA t+evlsus NOA #05-1018.01 and consists of this page 1 and evidence pages E -1, E-2 and E-3, as well as approval dowmsent menticamd above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07-0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 • • • • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 3603.2 (b) and 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. FM-4957, dated 10/03/06, signed and sealed by Edmbndd LargaeslTsida, • . P.E. • • 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per F$1~,.TAS 202 -94 • • 2) Large Missile Impact Test per FBC, TAS 201 -94 • • • • • • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 20394 • • • • • • along with marked -up drawings and installation diagram of an Alumna an i Single Ii,.ng Window, with fin frame, prepared by Fenestration Testing Laborari ,jnc., Test • • • Report No. FTL - 4958, dated 10/03/06, signed and sealed by Edmundo Larg • P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per RC, TAS 20294. 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, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5063, dated 11/21 /06, signed and sealed by Edmundo Largaespada, P.E. 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) E -1 Manuel P Product Control NOA No. 07 -0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) 6. 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, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Repprt•Nb. F1'L -4648, dated 08/10/05, signed and sealed by Edmundo Largaisp.adal P.E. •••• • • (Submitted under previous NOA #05 1018.01) • • • • • 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 ' • 2) Cyclic Wind Pressure Loading per FBC, TAS 29344. •••••• along with marked -up drawings and installation diagram of AlumintSingle Ht1d • • Window, Impact, prepared by Fenestration Testing Laboratory, TesI tieport Nei 11- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada,R • • • (Submitted under previous NOA #05 1018.01) ' • • • 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 ; • • • • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202' E 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 9. 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) E -2 Manuel Per Product Control NOA No. 07 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • • PGT Indusfrles 10. 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, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) 11. 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS E -3 • .. ••.• 1. Anchor Calculations and structural analysis, complying with FBC:2 : dated ' •.:. 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. • Complies with ASTM E1300 -02 • • • • • ..•. •..• • • • • • • • • • • • • •• • • 1. Notice of Acceptance No. 05 - 1208.02 issued to E.I. DuPont DeNemougs t for "bei . Butacite® PVB" dated 01/05/06, expiring on 12/11/10. ' • 2. Notice of Acceptance No. 03 - 0827.08 issued to Solutia Inc. for their "a • • • • • • • "Wilda i Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no fmancial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05 - 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. • • • • • • • • • • A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2)UTES OF 1/8" ANNEALED GLASS WITH A 090 DUPONT BUTACITE OR SAELE)(/KEEP$AF If LMUbAPVB INTERLAYEF B. 3(18' LAMI CONSISTING OFF (1) UTE OF 118' ANNEALED MASS AND (1) UTE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR S FLE)U(EEPBAFE MAXIMUM PV8INTERLAYER. C. 3(18' LAIN CONSISTING OF (2) UTES OF 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER D. 7/18" LAMB CONSISTING OF (2) UTES OF 3118' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER B 718' LAMI CONSISTING OF (1) UTE OF 3(18' ANNEALED GLASS AND (1) UTE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR 8AREC/IC EP8AFE MAIOMUMPVB. F. 7116' LAMI CONSISTING OF (2) UTES OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT SUTACITE OR SARECKEEPSAFE MAXIMUM PVB INTERLAYER. G.13/18' LAMI 10: (1)UTE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 1018' LAMI CONSISTING OF (2) LUTES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER 11 13/18' LAMIR3: (1) UTE OF 118• HEAT STRENGTHENED GLASS, AN AIR SPACE AND 818' LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1)UTE OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEWICEEPSAFE MAXIMUM PVB 1NTERLAYER. L 13/18' LAMB KG: (1) UTE OF US HEAT STRENGTHENED GLASS, AN AIR SPACE AND 3(18' LAMI CONSISTING OF (2) UTES OF 1/8' HEAT STIED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXNEEPSAFE MAXIMUM PVB INTE RLAYER. J. 13/18' LAME 13: (1) LITE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18' LAME CONSISTING OF (2) UTES OF 3/18' ANNEALED GLASS WITH A MO DUPONT SUTACITE OR SAFUDUKEEPSAFE MAXIMUM PVB INTERIAYER. K 13118' LAN 01: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 718' LAMB CONSISTING OF (1) UTE CW 3/16' ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXNEEPSAFE MAXIMUM PVB. L 13/18' LAW DG: (1) UTE OF 13(' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18' LAMB CONSISTING OF (2) UTES OF 3/W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXA(EPSAFE maim FVB INTERLAYER �M. 13/18' LAMI R3: (1) LITE (S 118' ANNEALED GLASS. AN AIR SPACE AND 8/18' LAME CONSISTING OF (2) LITES OF i/8' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR 8AFLEXUILE MAXIMUM PVB IMERLAYER 2. CONFIGURATIONS: ""OX' (1/1. VIEW AND RADIUS TOP, AtL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE ) IAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANG. CORNED SEALED WITH NARROW JOINT SEALANT OR GASKET. ® 7. ROES: TEST REPORTS FTL..848. FTL -4848. F L -4847. FTL 48, FTL.4849, FTL- 4880, FTL- 851, FTL4723. FTL -4967, FTL 49S8 AND FTL-5083. ANSINF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MOM DESIGNATION 101700, ALSO REFERRED TO AS 811701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WTTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). • ••• • • • • • •• • • • • • • • • • • .• • •• • • •• ••••• • •• • ••• •• • • • •• amobs AL FA cFZ 4tHS01 MOD Into r, i lr a +Air o � r F714723TO 1OTB7 Ai 2®07 I • • • • • • • ••• •• • • 101111 110101090114275 GENERAL NOTES ALUM, SINGLE HUNG WINDOW IMPACT ••.rr •r ova) Ern 1 WI/ I°"` 040420 re NOA DRAWING MAP SHEET GENERAL N ES.- 1 GLAZING DETAILS_.......... 2 DESIGN PRESSURES --- 3 ELEYATIDNS ..................... 4 VERT. SECTIONS—....— 5 HORIZ. SECT_......... 5 PARTS LIST_._. 6 .........._._... 7 CORNER DETAIL_..._.._.. 7 ARAGE...,... 841 / r�9 Robed L Cask. P.E. PEI 1139/12 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1AP ANNEALED OR HEAT STRENGTHENED GLASS stir NOM. 5/18" LAMINATED GLASS 1I2' NOM. GLASS BITE +- 1/8' ANNEALED OR HEAT STRENGTHENED GLASS — 090 SOLUTIA OR DUPONT PVB INTERLAYER — 1i' ANNEALED OR HEAT STRENGTHENED GLASS — wir LAMINATED AIRSPACE •• ••• • • • • • • 1AP ANNEALED OR HEAT STRENQTHEt G As g 13/10" NOM. • • • • • • • ••• • • 13/18" LAM I IG GLASS W/ 5/18" LAMP • • • • • • Vir 3115" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3115' ANNEALED OR HEAT 5l KFNGTHENED GLASS 7118° LAMINATED 7/18° LAMINATED GLASS f — 3118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS + — + — 7H5' LAMINATED AIR SPACE 118" HEAT STRENGTHENED GLASS 13/18° NOM. • • • ¶3/18" LAMI IG GLASS W/ 7/18" LAMI ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3118' WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR IN ER( (ALL SECTIONS) Pandas FA Dag 1U4a08 • ... ADD DEM92 TOIWMMAASLa MASS (AA 4)4 4M I NOTE Rand* are FX 1/1408 mu FF Radian a•skor A NO CHANGE THE SHEET • • • • • are . • . Z2S07 I if DRNE . • P �L'd : GLAZING DETAILS 17"e ALUM. SINGLE HUNG WINDOW, IMPACT = I Full I a 11 1 0-20 e 3 #7 Robert L Clark. P.E PE #29712 Shaohaal ••• • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • •• •• • • • •• • • •• • • • ••• • 111 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH ar 68' 62" 63 Ur IUP TO 63 GLASS TYPES: Really ft& JINN= =A88 TYPE A,B,M A,B,M A ; L"a A,B,M A �qB,M A,BAIA A,B,M® �_. B. 6118' LAM - (1113%,.01:0,1/8"1 413) 5/16" LAM (1 /8'A, 090.1 /TA) C 8118" LAM- 118"HS,.090,118"HS D. 7116' LAM -(3115 A,.090, 31W%) E. 7118" LAW - (3118"A,.090, 3111316) F. 7116' LAM -(31IS'HS .090, 3/16'MS) +80.0 - 80.0 +80.0 +80.0 +80.0 +80.0 _63 480.0 60.0 4310 -60.0 1 + 80. 0 +80.0 +80.0 +80.0 +80.0 66" 410.0 -80.0 -M.0 .80.0 60.0 OE 13118" LAM 10 - 118"113, AR SPACE, 6118" LAM - (1/8"A,.090,1/8"A) H. 13118' LAM IG - 1/8"HS, AR SPACE, 6118' LAM - (118"A,.090,1181iS) L 13118' LAM 10 1/8'119, AIR SPACE, 6116" LAM - (IIWHS,.090,1 /8'HS) A 13/16" LAM 63 -11rHS, AIR SPACE, 7116" LAM- (3118"A,.090, 3N8'A) +80.0 80.0 +80.0 +79.6 +81.0 K 13116' MM HG - 1/8"H8. AIR SPACE, 7118' LAM - (3116"A,.090, 3118113) L. 13118" LAMS - IBMS, AIR SPACE, 7118' LAM -(311818S,.09 3/16'FS) 66" 40.0 410.0 -80.0 -79.6 60.0 WINDOW HEIGHT +80.0 +80.0 .80.0 +78.2 +80.0 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • • •• • • • 70" GLASS TYPE 38 318" 44" 506!r 63" 60.0 -80.0 -80.0 -78.2 .60.0 WHIM HEIGHT • • • 1amti>1�16Lnoyar m a1= TOT REPORTS F11-4847, 4548 F1L4647, 4848 FTL.4848, 4885 FTL-4845 FTLJ848 FTL-4848, 4723 F114648 FTL• F II.4849, 4850 FA6849, 4650 13118" MM 161 - 1/8"A, AR SPACE, 6118" LAM- 1B"A,.090, 118" • • • • • •F11-i083 • • • • +810 +80,0 +78.8 +78.9 +80.0 72" • • • • • • • • • • • • • • • • •• • 60.0 -80.0 78.8 -78.9 40.0 ISTANDARD VEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH 811.1. OPTION A BASED ON FLANGED WINDOW TIP TO -TIP FRAME DIMENSIONS FTL-48.49, 4650, 4958 72" 74" +80.0 40.0 +80.0 410.0 +8000 -80.0 .80.0 60.0 +70.0 70.0 +70.0 -70.0 F71- 4847. 4848, 4723, 4857 TABLE 1. 14" 71" +80.0 -80.0 +60.0 -80.0 + 80.0 40.0 +79.0 79.0 +77.3 77.3 +75.9 78.9 +75.4 -75.4 +74.0 74.0 +80.0 -80.0 +80.0 4310 TABLE 2. uri .60.0 +80.0 -80.0 +80.0 40.0 +80.0 60.0 -60.0 +80.0 +80.0 -80.0 +79.9 69.0 .719 61" 62" 63 111" A,B.M C.D E.P.0,H,LJ,K,L u► TO el -79.9 +70.0 70.0 +70.0 -70,0 +70.0 -70.0 78.9 +70.0 -70.0 +68.8 68.8 +67.6 .67.6 +610 .80.0 +80.0 -60.0 .80.0 -80.0 +78.0 76.0 .88.0 63.0 +68.7 -66.7 +88.3 40.8 •30.0 -60.0 .60.0 -80.0 +80.0 .80.0 +80.0 .0.0 +70.0 -70.0 +70,0 70.0 .70.0 70.0 76" +70.0 -70.0 CUSTOM VEW & RADIUS TOP FLANGE OR INTEGRAL FBI WINDOWS W1 HIGH SILL OPTIMA BASED ON FLANGED WINDOW TIP-TO-Tr FRAME MENU= WDEMW HBOHT MINUS BASH HEIGHT (MAX. WHOM HT. W1 SASH • 78" FLANGED AND 76' INTEGRAL. FIN) WIDTH GLASS TYPE 17 118" 2211116" 266' 0 f 33 364" 38 6118" 4413118° 60 315" 06 16116" 03 tte' D,E,F,J,K,I_ +80.O 1 430.0 # +10.01 .80.0 f +80.0 ( 460.0 t +10.01 40.0 J +70.01 70.0 f +7101 711.0 J +7101 70.0 1 +70.01 70.0 TABLE 3 TABLE 4. DESIGN PRESSURES l I I I MEETING MEETING RAIL [ _ - � 7111..,{ �` - - �7 (�' ! � �'r•r• - ��r�: } -� MEETING RAG. %s% NOTES: 1. WINDOWS WITH THE LOW SI00OPTION ARE LIMITED 40 A POBITHE DESIGN PRESSURE 0P +84.0 PST 04 LOWER AS SWAIN INTHE TABLES. NEGATIVE DESIGN PRESSURES ARE W6FFECTED. • • • • • • • • • L FOR INTEGRAL FIN WINDOn DESIGN PRESSURES alrE Pig MOVE tI8LEB•BY ornicuts8 r FROM THE RANGED 'TIP-TO-TIP FRAME DIMENSIONS. it 3. AVAUABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 &8"MINWIUM TO sr wawa& ;LT MINUS SASH HT. MYBegaSEYISEA o einersan L . OWL P.B. P6 MPG SFY SEE DLO TABLE (MAX) SEE DLO TABLE SEE DLO TABLE •• ••• • 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • • NOTES: ire* are 48114" MAO. VENTDLO_(ALL DETAIL A 1/1 B DETAIL D VIEW (CUSTOM SASH) FK Nt/a .LA 53 1/8' MAX. FLANGED WITH 521/8' MAX. LF. WIDTH 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. • • DETAIL E RADIUS TOP (CUSTOM SASH) • • • • • 3. SEE SHEETS 8 IIIW GH 11 Fat A AGE INFORMATIO 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 8 C) ARE BASED ONA THREE O VE E R T FORMAT. 6 • ••• • • CING.N TIttNX7 1E4. • Nf#mtlNI.g1SCIM • • • • pI • ••• DETAIL B VIEW (STANDARD SASH) • • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E � ELEVATIONS C +l, DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING FIXED LITE LOW HIGH DETAIL SILL SILL A B C D E 34111" 41 518" 41 1/4" 52 818" 52114" 34 3/1W 41 1/4 40 718" 5211/18" 52 5/1W SASH LETAIL A 9 C D E LOW SILL 34 1/2" 27 7/18" 27711 1838" 183/8' HIGH SILL 34 3118" 2718" 2718" 15 314" 15 314" , TABLE 5. ALUM. SINGLE HUNG WINDOW, IMPACT woo 1 / 14 • H r` 4040•20 FRODUCTIZVISIED Mo.•r 1 Rated L. Mt, P.E. PE •2.712 Structural 7,80R17 0 OUTSIDE ■ ©0 ® 0 tyt 0 ��' 0 2 HIGH SI LL 00 0 MAX. FIXED UTE DAYLIGHT OPENING MAX WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS 4 2. LOW SILL 0 OUTSIDE INSIDE m 0 11/. MAX HEIGHT MAX. FIXED UTE DAYLIGHT OPENING OUTSIDE MAX VENT DAYLIGHT OPINING 1- -- 2.7&{ - SECTION B-B (LOW SILL SHOWN) INSIDE 2.330' (LOW SILL) SEE NOTE ABOVE • • ULTRALIFT • ONLY • •• ••• • • •• • ••• HIGH SILL NOTE MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) r FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING • • �._:r,. • • • ��' • Co • • • • • • • ••• • • • • • • • • •• • • • •• LOW SILL ALTERNATE HIGH SILL 2.94W (HIGH SILL) ULTRALIFT ONLY HEAD JAMB OUTSIDE .-2.710 ®I.F. FRAME q OUTSIDE 0 L" ©MINI 0 0 SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) NOTE BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,1) 2.710' PRDDOCPREVINED arpb'lot•I6bMr* Aftwouses Ns Dar 2011 fine,/ F.K F.K Os FA Ok Sin 7'U1347B OWN Wen Orr life= freeeme J1 • ••• ADD LF. SECTIONS CONGOUDA7EBAL • • '68 NO CHANCE 7H03 SHEET 923/07 ' • • • • • • •• • • • IW DRIVE •.R40 • :MX 1�B • • SECTIONS rr ALUM. SINGLE HUNG WINDOW, IMPACT sN= I He 1 5 d 11 I ° 4040 -20 1% Robert L Clerk, P.B. PE030712 Sbuobael ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • •• •• 1 2 3 5 7 8 9 10 11 12 13 15 16 17 18 19 21 23 25 26 27 4002A 1155 48 X1.000 QUAD PN. SMS 4003C 1626 ADHESIVE OPEN CELL FOAM PAD 4004 4026 4025 SASH STOP (EGRESS) 1.126 LONG 4029 SPIRAL BALANCE, 318", 519", OR 11/16" 1080 BALANCE COVER, 3/8° OR 5/8" 1085/1088 1080 -1 4053 4028 -1 4064C 4006C 1235 11‘67P.,.170 X 270 BACK, FN SEAL 1096 FLANGE FRAME HEAD FLANGE FRAME SILL (LOW SILL) FLANGE FRANE JAMB SASH STOP 88 X.750 PH. PN. SMS SASH TOP GUIDE DESORPTION BALANCE BOTTOM BRACKET 68 X1 PHILLIPS FLAT HEAD S. STL BALANCE COVER, 11/16° SASH STOP COVER SASH BRACKET 88-32 X1/2" LG. PH. FH. TYPE F S. STL FIXED NESTING RAIL SASH TOP RAIL SWEEP LATCH 1016 88 X.625 PH. FL. SMS 28 30 31 34 35 36 37 38 41 42 44 45 46 47 48 49 60 52 53 54 56 56 57 68 Rwl& F.K F.1( owner 4007 1226 4008 1288 1822 1052 1224 1226 40398 4044B 4222A 9850 4087 4071A 4072A 4073A 40748 4009 1088 2740 1014 1830 1631 1073 1624 •r° 11H3/9P Dobt Die SASH BOTTOM RAIL (LOW SILL) WSTP., BULB VINYL SASH SDE RAIL SASH FACE GUIDE LAM SETTING BLOCK 3/32" X25/84" X 1° LAM IG SETTING BLOCK 1 "X3/4" X 1/18° VINYL GLAZ BEAD BULB (THICK) VINYL GLAZ. BEAD BULB (THIN) GLAZING BEAD, 5/18 LAM GLASS. GLAZING BEAD, 5/16 LAM W/ GRILL KIT GLAZING BEAD, 7 /16° LAM GLAZING BEAD, 7 /16" LAM W/GRILL KIT GLAZING BEAD, 13/16" LAM LG. FRAME, I.F. HEAD FRANE, IF. LOW SILL FRAME, I.F. HIGH SILL FRAME I.F. JAMB SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY WIRINGS •• •• SCREEN CORNER KEY W /OUT RINGS • SCREEN SPRING • SCREEN SPLINE -.135 DIA. FOAM • Ibilskee B •• ••• ••,__y • y , � 7 4K 491470)61 � CHI 4 0t N// 7 A 4 21 . INN= • • •• A NO CHANGE MIS SKEET • • 2128/07 I L POW 612228 781PQA 812226 7PAD1628 812227 612244 612244 6BALCVR918 7834M 7BALTBKT 42504 78XIFPAX 6BALCVR870 64053 7ULBRKT 7832X12FPFX 840540 64008 6761613 71096 7868 612230 6TP249 612231 42501 71822K 71052K 6TP247W,K BTP248K 840398 644703 64222 6985 64087 64071 64072 64073 84074 764009 7SPRNO 82740 61014 • • 71930 • • • 7'�3b • • • • • • • • • • ••• • • • • • • • • •• • Met • •618241f • A • • 10 DRIVE FL • r8fiCO197 PLUM Al BIPC DESCRIPTION ITEM 60 61 63 64 67 68 69 70 80 81 82 83 84 85 88 87 88 89 90 9 DW Gi## 1635 505 1181 4061A 4050A SCREEN SPLINE -.135 DIA HARD SCREEN CLOTH GLAZING CHANNEL (.8813X .5003 08 X 1.000 PH. BUGLE TEK GLAZING TAPE, MB X 12 - 7/18 LAM SASH BOTTOM RAJ- (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 998 OR EQUIV. A GLASS 5/16" LAM, (1/8"A•090 PVB,1/8 A) B. GLASS, 5/18° LAM, (1 /8A.090 PV8,1/8'HS) C. GLASS, 5 /18° LAM, (1I8"HS,.090 PVB,1/8°HS) D. GLASS, 7/18" LAM, (1/8"A.090 PVB,1/874) E. GLASS, 7 /16" LAM, (1/8"A,.090 PVB,1/8"HS) F. GLASS, 7 /16° LAM, (1 /8°HS,.090 PVB,1/8°HS) G. GLASS, 13/16" LAM 1(3;1/8"HS, AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8°A) H. GLASS, 13/16° LAM 10; 1/814S, AIR SPACE, 5 /16" LAM, (1/8"A090 PVB,1/8°HS) 1. GLASS, 13/18° LAM 10;1/8"HS,AIR SPACE, 5/16" LAM, (1/1"13,.090 PVB,1J81HS) J. GLASS, 13/16° LAM 10;1189iS, AIR SPACE, 7 /18" LAM, (326 PVB,3/18"1V K. MISS, LAM 10;1/8"HS, AIR SPACE, 7 /16° LAM. (3118"A.090 PVB,3/18"HS) L GLASS, 13/113` LAM 1G;118"HS, AR SPACE, 7 /16" LAM, (3/16"HS ,.090 PVS,3/18"HS) 92 M GLASS 1311r LAM 1 ; 1A1"A MR SPACE, 5/16" LAM. (1ATA.090 PV8.1/8"P Z 1 0 47 FRAME, I.F. HEAD ® #4071A, 6863-T8 4 FRAME, .F. HIGH SILL ® #4073/, 8083-T8 WOO Phs FRAME, .F. LOW SILL 84072A, 6063-T8 FRAME, I.F. JAMB #40748,6083 -TB (USED AS RADIUS TOP HEAD) PARTS LIST Tag ALUM. SINGLE HUNG WINDOW, IMPACT 6 d 11 I°"•°° 1 8 P078 618361( 61818 6533402 706X1 82/311510 64051 64050 MAD= UMW esamplying with de MI6 %Nig Cads Aespmean• 'r r� errs` 2b// l /Mr‘— RobM L ark, P.E. PE #39712 slNm..l ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • •. • • • • • • • • • • • • • • •• •• .082 O FLANGE FRAME HEAD #4002A, 608346 2.710 O FLANGE FRAME JAMB 84004, 8083 -T5 (USED AS RADIUS TOP HEAD) .082 3.448 {+- 2.784{ 1749 —► 158 FIXED MEETING RAIL #4054A,8083HD -T8® .082 2.948 I • 2.784 89 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 a.•eBp DNB w.•rs FX FX Dew* now owns FX W1/06 .LL 223N7 23 11/1383 B *2483 •r••o A AND UPGRADE BEM 21 ALLOY. • • ••• r, —,, • r: c , rr r. • • • • •• • NO MIS T —2.784 O FLANGE FRAME SILL (I-DW) #4003C, 6083.78 082 �49 1--1.451.-I T O SASH STOP 84025,6083 -T5 I_- -2278 T 1.707 SASH TOP RAIL 64008C,8063HS•T6 2.328 --.1 • ss sAsAbol'TbM RAR ON) #4051A,8083 -T8 .738 17 SASH STOP COVER 84053,8083 -75 2.638 t- 2.328 —+1 • • e amvss a 1.979 28 SASH BOTTOM RAIL(Low) 84007, 8063 -T5 • • • • • • • • • . • • • • • - - • • • • • • • I.F. FRAME SEALANT ALONG ENTIRE JOINT SEALANT OR GASKET AT HEAD AND SILL FRAMEA VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) 1.165 1 31 SASH S DE RAIL 84008,8083 -T5 OB0 .878 1.098 -i--I i O GLAZING BEAD 7116" 84222, 6083 -TB • .050 1.118 --.—+-I I GLAZING BEAD, 7/18" #9860,8083 -76 (USED WI GRILL KIT) .878 1.098 41 GLAZING B , 5/18" #40398,8063 -T6 , .0w -1------I GLAZING BEAD, 5/16" #40448,8083 -T6 (USED W/ GRILL KIT) 050 — 1.097 GLAZING BEAD, 13/16" IG 64067, 6083-T5 EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT normal, 'two MOD H8! I s 7 s 11 I � e 4040 -20 113 Robert L CIatG P.E PE 29712 6Wep"al • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 6. WINDOW H?IGHT SUBSTRATE: 281903 NiHOR TYPE: z � GASS 2; TYPE WINDOW WIDTH 9.125 24.010 32.010 37.000 40.010 44.000 43000 63.126 C,D,E,F,O, 1 HUN. 1 A,B,M 1 2 C,D,E,F,D, 1 H,I,J.K.L 1 2 RAM 1 12 C .D,E.F,G, 1 H,4.►K,L 1 2 A.B,M 1 1a C,O,E,F,G, 1 H,I,J,KL 2 :2 ADM i 2s PSF 79 C.D,E,F.O, 2 H,1,J,KL 212 A,B,M 2 a2 PSF 79 C,D,E,F,Q 2 H..KL PSF 79 PSF 72 1 11 1 1:1 1 1 1 1 1 1 1,2 12 1 1 . 2 12 2 12 2 ,1 , 2 2 22 2 2.2 2 212 /`8,M 2 2 _2 2_2;2 C3 8 1 11 11 1 12 1 12 1 22 1 2.2 1 2 2 1 2 2 2 22 2 2 2 2 22 2 2,2 79 2 22 2 2s, C,D,E,F,O, 2 2 2 HUN- $22221221 A30 s 2 2 222.2 34.603 12 1 1'2 1 1.2 1 12 1 2.3 1 23 1 23 1 2:3 2 23 2 2 23 2 23 C,D,E,F,O 2 HU,KL 2 23 2 213 79 z " 8 1 1 1 1. 1 1.2 1 112 1 12 1 1;2 1 1.2 1 12 2 22 2 2 2 2 22 2 22 P8 1 1;2 12 1 12 12 1 22 1 22 1 2'3 1 23 2 23 2 23 2 23 2 23 12 2 222;3 2 2 2223 40.603 1 2,2 22 1 2:2 22 2 3 23 2 23 23 2 23 2 2 2 23 2 23 . 2 34 2 3i4 Z " 8 1 1'2 1 12 12 1 1.2 1 1.2 1 12 1 22 1 2:2 2 22 2 22 2 22 2 2.2 2 2'3 2 2, 3 U z � p U 1 2- 2 2 1 . 22 2 1 23 1 2 3 1 23 1 2.3 2 23 2 2.3 2 3'3 2 33 2 33 2 3: 3 • •• 48.603 1 2: 2 2.2 1 2 22 1 2 3 1 2 3 2 2 3 2 23 2 23 2 2.3 2 24 2 24 2 34 2 34. 1 22 1 22 2.2 1 22 1 22 1 22 22 1 22 2 23 2 2;3 2 ,2 3 2 23 2.3 2 23 2 22 1 2, 2 1 22 2.3 23 2 23 2 23 2 23 2 23 2 33 2 33 2 34 2 34 •• • • • • • • 52.603 1 22 1 22 1 2,2 1 2a 1 23 1 23 2 23 2 2 2 2 4 2 .2 4 2 34 2 34 2 3.4 2 34 1 2:2 1 22 1 2 : 2 1 2: 2 1 22 22 1 23 1 23 2 23 2 2 2 2.3 2 23 2 2:3 2 23 Z 8 1 2 1 22 1 2'2 1 22 23 2.3 2 23 2 23 2 3.3 2 3.3 2 33 2 33 2 34 2 3;4 58.603 1 1 21 1 22 1 23 1 23 2 33 1 3,3 2 34 2 3.4 2 3.4 2 3,4 2 34 2 3'4 3: 5 2 3.6 1 2,2 1 2.2 1 2;2 22 1 2'2 22 1 23 1 2 3 2 2.3 2 23 2 23 2 23 2 3, 3 2 313, - 8 1 22 1 2'2 2 2 1 2;2 33 1 3.3 2 2 2 2 2 2 2 2 • 64.603 1 1 2 2 2 2 2 2 2 3 3 1 1 1 1 2 2 2 2 2 2 1 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 515 ANCHORAGE 3 -912 SCREWS 2. ANCHOR LOCATIONs ARE BASED ON THE HEAD - 18 1/2° MAX. FROM TOP CORNERS 11 / 1 \ JAMBS - 17 1 rr MAX FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL ANCHORS NOT REQUIRED 5. 3. INSTALL FER THE ADJACENT TABLE ANcHOR ISOTE 2. rtABLE INIDTH AND HEGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN E4MENSIONS ARE r LESS. SIZE BLOCKS OF T ADJACENT TABLE WITH A MAXIMUM DESIGN PRESSURE WITH TM OUMTITY OF ANCHORS SHOWN IN BOW. 0132BOWSE. THE MAXNUMOESEN PRESSURE FOR THE RESPECTIVE SIZE AMT GLASS TYPE IS PX Oar 11* M7CHANGE mow OW I 228/07 f Iltazift ANCHORAGE SPACING, 1/1 WINDOWS ems 1 • 11 40020 r3 sumo ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. SUBSTRATE:` ANCHOR TYPE�� O WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 GLASS TYPE C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H.4J,K.L A,B,M PSF C,D,E,F,G, H,I,J,K L A,B.M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF H,I,J,K,L A,B,M PSF C,D,E,F,G, 11 , 1 0 1 . 1 4 1 . A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M WINDOW HEIGHT 29.855 1 1'1 1 11 79 1]1 1 11 58 1 111 1 1 1 59 1 1T1 1 1i+ 54 2 111 2 7[7 49 2 111 2 111 45 2 1 1� 2 711 41 2 117 2 7ri z ND 0 1 1.1 1 11 1 1 1 1'1 1 1 1 1 11 1 11 1 1 1 79 2 111 2 ;T; 79 2 1 1 1 2 111 74 2 1 1 2 711 87 2 111 2 11 z 1 1 1 1 11 1 1 1 1 . 1 77 1 117 1 111 67 1 1 11 1 111 62 2 111 2 1 1 1 66 2 111 61 2 11 2 +1 48 2 111 2 1 1 37.155 1 22 1 22 1 22 1 22 1 2 1 22 79 2 212 2 212 79 2 212 2 212 79 2 212 2 211 74 2 22 2 Ti 67 2 212 2 212 0 O N 0 1 2.1 1 2 1 1 1 1 1 11 1 2 2 1 2 2 1 22 1 2 2 2 2 2 2 22 2 22 2 2 2 2 2! 2 2 22 2 2 2 2 2 : 2 z 8 1 2'2 1 2 2 1 2'2 1 22 1 2,2 1 22 1 22 1 2'2 2 22 2 212 79 2 z12 _ 212 79 2 2 2 2 76 2 22 2 22 44.655 0 el Q 1 22 1 22 1 2'2 1 22 1 23 1 2 3 2 2. 3 2 2 3 2 2.3 2 2:3 2 3 3 2 313 79 2 T 2 2 -T- 79 3 913 3 z N 1 2,1 1 2,1 1 22 1 2, 2 1 2.2 1 22 1 22 1 22 2 2 2 2 2'2 2 22 2 22 2 2.2 2 212 --c 2 3' :a 2 3'3 - z 8 1 22 1 212 1 2,2 1 2.2 1 22 1 22 2 2 2 23 2 3. 3 2 33 2 33 2 3,3 2 313 2 13 2 ,e, 3 2 313 52.155 � 1 2' 1 2'2 1 2 , 2 1 2 2 2 3 3 2 33 2 3.3 2 3 3 2 3 3 2 33 2 3 :4 2 3 4 2 34 2 A ) 3 44 z N 1 2'2 1 2.2 1 2 2 1 2,2 1 2, 2 1 22 1 22 1 2 2 2 22 2 2 . 2 2 2.3 2 2 , 3 3l $ 2 3:3 � V 1 22 1 2,2 1 2 :2 1 22 1 33 1 33 2 33 2 33 2 33 2 33 2 3:3 2 3,3 2 3 . 3 2 3 :3 • •_• • .3. • 3 i4 a 3 4:4 59.855 O 1 2'2 1 22 1 2.2 1 22 2 3,3 2 33 2 33 2 33 2 4 2 4 3 2 4 4 2 4.4 N V 1 22 1 22 1 22 1 22 1 3 . 2 1 32 1 3.3 1 33 2 33 2 3''.3 2 33 2 33 P 1 2:2 1 2.2 1 32 1 32 1 3 :3 1 3 3 2 4 3 2 43 2 43 2 4.3 2 4 3 2 4 3 4,4 3 .4114 3 4;4 2 313 2 . $ .8. 2 3,3 2 4,4 2 4 . •... 3 or 4 444 3 44 87.155 0 N 1 2.2 1 22 1 32 1 32 z 0 0 1 22 1 212 1 22 1 22 r 0 1 2 2 22 1 32 1 3'2 1 3:3 1 33 1 22 1 2 2 1 3 3 1 33 2 3 3 2 33 1 32 1 32 2 33 2 3 3 2 33 2 3 3 2 44 2 4 4 2 4,4 2 11,4 3 t 4 3 4', 4 2 3 3 2 3 . 3 2 33 2 3 :3 2 313 2 3,3 33 2 3.3 2 4 3 2 4:3 2 4 3 2 4 3 2 4 4 2 4,4 3 44 2 414 74.855 S 1 3•2 1 3,2 z N 1 22 1 22 z 0 0 3; 1 3.2 1 32 1 3.2 1 4.3 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5,4 3 76.000 e 3.2 4.3 2 2 4.4 2 2 2 3 3 3 3 2 2 2 2 2 2 2 0 1 2 2 2 2 2 2 2 2 2 3 5:4 3 ANCHORAGE NOTES: 3 - 812 SCREWS A 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 18" MAX FROM BOTTOM CORNERS W NIAX. BELOW MTG. RAIL SRL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTMES USING THE DIMENSIONAL CRITERIA OF NOTE 2. &ABLE WIDTH AND HEGHT DIMENSION ARE FOR RANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1* LESS. e 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 EWE AND GLASS TYPE IS AVAILABLE A TABLE KEY: MAX PSF (DP UNITED) /17 JAIVB ABOVE 31 3 JANIE) BELOW MTG. RAIL (FULL DP) HEAD 2 JAMS ABOVE 2 - 2 MTG. RAIL t MTG. RAIL mom FA Ode nor bac Rafts A Oftekedirx NO CHANCE 7169 SWEET ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOVV, IMPACT ""derfigla IOW ANCHOR QU ANCHOR TYPE: -- S ABOVE MEETING RAIL (HEAD 8, JAMBS), CUSTOM FLANGED DOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW I-EIGHT MINUS SASH HEIGHT FROM TABLE 8. % 12.776 15.778 19776 21.778 24.778 27.776 30.776 31.106 MOO 44.839 50.382 55925 ONOO ONOOI ONOO 000M E'Z 3NO3 ONOO OOOM E`Z ONOO 3N00 OOOM E'Z ONO3 3NO3 000M E'Z ONOO 3NO3 OOOM £'Z 3NO3 Z ON00 000M E'z 3NO3 3NO3 000M E'Z ONOO ONOO WINDOW WDTH GLASS TYPE D09V1 E'Z 19.125 KL H 2 2 I N I H • N 2 L P N 2 H P 2 ELI ▪ N 2 2 a- N H H r N ELI) u 2 2 D.E.F.J. KL L-1 2 2 u e- ▪ N N I �- - N 2 3 • 1) 2 3 2 2 32.000 — Ol - M 2 a- N 2 H t0 • 32.000 ILL P P 2 3 .- N • N • N N 01 N • N N (O �- (O r (O 4 � N 3 P P (O .- r•V) I 1 37.--- PEW 2 2 1 2 79 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 I _ , KL 74 N N N �(O - N N (O N i<7 • (O N N CO • (O N :(O N Q • - N Q N Q P Q N N N'h 78 N (fl N 40 . -- PSF 79 79 2 79 2 70 2 1$ 3 I: ra: I r. 3 .4 1 3 1 4 I KL N P N �- - - N - 79 N N (O • • ••• • � N N :(O N N -Q N CO N N N /0 N N N N N N -m N EN 1 2 N N PSF 79 78 79 77 79 2 79 79 3 3 1 3 I K•L N I I N s N lee el IN N N (O N N 41. N N Co) N 10 N N (O N M N • U1 N .Q N I 90 N N N 2 3 (O 48.000 PSF 78 79 70 79 79 71 79 73 78 D,E,F,J, ILL N is-. 2 2 2 2 2 CM W VI Q N ,Q N N W N N 10 N N N N O (O (0 N N m A m N 10' N tp, 1 2 2 2 3 N 53.125 PSF 71 78 83 71 79 84 74 88 77 89 89 D,E,F,J, KL i Nit N-1 N I�- 44 loll NN I NON (O I N N (O N ., N QI NIQ el LeI N QI (O h (O 10 N H L N b Rl r (o CD L N N (O r ANCHOR QUANTITIES SUBSTRATE ANCI-DR TYPE' AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT % 12.776 15.778 19776 21.778 24.778 27.776 30.776 31.106 MOO ONOO 000M £'Z N 8 ONOO DOOM Et ON0O ONOO OOOM N$ ON0O OOOYV( £'Z N ONOO 000M E`Z ONO° • 1 000M E'Z N I ONOO I cow £'Z N MOO WINDOW WIDTH DQM E'Z 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 1 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 21212 2 2 2 31213 31213 31313 41313 41314 41314 44.000 88 78 •• ••• • • • • • •• 2 2 1 2 2 2 2 3 2 1$ 3 I: ra: I r. 3 .4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 48.0 83 72 79 • • •• . As • • ••• • � • 2 2 1 2 2 2 2 3 2 1 8• 1 I I 4 .1 . 3 i1 4 •4 3 1 4 5 1 3 1 4 5 1 3 1 4 .1 � 73 !2 � 2 2 2 1 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 FJ RJL teem* •.r Mater 9 A crux ••• • • • /MX WHERE �meira� • • •• • • NO CHYME 9J98 SHEET Timor I 1/13107 ••• • • • • • • • e • • • • • • • • ••• • • • • • • • • IWO 1W8S)LO•YDRNE NwmNa, FLS4276 • nwaa�w, VL 001 • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • • • • (DP LIMITED) HEAD JAMB ABOVE MTG. RAL (FULL DP) HEAD JAMB ABOVE MTG. RAL ® TABLE 8. KEY: MAX PSF (DP UNITED) JAMB BELOW MTG. RAL (FULL DP) JAMB BELOW 2 MTG. RAL ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG VWNDOW, IMPACT Is 3170 . f1 10.+0•. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 -114' ELCO SS4 CRETE -FLEX 3 -812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING ® DIMENSIONS: HEAD - 18112' MAX FROM CORNERS JAMBS - 17 1!2' MAX FROM TOP CORNERS 11 VT MAX ABOVE THE MEETING RAIL W MAX BELOW MTG. RAIL 18' MAX. FROM BOTTOM CORNERS SILL - ANCHOR NOT REWIRED ?. 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 aki WINDOWS ARE 12 818' MIN. TO 38' MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR Alkk FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE I' LESS. 8. DESIGN PRESSURE UMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHOR SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF 2 4 40 itagaign* ALL HEAD AND SILL DET ) A CONCRETE 3.35 K$1 MIN. CONCRETE 1 a ® 2x WOOD BUCK • ' ' � ' � - -. - -- ®(sF.E NOTE a) OPTIONAL 1x WOOD BUCK (SEE NOTE 4) xrNyN or V4" MAX SHIM .131" DIA. MIN. x2 in'NAI., AT CORNED AND B"O.C. SHIM DETAIL A DETAIL B DETAIL F, (HEAD) iCAL FLAN GED HE D ANCHORAGE 1114" 13G" CRETE ANCHOR, FN BELOW MEETING RAIL. (SEE NOTE 1 a 3)® 3.36 KBI MIN. CO NICRETE • OR 1.6 KSI MIN. CCU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (BEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114' MAX. SHNM 114 MAX SHIM • • • • • • • •• • •• ••• • • L O6 RATNEW ow= • • • DETAIL E. (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE • • • • • • • • • • • • • • • •• ••• • • • 181" • • • • :• • • • •ATCONINE IS • • • • 119121519.M• • •• • • • •• • • • • �7�CN D e A. *PAL W O O D Q R (SEE NOTE 2a3)A L 114 MAX. SHIM A • • •• • • • • ••• • • • • • • • • • • • • • • • • •• •• • • FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX MINIMUM DISTANCE FROM ANCHORIO_CONCRETE Fn[;F 1&1314 - 2. FOR WOOD APPLICATIONS IN MIAMM -DADE COUNTY, USE 012 STEEL SCREWS (G5)OR 114' 584 CRETE -FLEX. 3. FLATHEAD ANCHORS, WHERE REQUIRED, MUST HAVE 012 TR MPIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS RAGE AS Ix ARE BUCKS WHOSE TOTAL THCKNESS IS LESS THAN 1 1/2'. Ix WOOD BUCKS ARE OPTIMAL IF WET CAN BE I N S T A L L E D D I R E C T L Y T O SOLID ATE. WOOD BUCKS DEPICTED AS 2xARE 1 112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD ELICKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORIIY[IMMOmil. 6. FOR ATTACHMENT TO ALUMINUM THE MATERIAL SHALL BE AMINIMUM STRENGTH OF 60834S AND A MINIMUM OF tar THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SEE TO PROVIDE FULL SUPPORT TO ma It:MOW FRAME SMARTOTHAT SHOWN IN THESE DETAILS FOR 2x WOOD BUS. THE ANCHOR SHALL BEA 012 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. i TfiESE CRITERIA ARE MET, THE RESPECTIVE DE8JGN PRESSURES AIM AI DE SPACING FOR TAPCONS MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTRUTED FORAM INTEGRAL FI NRRAME 0C3MP090iNT FOR MULLEDAPPUCATI NS. FOR I4TEGRAt FIN MULLED APPLICATIONS IT is EXCEPTABLE TO REMOVE THE FINAND ATTACH TO THE MULLSHRI IUGH THE. FRAME -.U^SING THEE:f1 ANGED FRAMEANCHORRGE REQUIREMENT. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. . 7: MATERIALS; INCLUDING BUY NOT LIMITED TO STEEL SCREWS, THAT COME INTO CCMITACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDmON, SECTION 2003.6.4 (SUPPLEMENT 2005). WOOD ANCHOR, RAIL. (SEE NOTE 2 a 3) t (ALL JAMB DETAILS) EXTERIOR DETAIL G (SILL) ANCHORAGE DETAILS 11' MAX. SHIM ALIIIi SINGLE KIJNO W1NI OW IMPACT NIX0 NIS f1 • 11 "ft" 404020 neaucruvuia M�i111■Ospd• Amara s ' 1.011 MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUM 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2908 www.miamidadenov/hatidinecode This NOA is being issued under the applicable rides and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the ART (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 toperform 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Buildin . DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI Code • • .... • • • .• • •••• • APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Pi icture Window, Innpaol•,•sheets 1 through • 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4j4/09t gigneda • • sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Renewal stdffi with the NMice of Acceptance number and expiration date by the Miami Dade County Product Control DAWN : • • • • • • • MISSILE IMPACT RATING: Large Missile Impac e s is tan t • Won: • • • • 1. Max DLO =Width - 3.75 ". and /or=Height- 3.75". The Annealed glass to be on exterier side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner dist notte exiteed 3; rlvl e corner distance for Nail (Integral Fin Frame) into wood substrate is 1 " and max. OC spacing is 5 • • • • 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unksis otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application bas 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 renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Cbanda, P.E. [APPROVED( f . -- NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Pag e - . • •1••. • • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07-0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small 1Vlissile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS "" • 1. Anchor verification, comparative and structural analysis dated 04 /13 ;4907,:prepare ; signed and sealed by Robert L. Clark, P.E. • • • • • 2. Glazing complies w/ ASTME- 1300 -02/04 • D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS • • • • 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the " Safle* lIIG Glearar colored Interlayer", expiring on 05/21/11. •.. • • • • ... • • 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont ButacdteJi;1 PVB ", expiring on 12/11 /2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 •••• •••• • • • • •••• •• •• • • • • • • •• • •• •• • ks e ti . 1.1.0ti4LL Ishaq L Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiratlon Date: February 19, 2014 Approval Date: January 08, 2009 NOTES: LARGE MISSILE WINDOWS . GLAZING OPTIONS: - A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UiTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7116" LAMINATED GLASS COMPRISED OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 11116" LAMI LG. GLASS COMPRISED OF (1) LITE OF 3116" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16' LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 0.1 1116" LAMS L 0. GLASS COMPRISED OF (1) UTE OF 3/18' HEAT STRENGTHENED GLASS. A 7/16" AIRSPACE AND 7/16' LAMINATED GLASS WHICH 18 COMPRISED OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: ( FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. ANCHORAGE THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, AA INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. PJ[ eimattko FA PJ FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. . SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALMO* 15 USED ON ALl FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL -3850 ELCO TEXTRON NOD: 0441721.01, V3"0225.05 ANSUAFSPA NDS -2001 FOR WOOD CONSTRUCTION ADM- 2009,LUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT t& EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 0 1 awe REOLICEAPICHORSMCW0 • •• • • •. •. • • • •.• • • • • • • • • • •. ••• •. • • • •• • IWO TECHNOKMDFIVE NORCNEt R • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • N Q7ES & TABLE OF CONTENTS UM PICTURE WINDOW, IMPACT POW, I' NTS 1 1 IF 12 l NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS.....»..........„ 2 ELEVATIONS, FLANGED.........._ 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED ......... 7 CORNER ASSN, FLANGED........... 7 SECTIONS, INTEGRAL FIN........... 8 CORNER ASS'Y, INTEGRAL FIN... 8 EXTRUSION PROFILES..,....... ....... 9 PARTS L15T.. „ „ ............. »............ 9 ANCHORAGE ... »».. „.. 10-12 PROINCT REWARD I fiifwisit sf nulls esk Aeapl•s Eqtaltes 1114- REVISED f with esMddf iff Ftcbel 1.Ow% PE 138712 Bffotwal 3/16" ANNEALED OR HEAT STRENGTHENED GLASS FJG Oft OUTSIDE Der 1ane43 7/14V3 OR NO CHANCE MB EV CHANGE MS SHEET 7/16" LAM1 GLASS NOMINAL .060 DUPONT BUTAC1TE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 3/16" HEAT STRENGTHENED GLASS 11116" NOM GLASS BITE 3116" ANNEALED OR HEAT STRENGTHENED GLASS • • • • • • ... 1010 TECHNOW1011 O1111Vf' FS • • a ri • 7,16' AIR SPACE .. . • • • .. • • • • • .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL 3/16" HEAT STRENGTHENED GLASS GAZING DETAILS UMINUM PICTURE WINDOW, IMPACT p1w701 FU 2 s 12 42894 1 1/16 LAMl I.G. GLAZING DETAIL ••. •;• • 1=N @EDIQR INTEGRAL FIN FRAME • • • ;. • ; •; ; (IN1 G L FIN FRAME SHOWN) PRODUCT REVEiM Rattling Ca. EIDDiSto ROS1 PACT REVISES Aceesugste No :f�►I Xr • Ad Of, 9 HEXAGON FULL CIRCLE MAX. SIZE 0 80 " BETWEEN FLATS MAX. SUE = 80" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. FAN MAX. SIZE a 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96'X 48' OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX SIZE =96 "X48" OR MAX AREA = 31.99 SQ. FT. 48" MAX OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX AREA = 20.71 SA. FT. 96" MAX. si 21441A15.44 . • RECTANGLE NAX$$IZE 48" X.96" • • NOTE: ® ORWAX AREA 0 .1 V.® W. FY..; : : FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. • • • • • - - -. -' f - - - . .` - -• - -. • • • • •. .. • . . . • • • • • ELLIPTICAL MAX. SIZE = 98" X 47" OR MAX. AREA = 31.99 SO. FT. 44114" MAX DLO QUARTER CIRCLE MAX SIZE =68'X88" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX SIZE =48 "X98" OR MAX. AREA = 31.99 SQ. FT. ARCH. MAX. SJZZE = 48"X 96" OR MAX. AREA = 30.28 SG. FT. PRODUCT MEWED osaimplespwlei doe Sieseptace a. M I'It U Asaptoneette Date M70 TECHNOWEIVORIVE NOKOMS, MUM P.tx • • NGED ELEVAT/ONS UM INUM PICTURE WINDOW, IMPACT M4D1 I NTS 13 • 12 rw 42594 I B c Roberti - Oak, P.EI. Pfl tD®T/a StmAnni HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60° DIA. OR MAX AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE =98 "X48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96 X 48° OR MAX AREA = 31.99 SQ. FT. r-- 981/4° FRAME O.D. 96" MAX. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 93'16144 DaO• RECTANGLE . • M. •SIZE. 48.x86" : . ". NOTE: oR MAX:ARV" 3200:S9. PT; • ELLIPTICAL MAX. SIZE = 98" X 47° OR MAX. AREA = 31.99 SQ. FT. •• •..• ••• • • • • • • FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 45 1/4" MAX DLO QUARTER CIRCLE MAX. SIZE =68 "X68° OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX SIZE =48 "X96" OR MAX AREA = 3t99 SQ. FT. MAX. SIZE = 48° X 96" OR MAX AREA = 30.28 SQ. FT. PRODUCT se emptying nth die Raids Cede Acceptance No !2. Expiration IELIF Mind Division PRODUG7• - aatpbHlwith cite FlurkU Mudding Code Nit r . - 04 olAe «sli . RradOle Oar Moans tee: Doe R IC OAT s ADD FRAME DIMENSIONS AND SPRAT E ANCHORAGE NOTE Road*: Mkt "a.qs F.K. SSIIM A NO CHANGE TM SHEET nano* cet tmemeoer ta•r 1 F.K. 7/1403 I W70 TECHNOLOGY WIVE NOKOWS, 834235 • • • P.O. X19 2• • • • ybbt • INTEGRAL FIN ELEVATIONS UMINUM PICTURE WINDOW, IMPACT PW-701 Stalle I4 d12I°°4� 113' NTS -/4 Robert L (pant, P.E. PE x/12 Structural T - SUMS, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES A. 7%16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 71W LAMINATED GLASS (3/18"HS, .090, 3116HS) C. 1 1116" LAMI 1.0., 3/16115, 7/16° SPACE, 7118° LAMI (3/18A, .090, 3116" HS) D 1 1116" LAM11.9., 3/16HS, 7/16" SPACE, 7/16" LAMI (3116FIS, .090, 3/18" HS) FTL 3835 FTL -3835 FTL -3850 FTL -3850 AREA _ 10.79 SQ.FT 12.87 SQ.FT. 14.95 SQ.FT. WINDOW GLASS ‘. WINDOW "Y" DIMENSION 82 000 +80.0 .0 AREA 15.14 SQ.FT. 18.08 SO.FT. 2098 SO.FT. "X' DN. 49.000 1YPE ( A,B,C,D +80.0 1 -80.0 34.000 +80,0 I .80.0 +800 1 -80.0 A,B,C,D( +80.0 I -80.0 _ ) +80.0 410.0 39500 +80.0 I -80.0 9.70 SO.FT. 11.57 SQ.FT 13.44 SQ.FT. 54.500 +80.0 1 -80.0 +80.0 I -80.0 60.000 1 A,B,C,D +80.0 i -811.0 +80.0 1 4 i.0 AREA 11.88 FT. 14.17 SQ.FT. 16.48 SQ.FT: 65.500 1 A,B,C,D +8).0 1 -80.0 +80.0 1 .80.0 +80.0 1 490.0 AREA 12.96 SQ.FT. 16.47 SQ.FT. 17.97 SQ.FT. 71.000 f A,B,C,D +80.0 ] 40.0 +80.0 I -80.0 +80.0 1 -80.0 AREA 14.00 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 78.500 1 +80.0 -80.0 +80.0 -80.0 A +80.0 I -80.0 B,C,D +00.0 4 0 AREA 16.23 SQ.FT. +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 40.0 B,C,O +80.0 40.0 +80.0 0 19.38 SO.FT. 22.49 SOFT. A +60.0 -80.0 +80.0 490.0 +78.0 -78.0 87.500 C +80.0 40.0 +80.0 40.0 +80:0 -80.0 13,0 +80.0 AREA 17.32 80.FT. A +80.0 30.0 480.0 -80.0 +74.0 -74.0 93.000 C +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 40.0 -80.0 8,0 +00.0 AREA _ 18.41 SQ.FT. -10.0 +80.0 .0.0 20.68 SQ.FT. +80.0 21.96 SQ.fT. +80.0 .800 24.00 SQ.FT. +80.0 40.0 25.51 SQ.FT. Sri D r amileW o•" VIE 41407 ammo s tJ➢TARI A1D ASEL" DAN? art ON* lamosvm FX MAW A 01iVK,HAi3 ' AA/C 3COM aloft am airt•Me oem _ 1714103 ••• • 45.000 +80.0 , -80.0 15.31 SQ.FT. +80.0 1 -80.0 17.03 SQ.FT. +80.0 1 -80.0 18.75 SQ.FT. +80.0 1 -80.0 20.47 SQ.FT. +80.0 -80.0 22.19 10.Ft +783 -79.3 +80.0 -80.0 23.91 SQ.FT. +80.0 -80.0 +74.5 74.8 +80.0 -80.0 25.63 SQ.FT. +70.0 -70.0 +79.1 79.1 27.34 SOFT. +65.5 1 -65.5 +74.0 -74.0 +80.0 1 -80.0 29.06 SQ.FT. 71.9 +63.0 -83.0 00.0 -80.0 +71.2 -71.2 SO.Q • 430.0 • i 41110.0 • a -kW" 0� 44* � 26.33 8* tt •: : :3 • • •• •• Z •• • • • •• 46.500 L 0 +80.0 -80.0 15.82 SQ.FT. +80.0 1 -80.0 17.60 SO.FT. +80.0 ( -80.0 19.38 SQ.FT. +80.0 1 -80.0 21.15 SLT.FT: +80.0 1 -80.0 22.93 SQ.FT: +78.0 78 0 +80.0 -80.0 24.70 SQ.FT. +73.1 -73.1 +80.0 40.0 28.48 SQ.FT. +68.4 -68.4 +77.3 -77.3 +80.0 -80.0 28.26 SQ.FT. +63.9 1 -63.9 +72.2 -72.2 +80.0 1 -80.0 30.03 SQ.FT. r 98.020 A +800 C .80.0 0,0 +80.0 .80.0 -80.0 -60.0 AREA 19.00 SQ.FT +80.0 +80.0 +60.0 -80.0 -80.0 -80.0 22.67 SQ.FT. f -71.9 +61.5 +89.5 +80.0 -61.5 -69.5 -80.0 31.00 SQ.FT. 48.000 +80.0 1 -80.0 18.33 SQ.FT. +80.0 I - 0.0 18.17 SQ.FT. +80.0 1 -80.0 20.00 SQ.FT. +80.0 1 -80.0 21.83 SQ.FT. +80.0 1 -80.0 23.67 SQ.FT.. +76.8 1 76.8 +80.0 1 -80.0 25.50 SQ.FT: +71.8 -71.8 +80.0 40.0 27.33 SQ.FT. +67.0 -67.0 +75.8 -75.8 +80.0 -80.0 29.17 SQ.FT. +62.4 -52.4 +70.5 -70.5 +00.0 -80.0 31.00 SQ. +60.0 -60.0 +67.8 -67.8 +80.0 -80.0 32.00 SQ.FT. N I SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSULIE 7,6 32SA Ff. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR 1 MAXIMUM 4381E IN TAO E 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR S)Z>? IH TABLE 1, WHICH THEIR OVERALL WIDTH AND HEI Ht aEN 10 �C f I LI ,• N. 3.8l E SHEET 10 THROUGH ANCHORAGE INFORMATION. • • • • • • FLANGED UNIT DESIGN PRESSURES .UMINUM PICTURE WINDOW IMPACT • I NTS ( 6 s 12 1aaw 42594 mama RENEWED tlwRl tb1• RehihtiOde towns OM 14 PIEM tCPREVISED w *kFk,W Itokasesdo Alusistain N• foe Rotel LC4rr3,P.6. PE NE M SturAntel TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SI21rS ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16""A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3116"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3116HS, 7/16" SPACE, 7/16" LAMI (3116HS, .090, 3/16" HS) WINDOW GLASS "X DIM. TYPE 49.000 AREA 54.500 I A,B,C,D AREA 60.000 I A,B,C,D AREA 65.500 I A,B,C,D AREA 71.000 1 A,B,C,D AREA A B,C,D AREA A B,C,D AREA 76.500 I 82.000 I 87.500 93.000 98.000 F.K 11 4104 A,B,C,D A c B,D AREA A C B,D AREA A C B,D AREA Rmilektwe WINDOW "Y" DIMENSION 28.500 +80.0 I -00.0 9.70 SQ.FT. +80.0 I -00.0 10.79 SQ.FT. +80.0 1 -00.0 11.88 SQ.FT. +80.0 I -80.0 12.98 SQ.FT. +80.0 -80.0 14.05 SQ.FT. +80.0 +80.0 +80.0 +00.0 +80.0 +80.0 +00.0 +00.0 +80.0 +00.0 +00.0 +80.0 +80.0 -80.0 -80.0 15.14 SQ.FT. -80.0 -80.0 16.23 SQ.FT. -80.0 -80.0 -80.0 17.32 SQ.FT. -80.0 -80.0 -80.0 18.41 SQ.FT. -80.0 -80.0 -80.0 19.00 SQ.FT. 34.000 +80.0 I 30.0 11.57 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +00.0 � I -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 I -80.0 18.76 SQ.FT. +80.0 +80.0 18.06 SQ.FT. +80.0 +80.0 19.36 SQ.FT. +80.0 +80.0 +80.0 20.66 SQ.FT. +00.0 +00.0 +80.0 21.96 SQ.FT. +00.0 +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 -80.0 22.67 SQ.FT. 39.500 +80.0 I -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 I 30.0 19.48 SQ.FT. +80.0 +80.0 20.98 SQ.FT. +80.0 +80.0 +78.0 +80.0 +80.0 +74.0 +80.0 +80.0 +71.9 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 22.49 SQ.FT. -78.0 -80.0 -80.0 24.00 SQ.FT. -74.0 -80.0 -80.0 25.51 SQ.FT. -71.9 -80.0 - 80.9•• 26.33 SQ +FT. • e va7n 7ECKNOLOOYDRIVE NOKOASSOM. SOTS • • P.O. goons • NOKOMIS, � � • • • .•• . 45.000 +80.0 -80.0 15.31 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +60.0 I -80.0 18.75 SQ.FT. +80.0 I -80.0 20.47 SQ.FT. +80.0 -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +00.0 27.34 SQ.FT. +65.5 +74.0 +00.0 29.06 SQ.FT. +63.0 +71.2 +80.0• • -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 -65.5 -74.0 -80.0 -63.0 -71.2 . •• •. • • • .• • • • • • • .• • • i e "i'°B' e • 48.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +60.0 I -60.0 19.38 SQ.FT. +80.0 I -80 0 21.15 SQ.FT. +80.0 -80.0 22.93 SQ.FT. +78.0 +00.0 24.70 SQ.FT. +73.1 +00.0 26.48 SQ.FT. +68.4 +77.3 +80.0 28.28 SQ.FT. +63.9 +72.2 +00.0 +61.5 +69.5 • +80.0 -78.0 -80.0 -73.1 -80.0 -68.4 -77.3 -80.0 -63.9 -72.2 -80.0 30.03 SQ.FT. 31.5 -69.5 -80.0 31.00 SQ.FT. 48.000 +80.0 1 -80.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +00.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 I -80.0 23.87 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 27.33 SQ.FT. +67.0 +75.8 +80.0 +62.4 +70.5 +80.0 +60.0 +67.8 +80.0 FM -3835 FTL3835 FTL -3850 FZL -3850 -76.8 -80.0 -71.8 -80.0 -67.0 -75.8 -80.0 29.17 SQ.FT. -62.4 -70.5 -80.0 31.00 SQ.FT. -60.0 -67.8 -80.0 32.00 SQ.FT. NOTES: A 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR•THE►MAXIMUM SIZE4.ISTE(WN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTI2 AND HEIGI3T D1434SION$ c414 FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN C 4 4HEkfio tispipTION WI13i ('TI=ER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. INTEGRAL FIN UNIT DESIGN PRESSURES UMINUM PICTURE WINDOW, IMPACT X 701 I NTS 16 of 12 I` N& 4259 -4 re PRODUCT RENEWED es ybigwwith tho Merida Minn Code kwatthwee N.os_na. Esph•tlo.daft Masi OhWw PRODUCT SEVISSO .ompyNag whit die /11tW lenielleg Code Acceptant /077# Robert L Clark, RE PE #39712 Structured 0 0 0 El 11 0 SCREWED C • RNER ASS'Y (FLANGE FRAME) MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH — HORIZONTAL SECTION (FLANGE FRAME) O L � -I J II 0 I � l ALONG ENTIRE JOINT Q t WELD (FLANGE FRAME) KEYED CORNER ASS'Y ALONG ENTIRE JOINT ALON.• ••• • • • • • •• • • JOINT •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • WELDED CORNER ASS'Y (FLANGE MAX. WINDOW Q HEIGHT 0 0 MAX. DAYLIGHT OPENING • • • • • VERTICAL SECTION (FLANGE FRAME) PRODUCT JFENEWGD as compiyhgt+rtth the deride Balding Cmk INSIDE E iteeeptente Nu pi°tm ok. • 0 Jy PRNDUCi phdeswNtlleihdi Orts Oakens t• B Ratione A ta.maex 114+07 cars 11111,03 nee NO CHANGE 71IISSHEEr NO CHANGE THIS SHEET ' F3 P.O.! S CTIONS & CORNER ASS'Y, FLANGED .ALUMINUM PICTURE WINDOW, IMPACT Awn T ere 10.0 7 • 12 I 42554 173 1 2.784" 1 ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT .• .• • • • 0 • • •••• • • • • WELDED CORNER ASS'Y (INTEGRAL Fit4 FRAMk; ... ALONG ENTIRE JOINT • • • • • • . . MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING 2.784" — 0 0 Q 0 INSIDE PRODUCT RENEWED Plorm. Ra tdfaz Code E. u' Y • Dee Mang Code IIIMUCT REVISED � v i er FA 10161111.1)C FA F.K Cfrew Rerishrs arm 12'1W3 7n4 Realisit e rtw c pa A tee, NO MANGE TT9S SHEET NO CHANGE THIS SHEET Cale 1070 TECHNOLOGY DRIVE Natalie POW: 4 W • • • • VERTICAL SECTION • • • (INTEGRAL FIN FRAME) S CTIONS, INTEGRAL FIN AL UMINUM PICTURE WINDOW, IMPACT 7 / 447 J as R� • Tn 1 a 12 I 4254 I B DESCRIPTION ITEM DWG NO., 17 1 4256A 2 4253 7 1155 8 10 4255 11 4254 12 1224 13 4224 14 15 18 4262 21 22 • PART # , 64256 64253 781 PDX 64255 64254 6TP247 64262 re— .970" 1 ITEM 10 7/16 LAMI GLASS BEAD MATT: 6063 -T5 DWG NO. 4255 INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.O. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7116" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I G. GLASS: 3116" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED Rowdily Oa* cbtrisbm awe tr FJG Des 4!44!77 Rodebre e NO CHANGE THIS SKEET F.K WSW Br F H4A13 Pfiserknc A M 0 MANGE MIS SHEET • • • • 1 1/16 LAMI I.G. GLASS BEAD MAT'Le 65 DWG14.42 • .". . . • • • 1070 TECHNOLOGY DRtVE Auoxo swe P.O. SOK NO NOIt0M1S "LS4f®4 • • •• e 1.875" a • -h-- .062" • • •• • • • •• • • • .082" 2.784" 2.784" .077" ITEM 1, INTEGRAL FIN FRAME MAIL: 6083 -T5 DWG NO. 4256A • •• • • ITEM 2, FLANGED FRAME DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT 4i "Mc , 3 w.mt 8 m 12 B 2.500" PRObw4.a ei.MEV/ :U as tempting t hA int DinitIa Radding code Ammonia! Nod . l a £apb•tto• oatq Slimed Mob Dim PRODUCT REVISED aostplytag Iva tie Mathis lahligg Odle Aaerpeance 06 WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A �L 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: A 1. FOR CONCRETE APPLICtA IONS .131' DIA. MIN. x 21/2' NAIL, AT CORNERS AND B"OC. CONCRETE ANCHOR (SEE NOTE 1) A 114° MAX. SHIM 1/4° MAX. SHIM • "`, r ISEE NOTE 1 FOR J EMBEDMENT A • + :r • ". brim A MANGE E MAD FASTENER BPA6 G rl twx AAi • P.�eflti ♦ �Srj • :wir WOOD ANCHOR (SEE NOTE 2) A MAX. f SHIM 1318° MIN. 1315' MIN. EMBEDMENT A EMBEDMENT INTEGRAL FIN DETAIL B 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) A or MAX. SHIM SEE NOTE i fOR , A EMBEDMENT - . . 4. • : (SEE NOTE 3) • T 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.8 KSI MIN. CMU 13( WOOD BUCK ,US ONLY MIAMI -BADE COUNTY APPROVED 114" ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4° SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE -IS 13146" MIN. --- -• -�., is16- 2. FOR WOOD APPLICATIONS I �iN11f, USE #12 OR #14 STEEL SCREWS (435) OR 114° SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix A aul:ft *VW TC THICKNESS B LESS THAN 1 1/2 ". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOCID coma= vicuterscAs DEPICTED AS 2x ARE 1 12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE CNGINIit RBp'BV COWLS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. RIAL H LL INI UM S N TH • :06 D A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROMIb€ FIQCL SUfP,OIf3 O TtIE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE it#32 S¢IEV WItH:FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSUt4S AaIb ANEtIO1:04@E SPACING tOR TAPCONS MAY BE USED. um* ass 10111111111 g 4Vr fliftfar au f. K TI woo- ANCHORAGE - HEAD, SILL AND JAMBS ter ALUMINUM PIG7URE WINDOW, &FACT � 4aa I l ttt 1 1 10 d 12 J 42504 • WOOD ANCHOR (SEE NOTE 2 114° MAX SHIM FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) PRODu :t Rhste,a4 eawpiji g with tbw Markt. IliddIng Code £ pktuk• Bra t4 sallapbissillber Ruda ^TV lkiradas Dee TABLE 3. ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. . DIM. 3dAi LIOHOMd WINDOW "Y" DIMENSION 15.0* 20.0" 25.0° 28.5" - an n" 34.0" 39 .5' 45.0" 46 .5" 48.0" I.,2. 2. 4. X Y X Y 49. ere Et. 1 Z14 L 1 weZL 1 01 1 9/£ 91 1Z/1 EL I 181£ EL 4/18 1 9/£ 21 9/£ 21 1 t1. - 1 9/£Z1 1 11 1 9/£ Z1 t1 1 WE 91- 91.19 8 1 9/£ 21. 911£ 6 I 191£E1I 91/9 6 I I esE L I 1 14 1 8/£ Z1 1.1. 9/2 Et LL I 8/2 Et I E/4 '11 '9/£24 Z/4 1 we EL 1 2/1 111 9x£ZL 2L 1 9/£211 ZL 1 91£ EaI ZL I 54. 9/9 04 Zit L 95 01 04 8/904 1 2/1 21 9/9 01 411 9 9/901 81901 1 1 1 8/9 01 1 11 1 1 8/501 1 1 11 1 9/9 01 9119 6 1 9 /9 01I 1 91/£ 6 I 1 9/9 011 91/£61 9/9 01 1 11 1 1 9/9 01 1 I 11 1 9/4 01 I 14 I 9/9 01 1 2/1 LL 1 9/9 01 1 2/1 11. 1 8/9 011 2/1 14 1 we 01 I 21 1 we OLj 24 1 9/4 01 1 z1 1 60. 21 1 2/11 Z 01 21 1211 Et Z 4/1 8 ZL 1 Z1 1 41 1 9 1 11 1 ZL 1 11 1 21 1 91/£ 6 1 21 91x£ 6 I 21 1 9W£61 9/9 6 11 1 21 1 1 11 8/B 8 1 14 1 9/96 2/114 El. 1 9/1 L4 8/9 6 Z/4 14 8/9 6 Z1 1 21 21 9/9 6 21 1 65. 4/£ 01 1 Z/1 L 4/£ 01 Ot 4/£ 01 1 Zi t 61 4/£ 01 4/t 8 4/£ 01 1 4/£01 1 11 4/£ 01 11 1 we 011 11 1 1 m£01 1 91/£ 61 41£ 01 1 91/£ 8 1 1 11£ 01 1 1 94/£ 6 1 91/S181 111 ] 4x£011 1.1 1 4/£011 L1 1 91/91 Ell Ll we oil 9/1 14_1 we oil 1 2/1 11 1 81/918 ZL ] 11£ 04I 1 E L 1 4/£ 011 21 1 71. 1911£1 14 1 2/1 L 191/£4 111 1 Q 19184 11 1 Z/1 EL 1 91/£1 11 1 4/1 9 191/£1 14 1911£1 L L L I 1911£1 111 ( 11 1 191/£1 141 1 11 I 1 9/1 1 191/£ 61 Ie 141 I9 I 8 /1.6 1 91/£ 6 1 8/1. 8 1 I 14 I 91/£4 141 1 11 1 9/c 6 I I 14 1 6 I E/L LL I 91/£1 111 1 2/1 141 8/L 6 1 1 Z/t LLI 91/1 8 1 21 1 91x£L 111 EL I 9/1. 6 1 21 1 76. 1/6 01 Z/1L 4/£01 01 4/£01 en Et, I 4001 4/1 9 1 4/£01 1 4/£01.1 11 1 4/£ 01 1 14 1 we 011 I 11 I 411 8 I 91/£ 6 I 14/£01.1 191/£ 6 1 I 41£011 1 91/£ 6 1 *11 6 I 11 I 40 011 11 1 4/1 6 1 1 14 1 411 6 1 2/t L L I 4/£ 01 1 211 141 4/1 6 1 2/1111 4/1 6 1 21 1 we 04 1 al. I 4/1 6 1 21 1 82. 19WLt41 1 E/1 L 1 194111 LL 01 191/1 11 1Zn 191/11 11 1 4118 191/44 11 191/14 111 1 1.t 191/14 11 1 11 191111 1 11 I 1 01 I 1 91/£ 6 I 191/14 141 91/6 6 1 - 01 I 1 91/£61 4/£ 8 I 1.1. I 91/11 LL1 11 I 01 I 11 1 41£9 En 11. ) 91/11 111 19/1 11 1 4/£ a1 9/1 11 1 4/£ 9 1 1 ZL 91/11 141 21 I 4/£ 9 1 Z4 1 87. 1 9/921 1 Z/1 L [9/4 91 1 01 1 ere v1 1 Z1121I 19/4 Z4 14119 1 9/9 Z1_ 191!£1 1 11. 9/4 2 1 I 11 1 [94m. 01. 1 41 I 191/1 6 1 91/£ 61 18/921 1 91/£ 6 I 1911£1 9119 6 I 9111 8 I 1 14 1 1911£1 o11 1 11 1 91 /L 6 1 I 11 1 91/1 8 1 9/1. 11 1 1 941£1011 2/1111 91/1 6 1 1 En Li. I 91 /L 9 1 21 1 91/£1 011 21 1 91/1 8 Z1 I 83. 1 9/9 11 E!4 L 9/9 LI 1 01 8 / 9 1 1 214 21 8/9 11 1 1 8/9 11 1 9/101 14 1 9 / 5 1 1 1 14 1 8x9 111 1 11 1 9W£8I i 9/s 14 I 91/281 1 9/1 01 I ( 91/£ 6 1 L 11 1 8/5 LL I 1 41 1 11 1 811. 8 1 Z/1 11 1 B s R I 1 9/1 11 1 Z/1 14 1 91181 21 I 9/1 0LI 21 1 to 21 1 98.0" O.C. 1ZL 12, 1 1 1 1ZL 2 01 1Z 1 zit El 1 I 1 1 9 F 1 co 1 Z/1. OL I 11 1 1 Et I I 1 . 1 I IZ.r 01 1 11 . I 1 8/£ 6 1 1 91/£ 81 1 - 24 1 9W£ 61 I Z/1 01 91/£ 6 1 187/16 14 I Fin O1 I 11 1 P1i£ 11 1 91x91 2/1 IL 2/1 01 1 2/1 1.4 1 91/1 81 211 141 9111 91 1 Z 1 2/1 01 1 EL I 9111 9 1 21 I NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: •• ••• • • • • • • •• • • • MAX ON- CENTER (O.C.) %P AND 'Y' DIMENSION FROM TABLE 3 (MIN. 2118°4C. QQI3CRU ffi • • MAX 8 112° FROM CORNERS DIM. L 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECWANGIJI.AR: • • • • I� "X" DIM. - • • FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WQ)1 4 AI'fD HEI D NS COIIPtETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMEPER CIRCUNMERF.IOGE, NOT EXXL■EDING 8112" FROM ANY CORNER. ANCHOR TYPES: 1. #12 STEEL SCREW (135) 2. #14 STEEL SCREW (05) 3. 114" ELCO TAPCON 4.1/4" ELCO SS4 CRETEFLEX 5.5/18' ELCO TAPCON PRODUCT RENEWED Ma0 with abe Fbrld• Raid41 Cede disarme ?km:LIMO abides PIODUCHIEVIND asmaylitsi Sift C wpLrt/IriU AeN•' • Dam .7/.. Nil Roeder F.1C Reatle , Gm"•ep FJC. Gds 4/4107 n ereecee 8 Glens are , awdm•e NEW SHEET 1070 TECHNOLOGY WIVE 140110 *x311275 P.O.8Q7t 16 NOKOMM, FL NM. • •• • ••• ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT nuke ea Prw701 I NTS 111 d 12 4258.3 we B //A Robed L t h, P.E. PE i149712 S uohnel TABLE 4. ANGFIDR GN CENTER DIMENSION BY ANCHOR TYPE 4 CONCRETE SUBSTRATE y{tLi@ -K. . r "Y" 1 ANCHOR TYPES: r; s i r - s WIIIIEUIN - Ti _ W NDOW i. DIMENS T'. 46.a" 48 • r; .0' 1.112 STEEL SCREW (G5) 2014_STEEI- L -et.. •• . - • 4. . 3. 4. 8. 3. 4. u 'Ix1erezl1 .Iv-1 6/1 14 1 4. 1 7 7/16 Ix1 791 L k. "'Ix' 9x6 zt 1 .1 >I zti 1 Ix1 1318 z/ 1 3. 114' ELCO TAPCON DIM. Y( X YIXYXY XYXY XYXYXYXYXYXY XY XYXY XY XY XYXYXYXYXYXY4ApracosucRE-Temix x1 arc LI >1 e 1 x1 816611 � zl1 i1. 1 818 49.0 61. 2/11. ( 8/66l', 1 ai r 1 816 61 211 9 BS 61 211 61 tin 4/19 1 1316 21 tilt 9 ML 6 1 911 6 1 11 es et I 44 1 9I6 z1. 1 11 91 /L L 91/6 6 e/6 z4I 9416 61 816 z1 1 ;91/861 9114 L I 411 @ e16ELI LL 1 91661 11 1 z1 1 5. 5116' ELCO TAPCON 54.5' Ie/901 1 1 9/8 01. O1 1ess01 1 z/1 9 I e13 at 1 Zit 61 1e1901 1611 19/901 1 411 8 1 6/1 8 al (8/901 all 1 2n 8 1 LL 19x301 1 11 1 1 B/5 01 1 L I I 1 94/6 61 1eI9o11 9118 8 1 Iesoil 9116 6 1 8/1 414 8/8 01.1 11 1 8/9 01 1 LL 1 911 I 819 9 ess011 Z11 it 8/5 01I en 11[ 814 L 1 7 4 e/sa11 ern. e/so11 21. 1 80.0 1 Z1 1 z/1 4 01 1 ere 6 1 6/1 9 1 Zit 21 1 9198 1 6148 1 61. 1 011 8 1 1 21 _« I et. I LL I I 21 I LL I 1 8116 6 I 21 I 191/6 el z1 1 911E 6 I 8/1 9 1 0/18 91s 8 1 11 1 21 1 11 1 8/c 9 1 8/s 9 1 es 6 1 Z/1 111 et 1 2/1 14 eiL 9 1 1 - 9/9 8 1 2t [ 21 1 zl 1 85.6 1 we at I 211 L 1 9/801 1 at 1 we 01 1 zit 9 1 vs 01 1 2/1 21 1 911919 1 4/1 9 1 916 01 1 wt. 9 1 91/91 9 1 14/ea1 1 91/11 11. 9/8 01. 1.1 1 P/6 41 I 1 91/11 1 1 911E 6 I 1 01 1 we 91/6 6 1 916 all 918 81 91/1191 9/181 4/8 11 1 418 all 11 1 91/149 L es 1 O/E011 Z/1 11 1 we 01 1 211 111 91/419 411 9/6 01 I Zl 416 011 z1. 71.0 0.C. 191161 11 1 2/41 191161 Li I al I etc 8 1 2/19 19w9111. 1 Z/1 21 19111.9 1 911 9 191161 11 1 to 9 9111 6 CA 19416 14 CD 19114.81 1 _ 1.i —! 191161 11] I 14 1 191/61 LLI 1 11 1 I em 1 91/6 6 1 1 ea 6 1 1 91/8 6 I 91/61 111 91/6 6 I 91/8 91 9/19 I 911 6 11 1 Few 11 91/8 9 1 9//9 1 ea 6 1 zl1 91/81 111 21 1 11 91/8 9 I P11 L1 911 6 1 V 914E1 141 �. PNEDuCT EEto.veta Men Cali 112 OA 78.6 1.1E 01 1zr1c 1 vs et. I al 1 we 01 121.9 1916 o1 1211 Z1 1 till 6 1 One 1 01601 1 till s 1 9111 8 c 1416 19111 e 11 1ti/E 1 11 1 1 we 01I 1 LL 1 1 etre L 1 1911661 191601 911E 8 vs o11 9116 6 1 2/1 9 I 011 6 1 9/1 6 1 it 1 418 01 11 1 2/191 es 1 41161 en L 1 1 P/6011 Z/1 14 1 Zit 9I tin 11 PA 6 I 21 4s al 1 V 82.0 11 I en 191/11 11 I 01 1 vi 9 191111 11 12/1et, IWE 1 411 8 191/44 11 1 tine 1 c 191111 it 1 91/81 L ( tl 191/14 111 I L 191111 111 I LL 1 191/8 8 1 f al 1 1 911661 9 111 91/861 8189 011 9 01 1L 81 / 111 11 1 9169 13198 9 1 2/4 it 1 91/41 141 2/1 141 eri91 tilt 4 1 tires y 91111 111 21 4 OMide� 87.6 919 2i 1 2n 1eJ961 I at 1 art 6 fill: 9 18/9 61 1zr1 1 91/1 9 1 4/t 8 1e/921 1 411 191/4. e 1 es et 1 91./8 1 1 it 191!81 oI 1 Li I Iers 1 LL °'1 9 1 91/8 81 191/61011 91/681 819 61 1 91/8 61 91/9 9 1 9/1 9411 61 11 i t 1 9119 91 es e 1 9L/Lel 61 1 1 1 1 X Z/1 11 1 91161 9 1 9/11 911E 8 1 21 1 es z11 21 93.0 0.C. I es Li 1 6l 1 � es LL 1 01 1 en 01 1 2/1 9 1 9/941 61161 at 1 O /L 9_ 1 8/9 11 1 9/1 1 8/18 c 1e/sit] 1es11 1 11 1 re 1' 1 it 1 Wis 141 1 14 1 1 P10 1 1914661 8/1. at 1 1 84/6 6 1 189 1 811E 81 141191 41181 i1 1 13/9 it it r esist 1 else 1 211 111 Fes it1 211 11 1 911:1 tit tI es Lit V PAP REVISED NB �eiB�Qble�• N• Sr. •. a . ; ., ,.;, , Sa- M. O.C. 1 21 1 2/1 1 61 1 01 1 1 W 9 1 21 zl ! 1 arc 8.1 1 4118 [2t 6119 9141 8 G> ��., OI 91111 I t1 I 1z1L 01I 1 11 1 21 1 I 11 1 1 211 9 1 9116 61 14/1 0i 1 9116 8 et 1 9116 6 1 (p ml9 1 e/6 8 1 11_1 2t 1 - 14 1 tD 9/9 8 1 8 7/16 Z/1 11 1 61 1 en 111 Its s 1 911 4 1 eta el 2t 1 z1 1 z1 NOTES: • • ••• • • i. NCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: • • • • • MAX. ONE (0.C.) "X" AND 'Y' DIMENSION FROM TABLE 4 (MIN. 2 118' 4C�CGl/C� 55TH • • • DIM. MAXI Ur FROM CORNERS ,. 1/ C�i/.7 Of /' ate ,, P 2 PE 039712 2. ANCHOR NG FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTMIGYI • • • • 'X • . • . . . FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WUtFFCAN NE G�FF��•11'�I�•!N�� • �• 10N8 biPLkTELY FIT WITHIN DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIME ER OR•GIRCUMFERENCE, NOT PcX DW0 8112' DIM. AND USE THE ON- CENTER FROM ANY CORNER. ANCHORAGE, CONCRETE SUBSTRATE ANIOIN AX OW Ow SWAM A NE W MEET �a � ,� .. - ALUMINUM PICTURE WIN ©OW, IMPACT pQ 34• . • ms ' s ': �. + I lama 2 A 12 I • I _ B Owl* Mr anclieltr Ddr MIAMI COUNTY BUILDING CODE COMFLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 ScoPE: MMM1 -DADE COUNTY, FLORIDA METRO -DADE FL.AGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375-2901 FAX (305) 372 -6339 w=vv.maimidade,Bov/buningcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 them jurisdiction. BORA rives the right to revoke this acceptance, if it is determined by Miami-Dade County Product. Conti:ol Division that this product or material fails to meet the requirements of the applicable buticfing'Gode. • • • • This product is approved as described herein, and has been designed to comply with the ffrida Buildio�• • • Code, including the High Velocity Hurricane Zone. • • • • DESCRIPTION: Series C - 740 Outswing Aluminum Casement Window .... • • - L.M.I. '' ..•• APPROVAL DOCUMENT: Drawing No. 70458, titled "Aluminum Casement Windom id ", s heets . I through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufac s signed idi r sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control ' • ' wit?i he Notice of A expirati on date by _thee MiamiDade Co • • • number and County Product (;ontfotDiviston• •. MISSILE IMPACT RATING: Large Missile Impact Resistant . • . • . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ci{y, stated. following statement "Miami Dade County Product Control Approved", unite 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 exertion 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Cotmty, Florida, and followed by the expiration date may be displayed in advertising Iiterature. Ifany 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 manufitcturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05-1129.11 and consists of this page 1 and evidence pages E4 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 0$- 0117.11 xpiration Date: May 22, 2013 t Approv l De. May -1S, -2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 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 209=9;4• • • • • • 6) Forced Entry Test, per FBC 2411 32.1 and TAS • along with marked -up drawings and installation diagram of two outug alunurium• casement windows, prepared by Fenestration Testing Laboratory, Test Report lyp. • FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, • • • (Submitted under NOA# 05-1129.11) • 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per l?BC, .'1 202•94. 2) Large Missile Impact Test per FBC, TAS 201 -9 • • : • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 '.... along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted raider NOA# 03- 0611.02)" 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R No. FTL 3587 dated 10/8/02, signed and sealed by Jo • h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control m r NOA No. 0 : .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 I" GT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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 one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P E (Submitted under NOA# 03 0611.02) 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) 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 three aluminum oitstmiag casement windows, prepared by Fenestration Testing Laboratory, Th t Report Nq • • • • • FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P E • • (Submitted under NOA# 03- 0611.02) • • • • • • • • • • • C. CALCULATIONS • • •• 1. Revised Anchor Calculations and structural analysis, prepared by plat acturer;;la ed 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies wi&STM E 1300;98 E -2 • • • • • • • • • •. • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05 1129.11, issued to PGT Industries for th 'es C -740 Aluminum Casement Window — L.M.I., approved ' 0 ,. 3/06, ex.'s i a ! /22/08. Manuel P = P.E. Product Contro finer NOA No. i 17.11 Expiration Date: May 22,2013 Approval Date: May 15, 2008 • .• NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5116° LAMINATED GLASS COMPRISED OF (1) CITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT J .= B 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" F HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF 2 SOLUTIA OR DUPONT PVB. --4I1 C. 7/18' LAMINATED GLASS COMPRISED OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7118° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS Wl AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13118' I.G. GLASS COMPRISED OF (1) UTE OF 1/8' HEAT STRENGTHENED GLASS AND (1) 8116° LAMINATED COMPONENT WITH A 318' AIR SPACE. 5/18' LAMINATED GLASS COMPRISED OF (2) CITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/18° I.G. GLASS COMPRISED OF (1) LITE OF 118' ANNEALED GLASS AND (1) 7/18' LAMINATED COMPONENT WITH AN AIR SPACE. 7/16' LAMINATED GLASS COMPRISED OF (1) UTE OF 3/16' NagEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. - ® G. 13/i6' I.G. GLASS COMPRISED OF (1) LITE OF 118° ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7116' LAMINATED GLASS COMPRISED QFJ2) S OF 3/161 TEAT STRENGTHENED GLASS W 90 WITH AN .0 SOLUTIA OR DUPONT PVB INTERLAYER. 2.C ONFIGURATIONS X, " OX(OX)AND 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.98. C. DESIGN PRESSURES CINDER 40 P.S.F. NOT APPLICABLE IN M1AM1 -DADE COUNTY. D. FOR 'X" CONFIGURATIONS SEE SHEET 5. E. FOR 'XX' CONFIGURATIONS SEE SHEET 6. F. FOR 144 nor & "0' CONFIGURATIONS SEE SHEET 7. G. FOR 141 "XOX" & 'Xo' OR '0r CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "COX, °X0' & "OX' CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING A SEE SHEET 13 FOR APPROVED ANCHORS. 114" TAPCONS OR 114° SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN S?IECTq 8 %HI GIJG:9: SEB SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS W CHORING_WITIH t12S • • • • • •• • • • . SHUT REQUIREMENT: NONE REQUIRED • • • • • • • • • • • • • 6 NARROW;IOINT SEAIANT`I3:USED oN 11. FOUR CCINNERSVIF THE FRAME. • • h7. REFERENCE TEST REPORTS: FR-3580. FTL- 3582. FTL -3587, FTL -3729, FTL4607 AND FR.-41308. CONFIGURATIONS OPTIONS il3 tt 2 4 A n x o x `2`a 2 UNEQUAL LITES N 2 UNEQUAL CITES 2 id UNEQUALUTES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS..... 2 ELEVATIONS................. 3-4 DESIGN PRESSURE TABLES.. » ». 5-9 CORNER CONSTRUCTION—. 11 EXTRUSION PROFILES 11 -12 PARTS UST » 12 ANCHORAGE 1,3,4,13 PRODUCT RENEWED Coil* *b 2&1$ irItte f /Zf /0 ailor Seesaw • ••• 342E193 . 8 ADD 13/18' 1.0. a MOVE I3ADAOOETADS 1E1 MEET 2• NOCN MS SHEET • • ADD 76"11T., 04133 TYPES FANDO. REdASE� Oste Dam 827/07 2l7 w+aw r a D � eF Deft • • • • • NOTES AND TABLE OFCONTEINTS %UM1NUM CASEMENT WINDOW, IMPACT estbstelcbt pat. CAAID NTS !• 1 d 13 r "°' 70438 1 wen A. UMW, P.E. PE ORM Blechardcal •••• •••••• • • ••• • • • • • ••• • • • ••••• • • • •••••• • • • • • • ••• • • • • • • • • • •• •• A 1/8" ANNEALED OR - —.090 PVB INTERLAYER 86 HEAT STRENGTHENED -4-1 GLASS _� 1/8" HEAT STRENGTHENED GLASS 30 31 3/8' AIR SPACE - 1/8" HEAT STRENGTHENED GLASS -y 32 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL 7/16" LAMINATED GLAZING DETAIL .65° NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16° HEAT �-- STRENGTHENED GLASS .65" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8' ANNEALED GLASS •• ••• • • • • • •• • • . •• • • • • • •• ••• •• • • • •• 13/16° 13/16" b 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL .65' NOM. GLASS BITE 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8' HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/18" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS PRODUCT :.r^^ /RJPD ,gip w •der F.K • .•• REDRAW GLAZING DETAAS 8 ADD 13/18* PE. • • • • • • • NO CHANGE IWS SHEET • • • • to • •• • ADD 13/15' LAMS LO. W /7 /16'LMAB CORREGi5✓18'LAW DETAIL Daft 7/10/03 Pak X8/033 Pavisiorte • • • • q•�xo0 • N 0 S , 41 1 -3J 75 • • 1826 'Node 34274 •Visib9 Better GLAZING DETAILS Taw ALUMINUM CASEMENT WINDOW, IMPACT s_,_ saver a &wow Na CA - 746 NTS 1 2 " 13 I 70458 11 L"e"a A. Tuner. P.E. PE 058201 Mechanical ig [ I i /Dr( ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • CENTERLINE 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID-SPAN ANCHOR DETAIL TYP. (2) ANCHOR 11/7 LOCATION TYP. i l 13' MAX. O.C. 4' 1 0' MAX, SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30' MAX. DAYLIGHT OPENING • • • • • 1' �I 141/2" MAX O.C. VENT HEAD & SILL ONLY 3 7" MAX. ! • •• • . • • ••• VENT TYP. • • • fir wit F • • • • • SEE METING RAIL DETAIL TYP. (4) ELEVATION W - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) - • - - • - 4 • • ▪ - ♦- IYTS 3 > 43 FX WSW 0 MIME SHEET 9D. REFERENCES Ttma"s' — &OW& FA 7WU= c ADD HMS LOCATION n87ALL3 5y Oa* lastistme got Saws 0 MAXNf TO /raw max ow it no •• • , 8r Aft - sm • art• Mk. - - - - -. - • MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) ••• 13C MAX. WIDTH 57 MAX. DAYLIGHT OPENING • • • tamEdmorioar awe 11110011119,61.361N1 • • • maw • NoKome, R. 34274 ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • •• •• • •• • • • • • • DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13' MAX. O.C. 30' MAX. DAYLIGHT OPENING 4' 4' MAX. L A 68' MAX. DAYLIGHT OPENING NOTE: "X' PANEL MAY SWING IN EITHER DIRECTION 78" MAX HEIGHT 1 'XX" & 9fOX' ELEVATIONS saw.* 04740 74 MAX. WIDTH__ MAX. DAYLIGHT OPENING X / SEE MEETING RAII/DETAIL •( 14 1/7 MAX. O.C. TYP. pLEV/ TIAN "8' -10I" (SEE SHEET 7 FOR PRESSURES) ALUMINUM CASEMENT WINDOW IMPACT ® 69" MAX. DAYLIGHT OPENING 78' MAX. HEIGHT anniltflie with es Mang Mgt Asere Xs rxr 0 1 ;', • WC, (,/Ur la Ri PE Stastiontal FK area+ DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX FLUSH AGAINST JAM, TYPICAL HEAD & SILL }I1NGE LOCATION DETAIL 141st" MAX. O.C. VENT HEAD & SILL ONLY flesOkest CHANGE SHEET 610, 13' MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX O.C. 4' a+r 2s fievisbes • • • TAU. ADD BE ve & Howe L0 4T/Of410ms• • - • • . •• - - •der F.K 7bwtr. /Met - - Fit ma P CHANGE WPC HZ TO MANI) MAX O60 TTOW • r. o m llamaur r..ae Maw r F:K 12/17A72 _Fr( 37" MAX. WIDTH 30" MAX. DAYLIGHT 0 ING 69" MAX. DAYLIGHT OPENING 76' MAX. HEIGHT 14 1/2" 4" MAX. - MAX. O.C. ELEVATION "D" - "X' (SEE SHEET 5 FOR PRESSURES) 4* MAX. • • • `3 • • 4" MAX. • •• •• • • • 97' MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 30' MAX 83' MAX. -- DAYLIGHT y f— DAYLIGHT OPENING OPENING 4 , f_r 4 • , 1i • • •• • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • ••• • • • • • • • • • • • • • • • • ` - -( MAX. 0.C. • • •• •• 37" MAX. VF W T �� "- - -6 MAX FIXED ELEVATION "F' - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) • • • • N c*4lS4L 3W • • •v ii je&ertcr • • • • • • • • • •• • • • 13" MAX. O.C. 4" 4" MAX. ELEVATION "E' - "O" (SEE SHEET 7 FOR PRESSURES) 69" MAt DAYUGHT OPENING '7r, "O' '70"a "OX" ELEVATIONS NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 76' MAX. HEIGHT l-- 4-13' MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ALUMINUM CASEMENT WINDOW, IMPACT s I NTS 14 43 I 704543 69" MAX. DAYLIGHT OPENING 76' MAX. HEIGHT smatyllber Iles* 1f/2r, t•oi& Turner. P P. Pe t`342U1 Itedumicat COMPARATIVE COMPARATIVE ANALYSIS TABLE 1 - - , _ _ . - -- - -- - -,("_ WINDOWS TEST REPORTS: FTL-3582, FTL-3587, FTL-3720 GLAZING OPTIONS: 1 A. 5/16' LAMI (1/8"A, 090 118 "HS) 'I B. 5/16" LAM! (118'HS..090,1/8 "HS) ! E. 13!16" LAMI (1t8°HS,3/8" SPACE,5/16" LAMT -Wl 1/8°118,.090,1/8"HS) HEIGHT 26 31 38 lag 3/8) 43 48 1 50 5/8) 54 87 60 83 86 69 72 NEO POS NEG POS NEG PDS NEG POS NEG POS NEG POS NEG POS NEG POS NEG PDS NEG POS NEG POS NEG POS NEG POS NEO POS 11918 A -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -900 70.0 - 90.0 70.0 -90.0 700 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 9,E -90.0 70.0 - 90.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 40.0 70.0; -90.0 70.0 -90.0 70A -900 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -MA 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -89.6 70.0 468.3 70.0 - 84.2 70.0 -83.2 70.0 -81.7 70.0 B,E - 90.0 -90.0 70.0 -90.0 70.0 40.0 70.0 -90.0 700 -90.0 70.0 -90.0 70.0 40.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 40.0 70.0 -90.0 70.0 -90.0 70.0 28 1 /2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 483.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 89.9 -67.8 87.8 -88.2 68.2 -M.0 85.0 - 83.7 83.7 BE -90.0 70.0 -4.0.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 40.0 no' -90.0 70.0 - 90.0 70.0 -90.0 70A -90.0 70.0 - 90.0 70.0 -90.0 70.0 490.0 70.0 40.0 70.0 30 A -90. 70 -913.0 70.0 -90.0 70.0 -87.4 70 -77.6 70.0 -88.4 68.4 - 63.9 63.9 -60.0 80.0 - 58.5 58.6 -58.2 58.2 - 53.4 53.4 -51.3 513 -49.8 49.6 -48.3 48.3 BE 9 0 0 7 0 0 - 9 0 0 7 0 0 9 0 0 7 0 0 00 0 7 0 0 - 9 0 0 7 0 0 90 0 7 0 0 0 0 0 7 0 0 - 9 0 0 7 0 0 00 0 7 0 0 0 -90.0 70.0 -90.0 70.0 -900 70.0 -90.0 10.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 -88.3 70.0 -81.0 70.0 - 71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.156.1 - 53.8 53.8 -50.4, 50.4 -47.7 47.7 - 45.8 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -0.0 70.0 - 99.0 70.0 -90.0 70.0 -90A 703 40.0 70.6 -90.0 70.0 .-900 70A -900 70.0 - 90.0,70.0 -90.0 700 40.0 70.0 -873 70.0_ - 84.4; 70.0 A -75.0 70A - 78.0 70.0 -75.0 70.0 -75.0 70.0 -653 85.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -456 48.8 -45.2 45.2 42.4 42.4 B.E -750 70.0 45.0 70.0 -75.0 70.0 -75.0 70.0, 45.0 70.0_ - 75.070.0 -75.0, 70.0 -75.0,70.0 -75.0 70.0 - 75.0 70.0 70.0 A -75.0 703 -75.0 70.0 •75.0 70.o -70.4 r 70.0 - 60.4 60.4 -54.3 54.3 -51.1 51.1 - 17.9.47.9 -44.8i 44.8 -42.2 42.2 -75.0 -39.7 39.7 .+07.L. 12 7fEW ` y 13,E -75.0 70.0 -75.0 70.0 -75.0 70 0 Mk 70.0 -700 Tao -75.0 70.0 -75A 70.0 -75.0 700 -75.0 70A -75.0 70.0 -75.0 70.0 � 6 37 - - I A 1 -75.0 70.0 70.0 - 73.7 70.0 - 67 - 9 67:9 - 59.0 59.0 - 52.8 52.8 49.9 49.9 -48.4 48.4 - 43.8 43.5 -41.1 41.1 -38.6 38.6 8.6 -75.0 70.0 -750 70.0 -75.0 70.0 - 75.0 70.0 -78.0 70.0 -75.0 70.0 45 -75.0 70A - 75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. 'X" WINDOWS TEST REPORTS: FTL -3580, FTL-3587 GLAZING OPTION: C. 7/18" LAMI (3/16'A,.090,3/16'HS) AU. "X`' SIZES UP TO 37° WIDE 31.33" HIGH AND ALL' ES UP TO 32' WIDE x 72" HIGH 1 -90.01 70.0 rung o=ltio Qi tilsolds fix• ,...,. ii /. • TABLE 2A. °X" WINDOWS TEST REPORTS: FTL -4607, FTI. -4808 A _ GLAZING OPTIONS: C. 7/18' LAMS (3/18'A, 090,3116'HS) F.13116' LAMI (16 SPACE,7 /18 LAMI -WI 3116"A,.090 3116"HS) ALL 1 1C* SIZES UP TO 37' WIDE x 76' HIGH -55.0 55.0 •• ••• • • • • • •• x� 1. F INSTALLATIONS IN WOOD OR CONCRETE TO TIE FULL 0 SI&iI {RISS IS T®E ABOVE TABLES, USE ELCO 1/4• TAPCONS OR 114•834 CRETE -FLEX ANCHORS. • • • • • • • • • • c 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE 19 1.901ker439.1 et.': : .. • • a . - /Z" I �O 1I / �'!IV' Lucas .RE. OM Illechankal PA PA FR u F 11111116 ADD GLASS TYPE E ro TABLES 180 • • • 111 • •• TEQ+NADOro71 . .1.3678 • • • • P.010XISI9 Na +caovda R. SCR •. -�- • axon PRESSURES- X COAIFIG. WINDOWS . • -• • • • NO MINGO'TM$ • • ALUM /NUM CASEMENT WINDOW IMPACT • • • REVISEA 8ADD 78 fT • ar« ) Iry Ewe. s.+nm.,., CA 440 err ara N. NTS 5 d 49 7045.8 D ••• • • • • ••• • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • GLAZING OPTION: (A. 5/16" LAMI (1/8 "A, 090,1/8 "HS) HEIGHT X COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3882 53 1/8 60 64 72 74 per p er per bartosx R.K. F.K ALL XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 "XX" WIDTH A A A Claia 26 NEG -75.0 -75.0 -76.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -76.0 baan BOWS 12Jf7.@2 itaalsiaM 0 taemnez POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -76.0 -75.0 -75.0 -75.0 -75.0 -76.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 -75.0 -75.0 -75.0 -75.0 -76.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0( 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 } NEG -75.0 -76.0 -75.0 - 75.0 -75.0 -76.0 -76.0 -75.0 -70.4 57.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.0 43 NEG -76.0 -75.0 -76.0 -75.0 -75.0 -75.0 -71.1 -65.6 -80.4 -59.0 POS 70.0 70.0 no 70.0 70.0 70.0 70.0 65.5 60.4 59.0 - 48 NEG -78.0 -75.0 -75.0 -75.0 -74.4 -68.4 -81.8 -57.5 -54.3 • • • • • • • • • • • • • • • • & WS • • REVISE ANCHORS 6 ROD TABLES TB" ISGHPO RON • P.O ts2a mw. - I FL 34274 P08 70.0 70.0 70.0 70.0 70.0 68.4 61.8 67.5 54.3 _50 5/8 - NEG -76.0 -75.0 -75.0 - 75.0 -69.6 -63.9 -58.9 -54.9 -51.1 P08 70.0 70.0 70.0 70.0 69.6 63.9 58.9 64.9 51.1 52.8 , -49.9, 49.9 fralr: Visibt Eetrer 54 NEG -75.0 -76.0 -75.0 -75.0 -65.2 400 -58.1 -51.8 -47.9 -48.4 _ lat 70.0 70.0 70.0 70.0 652 60.0 66.1 51.8 47.9 48.4 67 NEG -75.0 -76.0 -76.0 -72.1 -83.0 -58.5 -53.8 -48.6 -14.8 -43.5 P08 70.0 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 60 NEG -78.0 -76.0 -76.0 -69.5 50.8 -58.2 -50.4 -45.2 -42.2 -41.1 70.0 70.0 70.0 69.8 60.8 562 60.4 45.2 42.2 41.1 _ NEG -76.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 - PRESSURES- XX CONFIG. WINDOWS 83 POS 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 i r...: r•Sbi • TABLE 4. XX" WINDOWS TEST REPORTS: FTL -3582, FTL -372 GLAZING OPTIONS: B. 5116" LAM) (1/8"H8,.090,1/8"HS) E.13/16" LAMI (1/8"HS,318" SPACE,5/16" LAMI -W! 116"HS,.090,118"HS) TABLE 5. XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3116"HS) ALL XX" SIZES UP TO 74" WIDE x 83" HIGH 1-90.01 70.0 PRontraernwes a complying wild MO & XX" WINDOWS TEST REPORTS: FTL -3580. FTL -4507, FTL-038 t . r.? � •"s' , . • ..4 TABLE 5A. ALL "XX" SIZES UP TO 74" WIRE x 76" HIGH 1 58.01 65.0 GLAZING OPTIONS: C. 7118" LAM) (3/18"A,. 090,31161HS) F.13/16' MD (1/8"A,AIR 8PACE,7J18" LAMI-111/1 311f "A,.fl35).3118"Ft.Sy Stab (8 NOTES: t •• ••• • • • • • se 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO Tit FULL DS DI:SI411,411414R143 II TIE ABOVE TABLES, USE ELCO 114" TAPCONS OR •14" 854 CRETE -FLED( ANCHORS. • • • • • • • ••• • 2. IF INSTALLING WITH 812 SCREWS, DESIGN PRESSU I L IMED E.S.F i i • • • ALUMINUM CASEMENT WINDOW, IMPACT 1 71731 6 7 a 13 r t.' 7045.8 I D Luc" A'Pow. P.E PS 156201 etaWNpl • • • • • ••e • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEMI T0.0 a 1 I EU 11E1) ] Ell 1 ' BM 1 1 1E1) ° ' Ilia) 1 a I ED 11E11 Ell ZYE1 Ell 1E11 ° ° I ELL ea : a l 1. 11 ! 1 1 l a E.l a l l l a ) i i EMI 4f 1 I° 1M l� ! 1 .. ra t ( 1 . L� t� 1 Ell t�M 1113° { 11/3 ED al �� 1:11 7 EEOr b1�Cf ®IMI I i 1:: CI W Iif:O'.l a 1 , , ENE 1 1°Ta� ilLb:/e!,Tt W:6^.1 i�°71 ISE °I ° '+1••.•• ED ° 9 151E1 L;T� ISE V:.".'I 1 .. .! a ' °�a '.1 111_6:) i�'�7 i �� N {•i •1 I/l:G'f 1y' 3 e LIE EEO a l �{] M yin l i•I 1 7 1 IIII E Y3 ua•n•a Ell 1 a ISE7 I' W 1 '�°- 116'YI WSJ UM .•n•. '' v+•n' a l lfal Ell a 1 1E11 ED GE LL '6J i�j� ��7�t�,� �^�t Ell ^ a I F ° R : a �e I l : l t E 7 i � �l t f.° a - l ° '° I rail • 1 � l i 7 s IMO I a I a 1 CI _ 10 Y om• -•. �!•.�.. 1 +�•na ° ° 4'.161' MI��� M� 1:. 1111 MIMI ® 4:31 `-^ El/ (90 1 111 ELI 1l le 1�.na la ltd^ ] .l Mi'.liJE11 ' III SE 1E1 as BID al rl -- MI - L '. -90.0 MCIi. Ell �a a l ° l a l L' ° 1M Ell ° ° °f0 :`e> air ted En Eljla1aA6i1i3BR ZI. LEEICT3LrE]l. l l 7 '�. M Zi = 1 !1?:7A X l 1 . 1 11 17117 l l b7 7 17 1t IJ 1 ff En 96.0 ' a a a l -90.0 a 1 -90.0. ED 908 El-50.0 M .-80.0 I ' ttla. a1 1 a �GE �r^-1 -65A L 1 7. 101� ) . a 1 8 60.8 )r] 1 ICE EE 1 1 � EI ri/ 455 45.9 t gr:II 7 1 E t 7 2110 U • °U a. Eli a (: a Ell a l BM SA 1�. -+•. , I Yi:.1.1 I a u. -.. F 0 .Q Iiy_y;1 '�' I,7y 1J Ell EMI EE ,90.0 i a -90.0 ES i 1 -c e p. 1311173 T � 7 -g-90.0 FM ' I Ell � 101 T 1173 ��c" �''ML°7 r"_'Ti•�, 7 - 1 m 1N �� : 9 a l 1 1 >�r:��14.'��1 �� " 1 1 1�� 1 4 � � . i^ . G�:� 14 �a,:� 3 � ti�; 4123 � �s l 3 .0 •u-GiEn too 38 ri 11 y] ' ' 1n il:Gl I TO ' ' 11{76:) 10.0 .aa•-.a EZ!i IiL'd:1 I ' 11211 L' a WSJ ' ' iiC.LJ I I ua•n•a l I I a I ' -90.0 a I . -90 0 l a a s -90.0 . i 1:113 70.01E l l ]mil 70.0 E 1 -63.0 : a -60.0 60.0 11E1 Ell 1 E p 111 WM IM El) Ma 10s LB c ' m © 1121ELn 6 7 r>'"I71 E I ELI iE D �� EMI E 7 urn 1S E cF n IUDEII 1 1 1 1 1 1 I 1 EMI 1 1 I A 1 LII -•9T0►0 705 -90.0 n0 1SnEn I l I a a CD Ell mil a l -68.4 IV I EMI -59.1 •'�-' 1 lL'�l I1 E U)U�M11a1 7�C I1 3 ��;�6E 2 7 E EJ IM1 11 40 .8 El Ell > 7131.1301i 111E 11 t •, 1.e ar•, l -78.0 ED 15E11 E! A I� CEED ' __] -90.0 "�' :1 a Ella -90. Fill -90.0 1 I 1 ' a C�• MI -68.4 l -63.0 E 13 60.1 If•.'J�• 03 10/1M1 Ell 75.0 1 ' -562 582 44.8 -42.1 42.1 -48.2 482 42.8 42.8 -41.2 412 -398 no - 38.5 30.7, - 34.8 34.8 -$.0 -788 70.0 Qi:1s7 708 - 75.0 708 - 708 708 - 78.0 708 -75A 70.0 -75.0 70.0 -70.0 !. x +l 708 -88A 698 1:: 1 -90.0 a a MA En n 2I a 1L'! Lai 1J1 70.0 ooI ff)1 l DaunlS 1mila l Q��'�1'�T' I�LE;ZE j�L�-1mi..1 CI III1 ED 31IMI VA.! CM �; MI Ell 77E 1 1 71 MI CITL� EMI C' P3yG-�IB 11 3 DU 1giD Firl Val EIE Ell EU 1'E ED 1711 ED 1E11 l: ' 1�L•SJ EMI 1iI :�:l 1113 YiL D ' 11113E :1 lEll Ell -75.0 l 1 L f -68 EXI 11 -90.0 11E1 FAD Y FM -908 F1 -908 70.0 ' ' 098 Ell CE 60.4 71 31 1I•.'.E] BM] GE CIO ItI 1 7 :0 �- E 13EU � 11 21 Mpy r y; 7 � m 74 ' BOO � U37 Ell .1 a S> D1E 1m_ 3 - 5 � .5 ] i �x 1 1 MO 1u. D FE) liL' l 1M' I LSEl' m1123 i.•. D ! CB IM EE ' ® ' ' SE Ell �i, lt1C.1 5012 55112 131M' l l l a > :l a E� -90.0 ED Ml l l Ci�]GE Ell M1CM11%1Ed] t.9 . Ell : a 1 m0 Er 31n?9 101 120 -78.0 -78.0 -90.0 -78.0 -90.0 -90.0 -90.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -00.0 -75.0 75.0 78.0 - 75.0 -90.0 70.0 70.0 70.0 70.0 70.0 65.0 -75.0 -75.0 - 90.0 -73.7 •90.0 -58.0 -90.0 POS 70.0 70.0 70.0 70.0 88.0 I t -70.4 -75.0 -90.0 4)7.9 -908 -90.0 POS 70.0 70.0 70.0 872 70.0 708 70.0 ll -i -1 -60.4 -75.0 -90.0 -59^0 -90.0 -55.7 -59.3 -90.0 .4 74+ 70.0 59.0 55.7 -84.3 -75.0 -90.0 -52.8 -90.0 -58.4 58.4 -538 -90.0 64.3 70.0 70.0 52.8 70.0 -51.1 -78.0 -90.0 -49.9 - 48.9 -90.0 -90.0 -50.9 61.1 70.0 70.0 49.9 70.0 48.9 50.9 -47.9 -788 -90.0 -48.4 -78.0 -90.0 -50.0 47.9 708 70.0 48.4 60.0 702 70.0 708 105 -44.8 -78.0 -90.0 -43.6 -90.0 -90.0 44.8 70.0 70.0 43.8 70.0 -42.2 -75.0 -90.0 -41.1 -90.0 422 700 70.0 41.1 38.6 638 �.7 -75.0 -90.0 -388 -75.0 -758 -80.5 39.7 70.0 70.0 38.6 10.0 70.0 608 -55.0 -55.0 -55.0 -55.0 -55.0 59.0 -55.0 55.0 -55.0 88. -55.0 i : 11 55. - _Y6 0' .1 -488 47.8 43.8 ,1 axEGE1 1�. lam? »1a 55.0 .0 -532 lEcIAMEI 48.4 -48.2 40.8 -43.0 .8 40.8 ARATIVE ANALYSIS TABLE 8. 'O°- &'114- 12- 1 /4.Xgx" WINDOWS TEST REPORTS: FTL -3882, FTL 3729, FTL-4807, FTL -4808 -88.01 55.0 - 55.0185.0 - 55.0155.0 X 2 O GLAZING OPTIONS: A. 5/18' LAM (1/8'A.890,118`HS) (0 5!16" LAMI (1 /8 "FIS, 090,18 "HS) I C. 7/88' LAMI (3/161L.090.3/1614S) E.13118' LAMI (118°HS,31 ' SPACE,_8N8' LAMI -W/ 1IB"HS,:090.1/8°HS) F.13116' LAM (1B'A, AIR SPACE,7H8° LAM1 -W/ 3718 0,3116'HS) _HEIGHT 26 31 �� � 38 3838 43 48Ty, 50 5/8 64 87 60 63 67 72 76 ( Ern C VII -i�: ile -,+ P05 mina © I C C 1 I C � C 1 C TABLE 7. ©` fl 114 xor WINDOWS TEST REPORT: FTL - 3580 GLAZING OPTION: 0. 7118° LAMI (3/18°HS,.090,3H8'H4) ALL V' SIZES UP TO 61? WIDE X63' HIGH AND ALL 1t4- 1/ 2414 NOW' SIZES UPTO120 ° WIDE x63` 11 70.0 ABLE 7 "QV 11/444 •' TEST REPORTS: FTL-+7 FTL- 4508 GLAZING . u, O. 71111A89 (31 ,.090,3/ : . O. 3/164A511 (4/11' 1 - A/16,711/ - , ' , I W 3/16118..090.3/1 : -) ALL °0" SIZES UP TO 60* WIDE 174 I c+ ,yi 1 1 -1 ' .41v SIZES UP TO 120• WIDE x 78° HUGH •55.0 55.1 THE ABOVE TABLES, USE ELCO 114` T APOC 55.0 49. .0 452 438 41. NOTES: 1. FOR INSTALLATIONS IN WOOD OR ,.I ah" TO T1 PULL IBBSIGro A 114. 584 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 012 SCREWS, OEESION PRESSURE IS LIMED TO 69.6 P.S.F. F 80513 0 400 GLASS T EE T07AEME9 • ••• • • C M7 Q • . 1191 0.71... • PRESSURES-O$ 114 - 112- 9IdXOXGON€IG. WINDOWS Reeder Aft. - . l: Fx • • • •i9T1TE�910�tiT1871IP • 7H2G1 HAtVVGE THl9 SHEET • : • i[AUi09.Ft31?79 • u. Fi $1.* 41399 0 AN AND Ts HT. avfldv • • • • • � ,,,? ep 3"'�m� • • • ALUMINUM CASEMENT W1NQ(1W,1d IMPACT odo / 4n,weer m. 1 • • • • ° ` Ca.740 1 N7.9 7 .. 13 I 7045.8 1 F.K. F.x: L7g41? 1 0 L P8 Tuner, P9 xl•t•Mal ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX° & 1/3- 1/3-1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (118"A,.090,1/8"HS) "XO" WIDTH 37 48 491/3 531/8 58 60 64 67.333 70.917 72 74 "XOX" WIDTH 551/2 72 74 79 2/3 90 96 101 108 3/8 108 111 A A A A A A A A A HEIGHT 26 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -78.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.8 -70.4 -67.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 43 NEG 75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -68.4 -81.5 -60.4 -59.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 88.4 61.8 60.4 59.0 48 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -68.4 -81.8 -58.2 -55.1 -54.3 -52.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 81.8 58.2 55.1 54.3 52.8 50 5/8 NEG -75.0 -75.0 -75.0 -75.0 -71.9 -63.9 -58.9 -55.8 -51.9 -51.1 -49.9 POS 70.0 70.0 70.0 70.0 70.0 63.9 58.9 55.6 51.9 51.1 49.9 54 NEG -75.0 -75.0 -75.0 -75.0 -67.7 -80.0 -58.1 -52.8 -48.9 -47.9 X8.4 POS 70.0 70.0 70.0 70.0 67.7 60.0 56.1 52.6 48.9 47.9 46.4 57 NEG -75.0 -75.0 -75.0 -72.1 -64.9 -58.5 -53.8 -49.4 -45.8 -44.8 -43.5 POS 70.0 70.0 70.0 70.0 84.9 58.5 53.8 49.4 45.8 44.8 43.5 60 NEG -75.0 -75.0 -75.0 -69.5 -62.7 -56.2 -50.4 -45.9 -42.8 -42.2 -41.1 POS 70.0 70.0 70.0 69.5 62.7 562 50.4 45.9 42.8 42.2 41.1 83 NEG -75.0 -75.0 -75.0 -67.5 -60.4 -53.4 -47.7 -43.1 -40.3 -39.7 -38.6 POS 70.0 70.0 70.0 87.5 60.4 53.4 47.7 43.1 40.3 39.7 38.8 TABLE 9. . "XO" or "OX" & "1/3-1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8"HS) E. 13/16" LAMI (1/8°HS,318" SPACE,5/18° LAMI -W/ 1/8"HS,.090,1/8"HS) AU- °XO° OR 'DX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3-1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 63° HIGH 1-75.01 70.0 TABLE 10. %(O" or "OX" & "1/3-1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16' LAMI (3/16°A,.090,3/18"HS) ALL "XO" OR "OX° SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111° WIDE x 63" HIGH 1-90.01 70.0 TABLE 10A. "XO" or "OX' & "113- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FT44608 GLAZING OPTIONS: C. 7/16" LAMI (3/18"A,.090,3/16"HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7/18" LAMI -W/ 3/18"A,.090,3/18°HS) ALL °XO° OR °OX" SIZES UP TO 74° WIDE x 76" HIGH AND ALL "1/31/3 -1/3 XOX" SIZES UP TO 111' WIDE x 78° HIGH 1-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE DE PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. • • • • • • • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE UMI1 D T ©■9.• P.O.Fa • • • •• • • • • ••• • •• ••• •• • • • •• oafs 3/2&79 e"1s 7H0/03 B f Redskatec Clacks I 131 ADD GLASS TYPEE TO TABLE 9 NO CHANGE THIS SHEET • • • e • 1 • i • • • • l • •• e • • • Rend B7 F.K der F.K prewar ac F.K 8,03, 8 am f1,- F.K 12/17/02 CHANGE ANCHORS AND ADD 7B' HEIGHT OP?ION ••• • • • • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • • P.O. f12X 1528 NOKOMIS, FL 30274 ••• • • • • • • • • • • • • • •• •• alb& Better PRESSURES- XO, OX & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT NTS I B a 13 1 s C4-740 7045-8 1 3 X 1 3 O X X O O X PRODUCT RENEWED as tam0171ag •I0 the Ftadds Eiden Cede oato 2 y.✓Jf, e r J/ _,., : '. Z Luaus A Turner, P,E, PE A88201 Meuhm1lea1 COMPARATIVE ANALYSIS TABLE 11. "XO" or °OX° & °XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL- 3729, FTL4607,FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8 °A,.090,1/8°HS) B. 5/18 LAMI (1f81HS,.090,1 /e"HS) C.7 /18" LAMI (3/16"A,.090,3/181HS) E. 13/18' LAMI (1/8"HS.3/8 SPACE,5/18° LAMI -W/ 1f8°HS,.090,1/8"HS) F. 13/18" LAMI (118"A,AIR SPACE,7/18" LAMI -W/ 3/18°A,.090,3/18°HS) 9(OX VENT FIXED 89.284 88.918 95.973 108.849 115.892 122 123.135 128.000 130 130.378 134 Areal fig FX aemtef F.K FX 44.,47: FX WI 18.125 24 27 30 32 33.887 34 34.791 35.898 38 37 Oars s303 aft 7/10/03 Date: Dec 12/17/02 31.014 38.919 42.973 48.849 61.892 54.827 85.135 58.418 68.209 58.378 80 44,4443: A B,E C,F A B,E C,F A 8,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C.F A B,E C,F Oder HEIGHT 28 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -76.0 -75.0 -90.0 -75.0 -75.0 -90.0 75.0 -75.0 -90.0 -76.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -80.0 -72.9 -78.0 -80.0 IteMsbm 0 Chatted By POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70. 70.0 38 NEG -75.0 -75.0 - 90.0 49.1 -75.0 -90.0 -80.6 -78.0 -90.0 -53.5 -75.0 -90.0 -49.8 -75.0 -90.0 -47.3 -75.0 -90.0 -48.8 -75.0 -90.0 -45.5 -75.0 -90.0 43.8 -75.0 -90.0 -43.5 -75.0 -90.0 -42.2 -75.0 -90. POS 70.0 70.0 70.0 89.1 70.0 70.0 80.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 488 70.0 70.0 45.5 70.0 70.0 43.8 70.0 70.0 43.6 70.0 70.0 42.2 70.0 70.0 38 3/8 NEG -75.0 -75.0 -80.0 43.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -48.8 -75.0 -88.0 -44.0 -75.0 -90.0 43.8 -75.0 -90.0 -42.8 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 48.8 70.0 70.0 44.0 70.0 70.0 43.8 70.0 70.0 42.8 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 43 NEG -74.1 -75.0 -90.0 -58.5 -75.0 -90.0 -82.1 -75.0 -90.0 -54.6 -75.0 -90.0 -51.3 -75.0 -90.0 -48.4 76.0 -88.8 -47.9 -75.0 -85.0 -48.7 -76.0 -82.8 -45.1 -76.0 -79.9 -45.0 -75.0 -79.6 -43.5 -75.0 -77.1 POS 70.0 70.0 70.0 58.5 70.0 70.0 82.1 70.0 70.0 54.5 70.0 70.0 81.3 70.0 70.0 48.4 70.0 70.0 478 70.0 70.0 48.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 • • • ADD G1ASS TYPES 10 TABLE 11 • • • • • • • • • •• � •• CHANGE ANCHORS ANDADD 78-HEI fTOPT7SN NO CHANGE DOS SHEET • • • 48 NEG 44.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 47.4 -75.0 -78.8 -44.7 -78.0 -74.0 44.3 -75.0 -73.1 43.1 -75.0 -71.3 41.6 -75.0 -89.3 -41.4 -75.0 -69.1 -40.4 -75.0 47.3 POS 84.9 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 80.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 89.3 41.4 70.0 89.1 40.4 70.0 87.3 50 5/8 NEG -60.8 -75.0 -80.0 -47.5 -75.0 -90.0 -52.8 -76.0 -90.0 -48.2 -75.0 -79.8 45.8 -75.0 - 73.2 -42.8 -76.0 -89.4 -42.4 -75.0 -88.8 -41.8 -78.0 47.3 40.4 -78.0 -85.3 -40.3 -76.0 45.1 -38.2 -75.0 43.3 POS 80.0 70.0 70.0 47.5 70.0 70.0 52.8 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70.0 42.8 70.0 89.4 42.4 70.0 88.8 41.6 70.0 87.3 40.4 70.0 85.3 40.3 70.0 85.1 • 39.2 wxoutli. FL 342A) 54 NEG -80.0 -44.1 -75.0 -90.0 -75.0 -87.0 -44.9 -75.0 -42.7 -75.0 -41.4 -41.1 -40.2 -75.0 -75.0 -75.0 -75.0 POS 58.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 41.4 70.0 41.1 70.0 84.1 40.2 70.0 70.0 38.8 70.0 37.7 70.0 57 NEG -58.1 -75.0 -90.0 -418 -75.0 -90.0 -48.2 -75.0 -81.9 -42.0 49.7 -40.7 -39.5 -81.0 -39.3 -75.0 -38.7 -75.0 -59.2 -75.0 -75.0 -73.3 -55.9 POS 70.0 70.0 41.8 70.0 70.0 70.0 70.0 42.0 70.0 89.7 40.7 70.0 84.8 39.5 70.0 81.0 39.3 70.0 80.5 70.0 892 70.0 70.0 70.0 55.9 eriGT *Visibly Better NEG -53.3 -75.0 -90.0 -39.2 -75.0 -89.4 -43.8 -772 -40.1 -75.0 -38.8 -75.0 -58.4 -37.3 -38.2 -72.4 -38.1 -72.3 -35.5 -71.0 -53.0 POS 53.3 70.0 70.0 70.0 70.0 70.0 40.1 70.0 70.0 37.5 70.0 37.3 70.0 70.0 38.2 54.7 38.1 70.0 35.5 70.0 53.0 83 NEG -50.5 -75.0 - 90.0 -38.9 -73.8 -41.1 -38.0 -75.0 -73.2 -58.8 -71.4 -55.7 -35.5 -71.0 -55.2 -70.1 -53.8 -34.3 -51.9 -34.3 -88.5 -33.7 -87.4 -50.0 POS 70.0 70.0 70.0 41.1 70.0 70.0 38.0 70.0 38.8 70.0 58.8 35.7 70.0 70.0 552 35.0 70.0 34.3 51.7 33.7 50.0 -55.01 55.0 -55.01 55.0 - 4811 45.1 46.01 46.0 ALL "COX" SUMS UP TO 13e WIDE x 78' HIGH wimer MAXL kEivilari Or 1ANCAFDLED WIDTH AND ALL "XO" or ''OX" SIZES UP TO or WIDE x 76* HIGLI ILYItH 3r MAX•VENT DZH 41?):30° MAX. FIXED WIDTH NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN 'RESSORES IN THE ABOVE TABLES, USE ELC01/4!' TAPCONS OR 2.IF INSTALLING WITH 812 SCREWS, DESIGN IMSURE II LIMITED TO 89.6 P.S.F. 72 NEGIPOS 45.01 55.0 45.01 55.0 -50.91 50.9 45.51 45.8 4251 42.8 -5221 522 -41.9141.9 40.81 ao.6 "X0* & WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. 1(0* or "or & ° X0X" UNEQUAL UTE WINDOWS TEST REPORT: FTL 3580 GLAZING OPTION: D. 7/18' LANII (3/113118,.090,3/18148) ALL "X0X• SIZES UP TO 134* WIDE x er HIGH WITH 37' MAX. VENT 1A8DTH AND 80* MAX. FIXED WIDTH AND ALL "XO" or 'or SUCES UP TO sr WIDE x 83° HIGH WITH 3r max. VENT WIDTH AND 80° MAX. FIXED WIDTH 1-90.01 70.0 TABLE 12A. PRESSURES- UNEQUAL CONFIG. X0 OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT 0 UNEQUAL LITES 0 UNEQUAL UTES UNEQUAL UTES Az HALT ror Lutes A. Turner, P.E. PE 658201 Meatunneal MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT OPENING 0 (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) 0 0 • • • • •VBRTJCk. SEC N • •• •• NI+ • t • • • •• REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT I Imo— DAYLIGHT OPENING J (SEE SHT. 3) MAX. WIDTH (SE HT. 3) HORIZONTAL SECTION - XX W W W MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q "-REF REFERENCE ")O(' FRAME ERENCE ASSEMBLY DETAIL, SHEET 11 Paooucr ew� ®oompl�.naeNtorl/c SoldlegCode d). •/ 1/ - 0t#r SGi 1 ( /2( /0r newer F.K Fx A404 Br FA • .•• • ADD 13H6' 10 twiZINO SEAR rat • • • • • • •• SHOW TOP HOME • • • . • •• cHO SHT. NO. REF. AND ADD O EM Oa • •• • aver F.K. aft WSW mm 711003 Oats 17J17/02 R"MYms Avaiskatc c RoMSIMIK Mooted ely uer • • TO7O 'OLs••7DRN NOKOMIS, 4404 • • •P.O. 1639 • sNOKOWS, FL 34 • • Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT trafrilltelrk CA-740 � o. 13 70458 l D Lutes A. Twn. , P.E. PE #138201 MecianICal ••• • • • • • • • ••• • • • • • • • • •• • •• • • ••• •• •• • • • • • • • •• • ••• • •• • #12x1 PH TEK SMS FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS TUBE, MATL: 6063-T6 3" APART AT MID-SPAN FRAME JAMB "X° FRAME JAMB 4- 1181111 4 °XX" FRAME 'ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 8063-T6 °X" FRAME JAMB 1 "0" FRAME JAMB "XO• & "X0X" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN MAIN FRAME ASSEMBLY DETAIL • • • • • • • NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL _ 1.376" .095" I 2.854° .062" NOM. 1.159" 2.139° O SASH FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7005A CASEMENT BACKING PLATE .062° MATL: 6063-T6 NOM. DWG# 7071 2.784" FRAME HEAD, SILL, JAMB MATL: 6083-T6 DWG# 7002A PRODUCT WINEWEI) anargyhm with tfer FiathIE Sickling Cede Accepter= No ;en • nab 7.. S'Ar '..;" • ( 4111 1, /) (VI r/cis 2.919" Ram/ etx Oalc Rentslons: • • • FJC 312503 B NO CHANGE THE SHEET • • • Read Ity, Th Realigns • • • FJC 7/10103 C NO CHANGE THIS SHEET • • • • • ea Rortskos • • FJC 6231013 0 ADD HMO amirad BT 11.4 I Drarrair relaw F.K. 12/17/02 • • 1 e Wrm•Ectfroolif • wows, • • P.O. BOX 1520 • NOK01103: FL 34 *4 • Virib& Better Oscriaa EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT C.4.700 sok ISheet 7045-8 D arr NTS I 11 a 13 Lucee A. Tame., P.E. P2258301 mechanical • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 08 X .750 QUAD PN SMS 80 70054 FIXED WINDOW FRAME -BEAD, SILL& IAMBS 81 1155 781PQA 08 X l QUAD PN SMS 82 7010 FIRE) FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 ($LAZING BEAD (13/16•1.11) 13/16" LG. OLASS (1/8"11S, AIR SPACE, 5 /161AM1) 5/16" LAMP= (2)11008 OF I/811S GLASS WITH 414.090 INTERLAYER - SWIM OR DUPONT PVB 13/16° LG. GLASS ONUS, AMR SPACE, 7/16 °LAMI) 7/16" IAMI= 3/16A & 3/1611S GLASS WITH AN.0901NTERLAYER - SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1/811S, AIR SPACE, 7116 "1.AMI) 7/16" LAMI= 3/16HS & 3/16HS GLASS WHIT AN.090INIERIAYER- SOLUTW OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) PARTS LIST ITEM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG # 70024 1155 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 PGT. # 781PQA 781PQA 6701711 78X78PPSMS 785874 7I0x12FP 671247 6163K 61635K 60976 78x12PSTW/B 67004 712X1PPT 711573 7FLDIID DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS 08X1 QUAD P11SMS FRAME CORNER KEY 12"X 12°XI/8° CLOSED-CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAMS 08 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X240 SASH CORNERKEY MAXIM MULTI -POINT LOCK , LOCK SUPPORT PLATE 010-24 X .562 PIL P14. TYPE F MULTI -LACK KEEPER (RR & L.H.) 08X.875 PH. P14.SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 08-32 X .375 P11. PN. TYPE B STUD BRACKET (UL & RA.) 08 X 5/8" FLT. PER. SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP-ON HANDLE 12" HINGE (HEAVY DUTY) 010 X.500 PIR PHL 5/16" LAMINATED (1/8A & 1/8HS GLASS) .090 1NTERLAYER - SOLUTIA OR DUPONT PVB 5 /16" LAMINATED (1/8115 & 118119 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/161IS GLASS) .090INTERIAYER- SOLUTIA OR DUPONT PVB 7/16• LAMINATED (3/16115 & 3/1688 01493) .090IITERIAYER - SOLUTA OR DUPONT PVB GLAZING BEAD (5/16") GLAZING BEAD (7/16") VINYL BULB WSTP (THICK) SILICONE -DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNERKEY SCREEN CLOTH ScREEN 02011411- SERRATED CASEMENT SCREEN CLIP 08 X .500 SQ. PN. TEKSIRS • Ile • • CASEMENIFRAMF A.SS'Y. TUBS • • • • • i • • . - • • • 012 X I" PR PHI.. TEL! LOCKSUPPORT • wig LOCK SPACER • SNAP-ON T- HANDLE KNOB FOLDING HANDLE • ••• • 706° .050" 10 5/16° GLAZING BEAD MAT'L: 6063 -T6 DWG# 7038 .523" .050' .865" 41 7/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 CASEMENT SCREEN FRAME MAT'L: 6083 -T6 DWG# 7008 � .993' r - .04 —►� �— .172" .870" .125° .062" .050° r = - 1 .589" 1.124 "r — I� 9" O 13/16° GLAZING BEAD MAT'L: 6083 -T6 DWG# 7047 .093■ —I 67 CASEMENTFRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A I NSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 2.701' PRODUCTREREWED es hthe Bolds it ilsradEr 6.11 AK 6..K wemer. F.11 aws$ F.K. D■e 710/03 Dabr RovisIena rwewee Rad:slang 0 Aft iaem.a 12/17102 - . •. ADD 13118°1.0. GLASS 8 GLAZING SEAM • • NO CHANGE THIS SHEET • • • • • • ADD EOUIV. TO nun 44. SIUCONEAND ADD Am 87.88 Mb 89 • • • • � I • 6 • • 9070•EC VOL4 * rBVt ~PEE 64 3�s • • P.O. BOX 1529 • NOVONti, FL 342f4 • • Viably Better PARTS LIST & EXTRUSIONS Tilte ALUMINUM CASEMENT WINDOW, IMPACT samesum. lame - sac wa.aw ° m° CA-740 NTS 112 m 13 I 7045-8 ! D LUMP A. Tyner.P.E PE•58201 Mechanical • •• • • • . • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • sx 2x WOOD BUCK (SEE NOTE 3) 1/4' MAX. SHIM —1 r SEE WIT.. W,we, F.K awe, FA w.,a, ax FX 1Z'17V2 RDCHANGE WS SHEET NOCHANGE if SS1EET A SEE NOTE 1 SEE NOTE 4 _ MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1f2' OR MORE THICK A 1x WOOD BUCK (SEE NOTE 3) 1/4' MAX. SHIM J1-vast MIN. OPERABLE UNIT FRAME TO CONCRETE a.te, Oahe 3128.3 Dots e amm• • 114' OPERABLE UNIT FRAME TO CONCRETE Vt# WOOD BUCK LESS THAN 1 1/2' THICK 1/4' MAX. SHIM • ••• • • • , • • REVISE NOM AND REtR)VE3Mti' AMP d • f •Q • am .17 3 •• • Ka* Better • ••• • • ••• • • • • • • • • • ••• • • • • • • •• •• • • • • • • • • • ••• • • • • •• •• • • ••• • • A SEE NOTE 2 A 2x WOOD BUCK (SEE NOTE 3) 1/4' MAX. SHIM —1 r -- ®SEE NOTE 1 A T EENOTE4 112` MIN. . FIXED UNIT FRAME TO WOOD BUCK 1 112' OR MORE THICK 1114' MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 ANCHORAGE DETAUS SE E NOTE 4 Aix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 1S 2 1/2" SEF SHFFT 1 FOR SPACING 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4' ELCO TAPCONS OR 114' ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. • • • • • • • • • • • ea 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THII PA* 4S UC WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLS, )IREVII TQ SOLO GOICAVE. WOOD BUCKS DEPICTED AS 2x ARE 11/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE SP WOQ4Bl1G 'R.) t: INEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. ALUMINUM CASEMENT WINDOW, IMPACT pas 13 " /3 7045.8 lit o i„ ;,.„,,„,. ,.,,. iii ,,, 4, l .. _ r SEE NOTE 4 I114" MIN. FIXED UNIT FRAME TO CONCRETE VW WOOD BUCK LESS THAN 111? THICK ! I/` ( /or Wass A. Tuner, !Y PS P eAeohardea • MARK DESCRIPTION WIDTH HEIGHT AREA IPOS. NEG.PPRREFSURE ZONE I N.O.A. A CASEMENT IMP. 53.125 38.375 7.08 54.73 -59.37 INT (4) 08-0117.11 B CASEMENT IMP. 53.125 50.625 9.34 54.73 -59.37 INT (4) 08-0117.11 C FOXED IMP. 16.000 50.625 5.63 54.73 -59.37 INT (4) 08- 1112.10 D CASEMENT IMP. 88.000 50.625 10.31 54.62 -59.26 INT (4) 08-0117.11 E CASEMENT IMP. 37.000 50.625 13.01 53.80 -58.44 INT (4) 08- 0117.11 F CASEMENT IMP. 37.000 38.375 9.86 54.73 -59.37 INT (4) 08- 0117.11 G SINGLE -HUNG IMP. 19.500 38.375 2.60 54.73 -73.29 ,END (5) 07 -0322.06 MARK " DESCRIPTION II j � a �B' H BO�I'RESI;URE s • F. • NEG.PRESSURE P.S.F. ZONE N.O.A. 1 SLID -GLASS DOOR IMP. 1 ( j24.1 ,' 5 .59 -56.23 INT (4) 09 -0728.06 2 SLID -GLASS DOOR IMP. 72, 000 i20 0 0 2.27 -56.91 INT (4) 09 -0728.06 SINGLE -HUNG IMP. 19.5 X 38.375 2.60 SQ.FT. +54.73 -73.29 NOA: 07-0322.06 SUD -GLASS DOOR IMP. 72 X 80 20.00 SQ.FT. +52.27 -56.91 NOA: 09 -0728.06 SUD -GLASS DOOR IMP. 174 X 80 24.17 SQ.FT. +51.59 -56.23 N OA: 09 -0728.06 CASEMENT IMP. 37 X 50.625 13.01 SQ.FT. +53.80 -58.44 NOA: 08-0117.11 BATH FLOOR PLAN BEDROOM EGRESS EGRESS BEDROOM J DINING ROOM LIVING ROOM GARAGE KITCHEN NOT PART OF THIS PERMIT 0 FIXED IMP. 16 X 50.625 5.63 SQ.FT. +54.73 -59.37 NOA: 08- 1112.10 NOT PART OF THIS PERMIT BATH O 0 CASEMENT IMP. CASEMENT IMP. 37 X 50.625 37 X 38.375 13.01 SQ.FT. 9.86 SQ.FT. +53.80 +54.73 -58.44 -59.37 NOA: 08-0117.11 NOA: 08-0117.11 0 CASEMENT IMP. 53.125 X 38.375 7.08 SQ.FT. +54.73 -59.37 NOA: 08- 0117.11 BO CASEMENT IMP. 53.125 X 50.625 9.34 SQ.FT. +54.73 -59.37 NOA: 08-0117.11 ASEMENT IMP. 88 X 50.625 10.31 SQ.FT. +54.62 -59.26 NOA: 08-0117.11 NOT PART OF THIS PERMIT BEDROOM CASEMENT IMP. 37 X 50.625 13.01 SQ.FT. +53.80 -58.44 (.7\ NOA: 08-0117.11 EGRESS CASEMENT IMP. 37 X 50.625 13.01 SQ.FT. +53.80 -58.44 NOA: 08-0117.11 CASEMENT IMP. 37 X 50.625 13.01 SQ.FT. +53.80 -58.44 NOA: 08- 0117.11 GENERAL NOTES •-ONE STORY STRUCTURE (15 FEET MEAN ROOF HEIGHI� nY fl, ATE •EXPOSURE C. •146 M.P.H. WIND VELOCITY. ' 7 •P T •K.D: 1.0 0 - F8C2007. _ �ICT iO Ct_1% /mcE WITH ALL FEflFR,AL •ASCE 7 -05 WIND CODE. •-BASED ON TRIBUTARY AREA AS SHOWN. •- CONTRACTOR TO VERIFY DIMENSIONS. .-FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20'; THE MIN. CLEAR HEIGHT REQUIRED /S: 24 ", AND A MIN. CLEAR OPENING OF 5.0 SQ.FT. SCOPE OF WORK •ALUMINUM FIXED WINDOW - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 08- 1112.10 •ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 08-0117.11 •ALUMINUM SINGLE -HUNG WINDOW - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 07-0322.06 •ALUMINUM SLIDING -GLASS DOOR - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 09 -0728.06 1 WINDLOAD PRESSURE TABLE FOR WINDOWS •• ••• • • •• • • • • • • • • • _• • • • ••• r • •� \ . WINDLOAD PRESSU El TA L C •� •• R DOERS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • " • \'!I 7 r'( ihf � �i rrlIIr`i L11^17) Pr!ll )I BY: Ads' U 2ifl TOTAL Sq.Ft= 149.49 I 0-tol TOTAL Sq.Ft= 136.67 DRAWN ON 04/01/10 SCALE 1/8 1' REVISED ON CONTINT: VIDOWS/DOORS REPLACEMENT SHEET M 0 "0 N. J O.L Lu Z Q N iiJ . . . . • . . • •• • • • • • • • • • • • • • • •, is • • • •• • • • •• ••• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • ••• • "6.6110.