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WS-11-1986Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166943 Permit Number: WS -10 -11 -1986 Scheduled Inspection Date: November 22, 2011 Inspector: Bruhn, Norman Owner: TERRY, MARK Job Address: 349 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PP3 CONSTRUCTION CORP Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (786)443 -7720 Parcel Number 1132060135080 Phone: (305)757 -5129 Building Department Comments REPLACE WINDOWS 12 Passed W// Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 165898. November 21, 2011 For Inspections please call: (305)762 -4949 Page 39 of 46 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. %%3 "%O "/( 'Mika TAX FOUO NO.11'52410 013-SOOO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 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. 1. Legal description of property and street/address: 1111111 11111 11111 Hill 11111 11111 11111 11111111 C F7 P4 201. :R0a7`'3'9064 OR 13k 27880 Ps 2097; (fps) RECORDED 11./12/ 2011 09:05:35 HARVEY RUVIII4, CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office 349 NE 102 St., Miami Shores, FL 33138 2. Description of improvement: 1Z€17 .AAA '. )S C,2) Mark Terry, 349 NE 102 St., Miami Shores, FL 33138 Shores, FL 33138 3. Owner(s) name and address: Interest in property: Owner Name and address of fee simple titleholder: Mark Terry, 349 NE 102 St., Miami 4. Contractor's name, address and phone number: PP3 cew.spearvelni, o 7.50 �✓ �'" - /L// `old / S /-4 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: 3 Wells Fargo, 420 Montgomery Street, San Fran., CA 94104 am , STA-rr aDF F" OFPOP. COI�Ra §TY OF DADE TA- rrJ4YC F,T� �t f;cfar� co?pyofffle 8. In addition to himself, Owners designates the following pe n(s) ,D,L peave "� §' 'tic 713.13(1)(b), Florida Statutes. Name, address and phone number: gyp, ci°7� asprovided ih ^� tion 9. Expiration date of this Notice of Commencement: (the expi tion date Is 1 y= fro the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTE 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 FIRST INSPECTION. IFOYOU PROPERTY. NTOENQ TO OBTAIN CFINANCIING. CONSULT WITH YOUR RECORDED LENDER OR AN ATTORNEY BEFORE OCOMMENCING RWORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) r Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By /./.J� Prepared By Print Name V Print Name Title /Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 25 day of DC-- By i •CLVV TAY IWIndividually, or ❑ as for ❑ Personally known, or rirprocluced the following type of identification* tL.DRADA CXIVEK-5 Signature of Notary Public: Print Name: (SEAL) VERIFICATION URSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner( )'s Authorized Officer /Director /Partner /Manager who signed above: By By /dark i edv 414-0e4 y .Q011 123.01 -52 PAGE3 3/10 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 LOCAL BUSINESS TAX RECEIPT 2012 FIRST -CLASS MIAMI -DADE COUNTY - STATE OF FLORIDA U.S. POSTAGE EXPIRES SEPT. 30, 2012 PAID MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL. PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 PERMIT NO. 231 636845 -0 7-1;:E-; iS '''' -O T A SiL° -DO i,';OT PAY RENEWAL 663597 -4 BUIRgrddigififftentIN CORP STATLIcatN16509 750 NE 96 ST 33138 MIAMI SHORES "Oft CONSTRUCTION CORP sec-1Tnagt BUILDING CONTRACTOR THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERLIIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF ME COUNTY OR CRIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER REQUIRED BY LAW. THIS IS NOT A CERTIRCATION OF THE HOLDER'S DUALFICA- PAYMENT RECEIVED MASH -DADE COUNTY TAX COLL_c0 O8'Q1'2011 09010020001 5.. 000045.00 SEE OTHER SIDE WORKER'S 1 DO NOT FORWARD PP3 CONSTRUCTION CORP GABRIEL RODRIGUEZ PRES 750 NE 96 ST MIAMI SHORES FL 33138 11 L11LLL11LAIl11LL11s1.. 1LAL 1, 111L1LLL1L11hLLAL1,ILLLtLttLt AC "() 1 CERTIFICATE OF LIABILITY INSURANCE DATE(MMIOD/YYYY) ,. 10/12/11 i THIS CERTfFICATE IS ISSUED AS A MATTER OF INFORMATION! ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER- IIMPORTANT: lithe certificate holder Is an ADDITIONAL INSURED, the pollcy(Ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER — — — — -- i CONTACT Jeffrey Wftls { Annette Willis Insurance PAM Esfl: (305) 625-2403 L , pl y, (305) 625-6472 _ 18401 N.W. 27 Ave : ve -Am/0 ;_ _ jeILtisillis @annettewitisinsurance.COm Miami, FL 33056 ! INSURER(S) AFFORDING CovERAGE .. NM lE Phone (305) 625 -2403 _ Fax (305) 625 -6472 { INSURER A: Sens Specialty Insurance Company i INSURED I INSURER B - __ -. —_ -- - - -- -- PP3 Construction Corp I. INSURER C: . 750 NE 96 ST • INSURER O: _ 'Miam INSURER E : i, FL 33138 . — _ _ _ INSURER F: _ -- — COVERAGES CERTIFICATE NUMBER: _REVISION NUMBER: _ _ — THIS is TO CERTIFY THAT DIE-POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS i CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, j EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN_ MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ _ . — — INSR: — — ADDLSUBR POLICY EFF • POLICY RIP LIMITS — — �TR I — TYPE OF INSURANCE _ ._ INSR Lim!. POLICY NUM . 1MM@DIYYYW: RA6V0D1_YYYYj. _ _. _ ._EACHaccuRRENcE — S 1,000,000.00 GENERAL LIABILITY i DAP/IAGETORFINTEO g 100,000.00 I i Iii/ COMMERCIAL GENERAL LIABILITY PREMflSES (Ea o +ntmce) ii = I j I CLAIMS -OtADE t/, OCCUR !A II_- - GENL AGGREGATE LI6®T APPLIES PHI: 4 i POLICY . _—J CT - — AUTOMOBILE LIABILITY ANY AUTO AU_ OWNED SCHEDULED t— AUTOS —I AUTOS • NON OWNED HIRED AUTOS J AUTOS UMBRELLA LIAR _ OCCUR EXCESS LMB CLAIMS -MAUL . DED . REIENIIONS 1 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR /PARTNERIEXi:CUBIVE N111 OFFICER/MEMBER EXCLUDED? I (Mandatory In NH) I It yes. descriho Lender r DESCRIPTION OF OPERATIONS baton A Blanket Addiional Insured Y BAG - 1008496 ; 1011012011 ` 10110/2012 i BAG- 1008496 IAED"(MIen °Person) g 5,°00.00 • I1a1o/2°11 1orlO�zo12 PERSONAL &ADVINJURY s 1,000,000.00 — GENERAL AGGREGATE $ 2,000,000.00 PRODUCTS - COMI'IOP AGG g 2,000,000.00 S DESCRIPTION OF OPERATIONS / LOCAT[ONS /VEHICLES (Attach ACORD 101. Additional Remarks Schedule. IL mom space le required) General Contractor Including Management & Supervision CERTIFICATE HOLDER The Village Of Miami Shores 10050 NE 2nd Avenue Miami Shores. FL 33138 ACORD 25 (2010/05) QF - - CANCELLATION - S T HO ANY OF EXPIRATION DAT CCORDANCE WITH T AUTHORIZED - NTA COMBINED SINGLE UPAIT (En arzil.kmIT S - -_ _ 000ILY INJURY (Per Person) S BODILY INJURY (Per accident) g_ 1Qei aFMTY _DAMAGE - $ -- EACH OCCURRENCE —_5 _ AGGREGATE _ 1 S- $ ' WC STATU- OTH- TORY LRAMS. EL EACH ACCIDENT $ E.L DISEASE - EA EMPLOYE4 $ _ _ • _- E .L DISEASE - POLICY LIMIT ; S OVE DESCRIBED POLICIES BE CANCELLED BEFORE THEREOF, NOTICE WILL BE DELIVERED IN POLICY PROVISIONS. 1988 -2010 ACORD CORPORATION.. All rights reserved. e ACORD name and logo are registered marks of ACORD BUI� ING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING ROOFING Mark Terry OWNER: Name (Fee Simple Titleholder): 349 NE 102 St. Miami Shores Address: City: Tenant/Lessee Name: Email: RECIFIIVED OCT 26 2011 BY Permit No. LOS' t ®E 61 Master Permit No. 786- 443 -7720 Phone #: C') State: FL Zip: 3 313 8 Phone #: mark @terryfirm.com JOB ADDRESS: 3 4 9 NE 10 2 S t. City: Folio/Parcel #: Miami Shores County: Miami Dade Is the Building Historically Designated: Yes zip: 33138 NO X Flood Zone: Phone #: - 959-51'2-5 CONTRACTOR: Company Name: 60 ° Address: 3450 Ai, S City: / "71/1141/ J VC 4L State: PL- Qualifier Name: _Mile,/ ei'De_t -° Zip: n/m Phone #: ,303-7-36/ - ®®Ori 5- State Certification or Registration #: e6C /06'5067 Certificate of Competency #: Contact Phone#: Email Address: 6447-4S@, 073 TE11 c1 0 ' ° DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ SO4t:) . Square/Linear Footage of Work: Type of Work: DAddition DAlteration UNew 1�Repair/Replace ODemolition Description of Work: IZ 19f 6 Vitt JDS (1 �a * * ***m**x * ** * * ******* ***** * ** *** *** ** ** Fees * * * * * * * * *** x******** * ********** ************* d Submittal Fee $�� Permit Fee $ ( ©® CCF $ CO /CC $ ID Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ - t l • 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 AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this eVS day of 0 Ck • , 20 1 I , by MA.V $ - T ' who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: • C414S7 9 ttir tZ.a RDet.oE My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Signature The foregoing instrument was acknowledged before me this day of 044% , 20 11, by Gitbr a` ' ri9 u ut who is ersonally know o me or who has produced as identification and who did take an oath. /64-« NOTARY PUBLIC: Sign: Print: S77? ' • PDSWE My Commission Expires: * ** ** * **** * * **** ********* *** 44% ANAGRISTINA R. ROQUE *: •,. ...*B MY COMMISSION 9 EE C63468 wr a' EXPIRES: July 18, 2012 •*7 Bonded Tlw Notary Rat URdervmters Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15109) ", a rni Shores 'Village 4 npF4c-x-=i) BY DATE 7,-1M;G UP; i 2011 6 4 OCT Fll Dn DF-[- .176 ,12F4 ( AAVE01338 c L F VICTOLL UUCE AR-0017103 t II I, 1 f c T10 COMM IANCE WITH ALL FEDERAL ..„ ******* . aaaaaaa se•O IAN A'11) ck IJAIY 1 illl ES AND RFGUL Al IONS 370 NI 10131 eat Mitmi Shen* Heikki 33138 Id 3064104030 fax 147/74104230 r--p--, 9- W 1 I — I q :( A a C-19- --f --I erne vbrucettukssociatesset / -'4-______ ti I .._1 " -I-- T e (3) to 0 I I . - ' i-_-.----.. , t r 0 0 r 0 0 Oz. a 1111 CO le -a "c(icl[ I / 0 r 0 0 —I- - ,■ a . tu F _I ■ , rk a tu al / C r\ , -4- 0 ,)-1--.4 woo 1 0 0 _ I I L _ _ = 0 9 73 0 t / 111 1‘.4 Uld Vi\lk - 1 ci t 1 1 Lu i'(3 V 0 'r- CI Lu 1Y ill LU 0 <I W. 1.11 0 Z Z d 0 I I it 1 A WAIN - 1 mit 1048-11 ILI bus Berttptim DO „,, •,. . :,.. ,-. 01 Z4 holla iggai New window replacement Teny Redder= 349 NE 102nd St. Mlami Shores, R. 33138 I rb-01 Ittgot term 0129-teny , ,..„ •.••••• e.. 4 •Is , _J • FLOOR PLAN /Ilk trtway nu Floor plan with numbered windows 0 SCALE: 1/E3°.1'-0° M. vat A-1 OF 3 25 WINDOU! SCHEDULE KC1 MARK STYLE WINDOW SIZE MASONRY OPENING PRESSURES NOTES WIDTH HEIGHT WIDTH HEIGHT ZONE POSITIVE NEGATIVE 101 Horizontal Slider 4-5 1/8' 4-2 5/8' 4-6 1/8' 4-2 5/8' 4 49 -54 102 NortzontaI Slider 4-5 V8' 4-2 5/8' 4' -6 I /8' 4-2 5/8' 4 45 -54 1 ' 103 104 Horizontal Slider Horizontal 511der 4' -5 V8' 3' -1' 4' -2 5/8' 3' -2 3/8' 4-6 I/8' 3' -2' 4' -2 5/8' 3' -2 3/8' 5 5 49 52 -65 -69 � .I. BRUCE AR-00171 105 Horizontal Slider 4' -5 1/8' 4-2 5/8' 4-6 1/8' 4-2 5/8' 5 45 -65 3701r a 101 d> Mord Shores, Florida 93138 let 385-310-9338 Svc 147700 -8280 emit 1111)(1 106 Casement 3' -1' 4-2 5/8' 3' -2' 4-2 5/8' 4 51 -55 EGRESS 101 13 5FI 1' -1 1/8' 3' -2 1/4' 1 -8 I/8' 3' -2 1/4' 5 54 -13 108 14 SN I' -1 I/8' 4' -2 5/8' 1 -81/8' 4-2 5/8' 5 54 -13 109 Casement 3' -1° 4-2 5/8' 3' -2° 4-2 5/8' 5 51 -61 EGRESS 110 Casement 3' -1' 4' -2 5/8' 3' -2' 4-2 5/8' 4 51 -55 EGRESS III Casement 3' -1' 4-2 5/8' 3' -2' 4-2 5/8' 4 51 -55 EGRESS 112 Horizontal Slider 3' -I° 3' -2 3/8' 3' -2' 3' -2 3/8' 4 52 -56 . WINDOW NOTES: I, ALL ASSEMBLIES N THIS SCHEDULE TO BE IMPACT - RESISTANT .45 PER MIAMI -DADE N.O.A. 2. FBC 2001, ASCE 1 -05, Yx146 MPH, EXPOSURE C 8T0 WATERTGH• COAT8 APRED OVER SUBSTRATE a BUCK CEMEMRIWS FNISH •, D 1G! 4 • 4; e. �i TAKE,* SIZED AND SPACED A6 PER PRODUCT AppROvAL / FURRING SPACE 11141 SPACE (MAXJ LINTEL A 1� I x P. T. pcc C0R� , BEAD RT!..=; -nil _, i i ,r Iii U2' eYP811M IIIALLBOARD p SEALANT �W„1. Mow GAULKMG 1 x P.T. H00D BLOCKPIG F6 WIDTH TO MATCH ark FRAM - SET IN CN=LK HEAD EXtR.ISION BED -SEE STRJCT. FOR ATTAC86IENT STO WATERTIGHT COATNG APPLIED OVER SUBSTRATE 4 BUCK FVC CORER MAO S. Cd Jl SEALANT CEMETITIOUS MUSH �iJvini i•8HR1 SPADE [MAX) IMPL WDTHTO MATCH WM. -SET PI � *8,6 `\ =1( � T„P SIZED >� SPACED AS PER - FIST APPROVAL i% I{ ��� 1f1 —�— ,`13 �, ALUM WNDOW JAMB =� Aireor� 1'SHIM SPACE FMR/SIGN IxP. T. - - - - 41 ►1 11/ INSULARRING SPACE VC GYPSM1 WALLBOARD ALU'1 WBm014 PRAmE ii I ■ CAUUCWG SCREEN !'BI-IM SPACE rnaxJ PPL BILL BEALAN1 PVC CORER BED CEMENT. FIX SEE ELEVS. SLOPE ...y.• h' -:i P-- Ix3P. T. t Prs1t torn ,°i PRECAST SILL W01 Oeafpfb Ode Q I£ o Q , \! Meld Rome New window replacement Residence Mlton t Shores,SFL. 33138 Mont FOR TRIM ONTO. ,—°< FRE -CAST t ► BR CONC. SILL WALLBOARD ST WATERTIGHT II MIMI _- �; 8 at COATNG APPI.Ep = \ W TAPCCNS SIZED AND Welk 01��� O'IER SUBSTRATE SPACED AS FEU@ FRODt0GT APPROVAL WINDOW DETAIL 1 Details and window schedule O SCALE: 1- 1/2 ° =1' -m° Sid ladrer. A -2 OF 3 TYPICAL FRAME -OUT OPTION FOR EXTERIOR DOORS AND WINDOWS I- USE A SINGLE 2'x4', 2 °x6 °, OR 2'x8° 5.P. *2 P.T. WOOD BUCK ATTACHED TO SOLID FILLED MASONRY WITH 2 1/8' LONG, .145'0, POWDER ACTUATED PINS AT 12' D.C. 2- USE A SINGLE 2'x4', 2 °x6 °, OR 2'x8' S.P. *2 P.T. WOOD SUB -BUCK ATTACHED TO SOLID FILLED MASONRY WITH 2 1/8' LONG, .145 °0, POWDER ACTUATED PINS AT 12° O.C. IN ADDITION, ATTACH 1 °x4 °, 1'x6', OR 1 °x8' S.P. "2 BUCK TO SUB -BUCK WITH 6d NAILS AT 4' O.C. 3- USE A SINGLE 2'x4 °, 2'x6', OR 2 °x8' S.P. *2 P.T. WOOD SUB -BUCK ATTACHED TO SOLID FILLED MASONRY WITH 3/16 °4 TAPCONS AT 12' O.G., 2' MIN. EMB. IN ADDITION, ATTACH 2'x4', 2 °x6', OR 2'x8° S.P. "2 BUCK TO SUB -BUCK WITH I0d NAILS AT 6' D.C. 4- USE A SINGLE 2°x4 °, 2 °x6 °, OR 2'x8° S.P. "2 P.T. WOOD SUB -BUCK ATTACHED TO SOLID FILLED MASONRY WITH 3/16 °4, TAPCONS AT 12' O.C., 2' MIN. EMB. IN ADDITION, ATTACH 2 °x4', 2 °x6', OR 2'x8° S.P. "2 INTERMEDIATE BUCK TO SUB-BUCK WITH 10d NAILS AT 6° O.C. IN ADDITION ATTACH A 1'x4 °, 1 °x6 °, OR 1 °x8° SP. 1'2 BUCK TO THE INTERMEDIATE BUCK WITH I0d NAILS AT 6° O.C. 5- USE A DOUBLE 2°x4', 2 °x6 °, OR 2 °x8' S.P. "2 P.T. WOOD SUB -BUCK ATTACHED TO SOLID FILLED MASONRY WITH I/2'4) WEDGE ANCHORS AT 24' O.C., 4' MIN. EMB. IN ADDITION, ATTACH 2'x4', 2°x6', OR 2548° SP. '2 BUCK TO SUB -BUCK WITH 16d NAILS AT 6' O.C. 6- ALL OF TI-4E OPTIONS MAY BE FURTHER MODIFIED BY ADDING A SINGLE LAYER OF I /8 °, 1/4', 3/8', 1/2 °, 5/8° OR 3/4° COX, EXPOSURE 1, PLYWOOD TO THE BUCK WITH 6d NAILS AT 4° O.G_ NOTE: I. CAULK WOOD BUCK BEFORE SETTING IN PLACE 2. CAULK AROUND INTERIOR 4 EXTERIOR OF DOOR FRAME WINDOLU NOTES SCALE: NTS AAR40013R1 VICIORLRRUCR AR-0017103 370N1101dSkeet MAW Moms,Fiaido 33130 let 335-310 5030 fax 1.8T/ walk 1 Pine w-m-a boa Onigai Oda hvio New window dow replacement Teary Residence 349 NE 102nd St. Wad Shores, FL 33138 0129-texry horny m. Window notes awes A-3 OF 3 Terry Residence - Window Calculations 10/18/2011 Codes: ASCE 7-05, V =146 MPH, Exposure C Formulas: +GCp: 1.18 - 0.177 x (area) -GCp Zone 4: -1.28 + 0.177 x (area) -GCp Zone 5: -1.75 + 0.353 x (area) +PSF: 43.6 x ( +GCp + 0.18) -PSF: 43.6 x ( -GCp - 0.18) Zones: Project pressures Ma • Ian Width Hel ht Win. Area Zone Victor J. Bruce AR- 0017103 +GC • -GC • +PSF -PSF Windows 101 4.43 4.21 18.65 r 4 0.95509, -1.0. 9_ __..__49 5 0.95509 - 1.30145 49 -65 102 4.43 4.21 18.65 r 4 0.95509 - 1.0550T 49 - 5 0.95509 - 1.30145 49 -65 103 4.43 4.21 18.65 4 0.95509 - 1.05509 49 -54 95509 104 i 3.08 3.19 9.83 1.00436 - 1.10436 52 -56 105 4.43 4.21 18.65 4 0.95509 -1.05509 49 .. ' - 1.30145 49 4 0.98303 - 1.08303 51 106 3.08 4.21 12.97 -54 -65 5 0.98303 - 1.35717 8 -1.15518 107 1.59 3.19 5.07 51 -67 108 1.59 3.19 5.07 4 1.05518 -1.15518 1 18 - 1.50107 109 3.08 4.21 12.97 4 0.98303 - 1.08303 51 -55 - 1.35717 51 110 3.08 4.21 12.97 4 0.98303 - 1.08303 51 5 0.98303 - 1.35717 51 -58 111 3.08 4.21 12.97 -67 Laitisailbilairiiiiit3- 51 -55 5 0.98303 - 1.35717 51 -67 112 3.08 3.19 9.83 4 5 1.00436 - 1.3997 52 -69 MIAMMADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 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 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 0=740 Outswing Alwninum Casement Window -L.NLL APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23105, prepared by manufacturer, 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. MISSILE IMPACT RATING: Large Missile Impact Resistant 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to . comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertsing4iterature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall 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 # 05- 1129.11 and consists' of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/bniklinEcode APPROVED NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 s A &I associates, Inc. Approved ❑ Rejected ❑ Submit Specified Item ❑ Approved as Corrected ❑ Revise and Resubmit This review is only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with the requirements of the plans and specifications. Approval of a specific item shall not include approval of an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; cootd nation of the Work of all tra es; and for per rming all work i a safe an r. ti ctory e 1 �. /,e■ 0 2c t By 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 203 -94 6) Forced Entry Test, per FBC 2411 32.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of 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 wider 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 ill Chan, P.E. (Submitted under NOA# 03- 0611.02) I/ E -1 Manuel Pe Product Control NOA No. 0 , .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 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) 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 outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. 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 manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 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- 0216.06 issued to Solutia Inc. for their "Saflex LUG 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 r : 'es C -740 Aluminum Casement Window — L.M.I., approved 0,. 3/06, ex o .� /22/08. Manuel P.E. Product Contro. iner NOA No. i 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 --W ES-: LARGE MISSILE WINISSWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LiTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W1 AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16° I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" 1.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O CONFIGURATIONS OPTIONS x } 0 } x 0 x } x 0 } x x 0 0 x x 0 UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X° CONFIGURATIONS SEE SHEET 5. E. FOR "XX° CONFIGURATIONS SEE SHEET 6. F. FOR 144 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "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. HEAD & SILL: MAX. 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 (2) ANCHORS 3° APART AT MID-SPAN ® SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1 /4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME, /17. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. anal Bp Oft F.K 325!03 """""5 F.K 5 .40013N8" LG. & MOVE GLAZING OETAE.S TO SHEET RmmSr FK oe�sr F.K. Dm" 7/10/03 Die 023105 y17/02 dormer NO CHANGE THIS SHEET ADO 7,3"HT, GLASS TYPES FAND 0, REVISE ANCHORAGE. Deb: 1070 TEC,INCLOGYDRIVE NOKOMIS, FL 30278 P.O. BOX 1529 NOKU5)3. FL 34270 NOTES AND TABLE OF CONTENTS ammo 1 PRODUCT RIUMWT.1 43 3033;441,413F41., nrcitts !I t fl a^z: f'U pea ALUMINUM CASEMENT WINDOW. IMPACT aetmnweee scab Shad: aa+tw"a CA-740 1 NTS 1 d 13 1 7045-8 Lucas A. Turner, P.E. PE X8201 Mechanical 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER t-- 1/8" HEAT STRENGTHENED GLASS 30 31 3/8" AIR SPACE — 1/8" HEAT STRENGTHENED GLASS 86 .65" NOM. GLASS BITE 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 5116" LAMINATED GLAZING DETAIL .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" 3/16° HEAT h.-- STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS in Medan .65" NOM. GLASS BITE .65" NOM. GLASS BITE MODULI.' ZE.:1:WUYA am r.ae: 1ror .; eai.`;.iwa Fizit% Yrl. 7/16" LAMINATED GLAZING DETAIL 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL F.K. agar F.K. Pain Daft R 6 c nmrsome D ADD 1V16' LAM! 10. W /]!16'LAM111 CORRECT W16'LAM!DETAIL •filar oft NO CHANGE THIS SHEET GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Batter Vs Lama A Turner, P.E. PE 958201 Mechanical CENTERLINE 1 1/2" ANCHOR 1 1/2" LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30° MAX. DAYLIGHT OPENING ANCHOR LOCATION TYP. AJL 7 " —NNW 4° MAX. 4° MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53° MAX DAYLIGHT — OPENING SEE MID-SPAN ANCHOR DETAIL -\ TYP. (2) 13" MAX. O.C, 4" DENOTES HINGE 74" MAX. WIDTH LOCATION AT HEAD & 30° MAX. SILL OF "X" PANELS, DAYLIGHT TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 69" MAX. DAYLIGHT OPENING 13" MAX. O.C. 4" MAX. '.. MAX. JI I / ✓ x \- \ O 30" MAX. --- DAYLIGHT OPENING 1 J 1 141 2 MAX. O.C. TYP. ELEVATION "B° - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT PRODUCT MIMI) as causpltyintrx669 Mamists ®�TSi °:o Si.a.s 760 MAX. HEIGHT 40 MAX —0- -- 13" MAX. O.C. - -�--�' �- 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 37" MAX' 60° MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) VENT TYP. ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) RK bac 3/25103 a.4ar. F.K Dab 7/10103 CHANGE SHEET NO. REFERENCES ADD HAVE LOCATION DETAILS Rant a7 F.K nsro9 F.K 0m. 12/17/02 CHANGE MAX HT. TO 70* AND MAX. 0L0 TO Or 1070 TECHNOLOOTDRNE NOXOMS, FL 34274 P.O. BQX 1829 NOXOMt3, FL 34274 v dia$aeatt o. 9UC" & 'XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT sox. """ CA-740 l NTS 3 ° 13 7045-8 D Lug A Turret, P.E. PE 488201 Mechanical 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 HINGE LOCATION DETAIL 14 1/2" MAX. 0.C. VENT HEAD & SILL ONLY 13° MAX. 0.C. 4" 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 4" FLAX. -►J SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX O.C. 4" MAX. 4° MAX. 14 1/2° Lai 76" MAX. HEIGHT MAX. 0.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING e-77-• 1 13" MAX. — O.C. 0 4" MAX. i 13" MAX. O.C. 4" MAX. --►J ELEVATION "E " - "0" (SEE SHEET 7 FOR PRESSURES) 30° MAX. 53° MAX. DAYLIGHT OPENING DAYLIGHT OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX. DAYLIGHT OPENING A 76° MAX. HEIGHT SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) i 1—.4-13" MAX. O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37" MAX. VEAT 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT Pitantr. MOOED as etoptylogvitib 9b¢ %odds 4adafla¢ Caut ed • 1 1 Espincha S0 5 .5INO.1441v • Ftwsd FJC ace: 3/78/03 S CHANGE SHEET NO. REFERENCES lima By F.K ear BOWS Re ADD HINGE DETAIL S HINGE LOCATION NOTES Raeder FK. aft 7/10/03 Ceara er FK 12M7/02 a "." CHANGE MAX HT. TO 78' AND MAX DLO T089' Wee : 1070 TECHNOLOGY DRIVE NOKOASS. FL 34275 P.O. Box 1525 NOKOMIS, FL 34274 ITT "X°, "0° X0 "& "OK' ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT dmfe,ar sae tlst CA -740 NTSl 4 a 13 7045-8 Lucas A Turner, P.E. PE 888201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (118 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (118 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19 118 A -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 -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 B,E -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 -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 24 A -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 -90.0 70.0 -90.0 70.0 -89.6 70.0 -88.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -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 -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 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 87.8 -86.2 66.2 -85.0 65.0 -63.7 63,7 B,E -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 -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 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68,4-68.4 - 63.9 63.9 - 80.0 60.0 58.5 68.5 - 56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 - 48.3 48.3 B,E -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 -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 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 58.1 - 53.8 53.8 - 50.4 50.4-47.7 47.7 445.6 45.8 -43.9 43.8 -42.2 42.2 B,E -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 -90.0 70.08 _ -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0_-84.4 70.0 34 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 85.5 -57.5 57.5 - 54.9 54.9 -51.8 51. - 48.8 48.6 - 45.2.45.2 -42.4 42.4 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0_ -75.0 70.0 -75.0 70.0 -75.0 70.0 110W �6' .; ...- _- - 36 A -75,0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 80.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75,0 70.0 -75.0 70.0 -73.7 70.0 -87.9 67.9 - 59.0 59.0 -52.8 52.8 -49.9 48.9 - 48.4 48.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 _ TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL-3587 OPTION: C. 7/16" LAMI (3116°A,.090,3/16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X° SIZES UP TO 32" WIDE x 72" HIGH 1-90.0 70.0 PRODUCT mama as X18 `J iettb'he Acceptance fat 0.1; • TABLE 2A. 'X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 6. GLAZING OPTIONS: C. 7/18" LAMI (3/16"A,.090,3/16 "HS) F.13/18" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76° HIGH -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2.1F INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. Lucas A. Turner, P.B. PE E#88201l FJC X03 Raalarrr 5 ADD GLASS TYPEETOTABLES 1.5 4 9070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 9620 NOKOMIS: FL 34274 QM*. PRESSURES- X CONFIG. WINDOWS "eaan¢g F.H. W 7/10/03 'Ratans C NO CHANGE 77418 SHEET ALUMINUM CASEMENT WINDOW, IMPACT &man F.H. ar 023!03 Ratans D REVISE ANCHORS 8 ADD 76' HEIGHT OPTION Visibly B49s4r saw NTS 5 ^r 13 Ire•.wee 7045 -8 D osne. F.K. onue G,za""ey 12/17/02 bee„ I COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 X X GLAZING OPTION: A. 5/16" LAMI (1 /8"A,.090,1 /8"HS) "XX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 67 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0, -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0. 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75,0 70.0 -75.0 70,0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 - 69.5 69.5 -67.5 67.6 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -89.6 69.8 - 65.2 65.2 -63.0 63.0 - 80.8 60.8 - 68.0 58.0 60 A -76.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 •-68.4 68.4 - 63.9 83.9 - 60.0 60.0 - 58.5 68.5 - 58.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 66 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -65.5 85.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 - 45.2 45.2 -42.4 42.4 R �,,,, 1tie sWeift q •l-II • z Lt. ' 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 604 -64.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.D 70.0 -75.0 70.0 -73.7 70.0 -87.9 87.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.8 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8"HS,.090,1 /8 "HS) E. 13/16" LAMI (118 "HS,3 /8" SPACE,5/18" LAMI -WI 118"HS,.090,118 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH x75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3H6"HS) PRODUCT OZIEWED as =plying Wits tbatadde • ; - • n • =Ilea Data JS1(42 . S .1 /. . ..'ir ", °- ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -46080 GLAZING OPTIONS: C. 7/16" LAMI (3116"A,.090,3116 "HS) F.13/16" LAMI (1B "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH T55.01 55.0 NOTES: j 6� 0Z-- 1 VZt,/e'S Lucas A. Turner, P.E. meat 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.6 P.S.F. Render Faisbn PRESSURES- XX CONFIG. WINDOWS ,o7u TECtAVOL«1rDRIVE NOKOMI, FL 34278 PO. 1528 rte' ALUMINUM CASEMENT WINDOW, IMPACT Fonda), F.K 823108 D REV /SE ANCHORS &ADD TABLES 78' HEIOHTOPTION BOK HDxoaes Ft. 34274 Vol* Berra. es�mme CAaao e�c I NTS m 6 a 13 Ewa 7046 -8 : D -o , F.K ma. 12117/02 aocam¢r Ds* I COMPARATIVE ANALYSIS TABLE 8. "0° 8, "1/4-12.1/4XOX" WINDOWS WIDTHS "O" °XOX' GLAZING OPTIONS: A. 5/16' LAMI (1/8".0,.090,1/8 °HS) B. 5/16" LAMI (1/8°HS,.090,1/8 "HS) C. 7116° LAMI (3/16'A,.090,3/16'HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16° LAMI -W! 1/8"HS,.090 1/8°HS) F.13/18"" LAMI (1B`A,AIR SPACE .7 /15 LAMI -W/ 3/16°A,.090,311E7HS) HEIGHT 26 NEG 31 1 36 383/8 43 80 5/8 54 67 60 es POS 36 72 A 1 75.0 70.0 NEG POS NEG POS NEG POS NEG POS NEG P08 -76.0 70.01 -78.0 70.0 - 70.4170.0 -60.4 60.4 - 54.3 64.3 NEG -81.1 POS NEG POS 61.1 -47.9 NEG POS 41.9 -44.8 44.8 NEG, POS -422 42.2 NEG -39.7 POS 39.7 67 72 78 6,51 -76.0 70.0 -76.0 70.01.76.0 0.0 -76.01 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 - 76.0 70.0 -75.0 70.0 70.0 37 74 C,F A 1 -78.0 70.0 70.0 -90.0 70.01 -90.0 -76.0 70.0 -73.7 7o.o 70.0 • 90.0170.0 -90.0 70.0 -90.0 70.0 -67.9 67.9 -59.0 59.0 - 52.8 52.8 -90.0 1-49.9 70.0 -90.0 70.0 -90.0 70.0 49.9 -46.4 48.4 -41.1 41.1 -90.0, -38.6 70.0 38.6 B,E 1.78.0 70.0 -76.0 70.01.75.0 70.0 - 78.0170.0 -78.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 3912 79 C,F 1 -90.0 70.0 A 1 -76.0 70.0 -90.0 70.01 -90.0, -75.0 70.0 -67.8 70.0 - 90.0170.0 67.8 - 62.1162.1 -80.0 -85.7 70.0 58.7 -90.0 70.0 - 49.8 49.8 -90.0 -46.9 70.0 48.9 -90.0 -43.8 70.0 43.8 -90.0 70.0 -90.0 70.0 38.6 B,E 1 -75.0 70.0 -75.0 70.01 -76.0 70.0 -76.01 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F 1-90.0 70.0 -90.0 70.01 -90.0 70.0 - 90.0170.0 -90.0 70.0 42 84 A 1 -78.0 70.0 - 75.0 70.0 -82.4 62.4 - 58.4168.4 -63.3 63.3 -80.0 70.0 -58.4 58.4 -90.0 70.0 -90.0 70.0 -53.4 53.4 -60.0 60.0 -87.4 70.0 -83.2 B,E 1 -75.0 70.0 - 76.0 70.01 -75.0 70.0 - 76.0170.0 -76.0 70.0 - 76.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -41.9 C,F 1.90.0 70.0 45 90 A 1 -75.0 70.0 -90.0 70.01 -90.0 - 70.3 70.01 -68.0 70,0 - 90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 68.0 - 64.6154.8 -59.3 69.3 - 53.8 53.6 -50.9 60.9 -47.5 47.5 -44.7 44.7 -42.1 42.1 70.0 -55.01 55.0_755.01 Ns -55.01 55.0, -55.01 55.0 48 98 8,51 -75.0 70.0 -76.0 70.01 -76.0 70.0 - 76.0170.0 -76.0 70.0 - 78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F 1-90.0 A 1 -75.0 70.0 70.0 - 90.0 70.01 -90.0 70.0 - 68.0 65.01.54.3 64.3 -90.0 70.0, - 61.1161.1 -90.0 70.0 -55.1 65.1 - 90.070.0 -51.4 61.4 -88.2 -48.6 70.0 -81.8 70.0 48.6 -48.3 45.3 -42.6 42.8 -40.4 40.4 -69.2 -38.4 B,51 -75.0 70.0 -75.0 70.01 -7 .0 70.0 - 75.0170.0 -76.0 70.0 -75.0 70.0 -75.0 6012 101 C,F 1-90.0 A 1 -78.0 70.0 - 90.0 70.01 -90.0 70.0 -60.8 60.81 -61.3 70.0 51.3 - 90.0170.0 -90.0 -48.3 48.3 -62.7 70.0, 62.7 - 68.070.0 - 48.7 48.7 -80.9 70.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 38.4 -76.0 -70.7 70.0 -48.9 48.9 -43.8 43.5 -41.3 41.3 -392 39.2 -641 -55.01 55.0 45.61 55.0, -5321 632 37.1 8E1.78.0 70.0 - 76.0 70.01 -78.0 70.0 - 76.0170.0 -76.0 70.0 - 78.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 C,F 1-90.0 531 /8 108 3/8 A 1 -76.0 70.0 70.0 -90.0 70.01 -90.0 - 58.7 "68.7 -48.7 70.0 48.7 B,E 1 -75.0 70.0 -78.0 70.01 -76.0 70.0 -90.0 j 70.0 46.4 L45.4, - 76.0170.0 -90.0 70.0 -60.0 50.0 -812 70.0 48.1 48.1 -78.7 70.0 -70.3 -75.0 70.0 -75.0 70.0 -44.2 -76.0 44.2 -422 42.2 -60.8 60.6 -40.1 40.1 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 36.2 -52.61 52.6 -49.81 49.6 CFI.90.0 70.0 64 108 A 1 -75.0 70.0 -90.0 70.01 -90.0 70.0 -90.0 70.0 -88.6 70.0 -58.2 5821 -47.9 47.9 - 44.6144.6 -49.1 49.1 •78.4 yo.o - 46.3 45.3 -71.1 70.0 -66.5 -43.4 43.4 -41.9 -63.0, 63.0 -39.8 39.8 57.3 -37.6 37.6 -35.9 8E I -76.0 70.0 -75.0 70.01 -75.0 70.0 -76.0170.0 -76.0 70.0 - 75.0 70.0 -76.0 70.0 -78.0 70.0 -78.0 70.0 -71.8 70.0 6612 111 C,F 1 -90.0 70.0 A 1 75.0 70.0 -90.0 70.0 J -90.0 -67.1T 67.1 -48.4 70.0 - 80.0170.0 48.4 -43.3143.3 88.9 -47.6 70.0 - 76.0 70.0 -70.1 47.5 - 43.9 43.8 -42.2 ,70.0 4221 -86.4 -40.8 40.8 -81.8 61.8 -39.1 3911 -372 372 35.4 B,E 1 -78.0 70.0 -76.0 70.01 -78.0 70.0 - 75.0170.0 -78.0 70.0 -75.0 70.0 -76.0 70.0 •78.0 70.0 -78.0 70.0 -74.3 70.0 70.0 C,F 1 -90.0 70.0 67 114 6812 117 A 1 -76.0 70.0 -90.0 70.01-90.0 - 862 68.21.44.8 70.0 - 90.0170.0 -84.3 70.0 -72.5 70.0 -88.4 68.4 83.6 44.8 - 42.1142.1 -482 462 • 42.6 42.6 412 41.2 -39.8 63.6, 39.8 -54.8 84.8 -51.1151.1 -34.8 34.8 • B,E 1 -75.0 70.0 -78.0 70.01.76.0 70.0 - 76.0170.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 -48.8148.8, 43.8143.6 CFI -90.0 70.0 AI -74.2 70.0 490.0 70.0[ -90.0 70.0 - 90.0170.0 81.8 70.0 -55.0 55.0 -43.4 43.4 - 40.9140.9 -44.6 44.8 -70.7 70.0 -41.3 41.3 -68.7 :402 66.7 -61.8 402 -38.7 38.7 -55.9 85.9 -37.6 37.6 -34.2 B,E I -75.0 70.0 -76.0 70.01.78.0 70.0 - 76.0170.0 -76.0 70.0 -78.0 70.0 -76.0 70.0 -76.0 68.4 -4521452 -42.6142.8 60 120 C,F 1 -90.0 A 1 -72.9 70.0 -90.0 70.0.1 -90.0 70.0 - 90.0170.0 -79.4 70.0 70.0 -63.4 63.41.42.2 42.2 • 39.71 39.7 -43.6 43.5 - 89.0 ,Ball -40.4 40.4 -64.9 84.9 80.4 60.4 -545 64.5 61.6 -39.2 392 -37.8 37.6 -36.7 357 8,51-78.0 70.0 -75.0 70.01 -76.0 70.0 - 75.0170.0 -78.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 -87.4 33.7 87.4 C,F 1- 90.0 70.01-90.0 70.01 -90.0 70.0 - 90.0) 70.0 -77.1 70.0 -67.3167.3 - 83.3 83.3 -89.1 TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4607, FTL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING VVITH 412 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. -newsy os. F.K 345/03 r B ADD GLASS TYPE E 70 TABLES NemlOY mb. F.K 7/90/03 Date; F IC 623/O8 Oman Br F.K. 12117/02 Ilargftam NO CHANGE MIS SHEET nenmar O CHANGE ANCHORS AND ADO 78" HT: OPTION <ir r 'D TECHNOLOGY DRIVE NOKOMIB, FL 34278 P.O. BOX 1128 NOKOMI9, FL 34274 e„T- Visibly Batter 4 1 2 0 4 luf ALUMINUM CASEMENT WINDOW, IMPACT Earkallkidet Oriebuka 7045-8 Lucas A. Turner, P E PE 058201 Rieshanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & 9/3- 1/3 -1/3 XOX° WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 28 31 38 38 3/8 43 48 D 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 - 67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -87,7 67.7 - 84.9 64.9 42.7 82.7 -80.4 60.4 80 90 A -75.0 70.0_ -75.0 70.0 -75.0 70 0 75.0 70.0 - 75.070,0 - 88.4 68.4 - 63.9 63.9 -60.0 60.0 - 58.5 58.5 -58.2 58.2 _- 53.4 53.4 84 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 81.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 87.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 66.4 68.4 - 582 582 - 55.8 55,6 -52.6 52.8 - 49.4 49.4 - 45.9 45.9 - 43.1 43.1 70.917 108 3/8 Al -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 81.8 - 55.1 55.1 -51.9 51.9 -48.9 48.9 - 45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 - 75.0 -70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51,1 51.1 -47.9 47.9 X4.8 44.8 -42.2 42.2 - 39.7 39 7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -62.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 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 (1/81-IS,.090,1/8"HS) E. 13/16" LAMI (1/81HS,3/8" SPACE,5 /18° LAMI -W/ 1/8 "HS,.090,1/8 "HS) 1 3 X 1 3 O 1 3 X X 0 0 X 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 630 HIGH 1 -75.0 70.0 TABLE 10. "XO" 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 /181HS) 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 -90.0 70.0 TABLE 10A. "XO" or "Or & 9/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/18" LAMI (3/16 "A,.090,3 /161HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16°HS) ALL "X0° OR "OX° SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH L 55.0 J 55.0 A NOTES: Qo 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN 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 IS LIMITED TO 89.6 P.S.F. PRODUCT RENEWED ascomNDiaRSDU61ho Reeidt Arsepkisto , ...„„cro seer RK 0030y. F.K. F.K om" 32033 os� 7/10/03 623!08 Ratistorm 8 C Rorklarste 0 ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76"HEIGHT OPTION Drupe), F.K. Due: 12/17/02 Oteciaa ei• oats: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SQX 1529 NOKOMIS, R 34274 PST Visibly Better PRESSURES- XO, OX & 1/3- 1/3 -1/3 XOX WINDOWS Yea ALUMINUM CASEMENT WINDOW, IMPACT s 04.740 rerAw Eitakt NTS I 8 a5- 13 1� 7045-8 I D Lucas A. Turner, P.E. PE #58201 Mechvsoal COMPARATIVE ANALYSIS GLAZING OPTIONS: TABLE 11. "X0" or "OX° 8 "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL-4608 A. 5/18" LAMI (1 /8"A,.090,1 /8 "HS) B. 5/16" LAMI (1I8"14S,.090,1 /8 "HS) C. 1116" LAMI (3/18"A ,,090,3116°H6) E. 13/18° LAMI (1 /8"HS,3/8" SPACE,5116" LAMI -W/ 1l81HS,.090,1/8"HS) F. 13/18° LAMI (1/8"A,AIR SPACE,7 /18" LAMI- W/ 3/18 A,.090,3/18 "HS) HEIGHT WIDTHS 25 36 38318 43 / 48 ' 50518 54 1 57 60 83 7 67 72 76 "XOX" VENT FIXED 4 NEG POS NEG POS NEG-POS NEG-POS NEG POS. NEG POS NEG POS NEG POS NEG P06 "S3.3 NEG POS NEG1POS NEGWPOS NEG1POS 89.284 19.125 31.014 A - 7 5 . 0 70.0 - 76.0 70.0 - 7 5 . 0 70.0 -74.1 70.0 -84.9_84.9 60.8 -80.6 - 58.1 58.1 - 58.158.1 -53.3 -50.5 50.6 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F 40.0 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 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.155.0 -55.01 55.0 -55.01 56.0 88.919 24 38.919 A -75.0 70.0 -89.1 69.1 -63.4 83.4 -58.6 56.5 -50.4 50.4 -47.6 47.5 - 44.1 44.1 -41.6 41.8 - 392 392 - 38.9 38.9 B,E -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70,0 -75.0 70,0 -76.0 70.0 -73.8 70.0 C,FF- 90.070.0 -90.0 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 49.4 70.0 -85.2 70.0 - 55.0155.0 ;55.01 55.0 -55.01 55.0 95.973 27 42.973 A -75.0 70.0 -80.5 60.5 -67.2 57.2 -82,1 82.1 - 55.2 55.2 - 62.8 52.8 -49.1 49.1 -48.2 482 - 43.8 43.8 -41.1 41.1 B,E -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0, 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70,0 -76.0 70.0 -76.0 70.0 C,F, -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 - 65.155.0 - 55.0155.0 - 55.0155.0 108.648 30 . 48.849 A 75.0 70.0 -63,6 53.5 - 50.4 60.4 - 54.5 54.5 -50.71 50.7 48.2 48.2 -44.8 44.9 -42.0 42,0 - 40.1140.1 -38.0 38.0 B,E -75.0 70,0 -75.0 70.0 -75.0 70.0 - 75,0'70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0, C,F -90.0 70.0 -80.0 70.0 -80.0 70.0 -90.0 70.0 -84.7 70.0 -79,5 70.0 -73.8 70.0 -69.7 89.7 - 88.368.3 -83.1, 83.1 46.65.0 -55.01 85.0 -62.21 52.2 115.892 32 61.892 A - 75.0 70.0 -49,9 40.9 46.8 48.8 -61.31 51.3 .47.4 47.4 - 46.5 45.6 -42.7 42.7 -40,7 40,7 - 38.8 38.8 - 38.5 38.8 B E -75.0 70.0 -76,0 70,0 -76.0 70,0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 - 732 70.0 C,F - 90.0 70.0 40.0 70.0 -90.0 70.0 -90,0 70.0 -78.6 70.0 -73.2 70.0 -60.3 68.3 - 04.864.8 -61.4 81.4 - 58.8 56.8 -56.0 55.0 -50.9 60,9 -47.7 47.7 122 33.687 54.827 A -76.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 .12.6 42.8 -41.4 41.4 - 39.6 39.6 -37.5 -37.5 37.5 36.7 B,E -75.0 70.0 -76,0 70,0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -76.0 70.0 -76.0 70.0 -74.9 70,0 -71.4 70.0 C,F_ 80.0 70.0 -90.0 70.0 -90.0 70.0 -86.8 70.0 .74.0,„70.0 -89.4 88.4 -84.7 64.7 -61.0 81,0 - 58.4 58,4 -55.7, 56.7 - 52.152.1 - 47.7147.7 - 44.8144.6 123.136• 34 56.135 A -75.0 70.0 -48,8 48.8 -43.8 43.8 -47.9 47.9 -44.3 44.3 .12.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 36.5 B,E -75.0' 70.0 75.0 70.0 -75V 70.0 -75.0 70.0 -75.0 70.0' -75.0 70.0 76.0 70.0 -75.0 70.0 -74.8 70.0 -71.6 70.0 - 90.070.0 -80.0 70.0 -90.0 70.0 -86.0 70.0 -73.1 70.0 -86.8 58.9 44.1 84.1 40.5 80.5, -57.8 .67.9 -562 55.2 -51.5161.5 47.2147.2 - 44.0144.0 126.000 34.791 50.418 ,C,F A -75.0 70.0 -45.5 45.5 -42.8 42.8 - 48.7 46.7 -43.1 43.1 - 41.841.8 -40,2 402 - 38.7 38.7 46.9 38.9 .35.0-35.0 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F, - 90.0.70.0 40.0 70.0 -90.0 70.0 -82.8 70.0 - 71.3 70.0 -87.3 87.3 42.5 62.5 - 592 59.2 - 58.5 58.5 -53.8 53.8 - 60.150.1 -45.8145.8 -43.0143.0 130 35.896 68.209 A -74.4 70.0 - 43.6 43.8 -4t2 41.2 -46,1 46.1 -41.5 41.5' .40.4 40.4 -38.9, 38.9 -37.7 37.7 482 382 -34.3 34.i 01,E -75.0 70.0 -76,0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70,0 -72.4 70.0 -88.6 88.8 C,F, -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 49.3 89.3 45.3 85.3 -60.6 80.6 -57.6 57,8 - 54.7 54.7 -51.8, 51.9 -48.148.1 - 43.9143.9 41.9141.9 130.378 38 59.378 A - 74.3 70.0 -43.8 43.8 -41.0 41.0 - 45.0 45.0 -41.4 41.4 -40.3 40.3 - 39.8 38.8 - 37.8 37.8 -38.1 38.1 - 34.3 34.3 8,E -76.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 72.3 70.0 48.8, 68.5 C,F - 90.0 , 70.0 -90.0 70.01 -90.0 70.0 -79.8 70.0 - 89.1 88.1 45.1 85.1 -60.5 80.6 57.9 57.4 -54.8 64.6 -51.7 51.7 48.0148.0 •13.8143.8 - 41.81_41.8 134 37 80 A - 72.9 70.0 -42.2 42.2 - 39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 31.7 - 38.7 36.7 - 35.5 35.6 - 33.7 33.7 B,E -75.0 70.0 -75,0 70.0 -75.0 70.0 - 75.0'700 -75.0 70.4 -76,0 70.0 - 76.0 70.0 -73.3 70.0 -71.0 70.0 47.4 67.4 C,F _ -90.0 70.0 -80,0 70.0 _ -90.0 70.0 -77.1 70.0 67.3 87.3_ -63.3. 83.3 -88.1 59.1 -85.9 55.9_ -53.0 §3.0 -50.0 50,0 - 48.3146.3 -42,8142.8 - 40.8140.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. UNE. UAL LIT NDO ' TEST REPORT: FTL GLAZING OPTION: D. 7/18" LAMI (3/1611S,.090,3/161-13) ALL 'XOX" SIZES UP T0134" WIDE x 83° HIGH WITH 37" MAX, VENT WIDTH AND 80" MAX, FIXED WIDTH AND ALL °XO° or "OX° SIZES UP TO 97" WIDE x 83° HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH I.90.0� 70.0 TABLE 12A. 70" or "OX' & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL - 4807, FTL -4808 GLAZING OPTIONS: D. 7/18° LAMI 3/18"HS .090 3/16"HS G. 13116" LAMI 1/8" R SPACE .7 /18" LAMI -W/ 3/18115..090 31181HS ALL %OX" SIZES UP TO 134" WIDE x 78" HIGH WITH 3r MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "X0° or "OX" SIZES UP TO 97" WIDE x 78" HIGH WITH 37" MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH -86.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR ® 1/4" 664 CRETE -FLEX ANCHORS, 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. x O x UNEQUAL LITES x O UNEQUAL LITES 0 x UNEQUAL LITES PUOEUGT ea ee n,lyi 2 sxNte tl:a FEorlBs Rand Bx FUG 9/26,03 Rixtdens B ADO GLASS 7YFE E 70 7ASLE 11 FK. 7 ,00103 C NO CHANGE 17115 SHEET Wve"a 1- Bourns: F.K. D CHANGE ANCHORS AND ADD 78°151017 OPTION D,"."ar. Dar Ch 2 ewe Fit 12/17/02 512306 1070 TECHNOLOGYOR7/S NOKOMIS FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 PST I/tstbty Bauer PRESSURES- UNEQUAL. CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT saw 0A-740 NTS Om* b.Mre No. 9 d 13 7045 -8 l D Z--- 11 /2ftor Lucas A. Tw1ter. P.E. PE858201 Mechanical REFERENCE XO' & XOX' FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE °XO° & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 IMAX VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX fREFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 lose MAX. VENT I L1j 4. DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX MAX HEIGHT (SEE SHTS. 3 & 4) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) W Viz 1Y MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X RNDO+OCT REVISED Iva tie /bib Cade • Pao8VcT NENEWE1 ea complying wf4 the F c Baling Cede Azifilltelme Otte N �$ 07 man RIC 32503 iig P.K. 7/10103 Reesd07 R.K anon Of F.K. VERTICAL SECTION OPERABLE UNIT B c ADD !3/18'7.0. GLAZING BEAD 17E141 VERTICAL SECTION FIXED UNIT 923105 17/02 liotsicegr D SHOW TOP HIMTE CHO SHT. NO. REF AND AD0ITEM89 1070 7E420101007 DNIVS NOXOMIS 71. 34275 P.O. BOX 1529 Crocked NOKOMI9, FL 34274 SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT tlersaleodec 6eea. sort MM.; AL Gl•740 , NTS 10 a 13 7045-8 4 1 1/2(/0 Lucas A. Tumor, 72. PE 588201 Mechanical FRAME ASSEMBLY #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS TUBE, MATL: 6063 -T6 i 3" APART AT MID -SPAN "X" FRAME JAMB "X" FRAME JAMB il L "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13° MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #6x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 1.376" .095" .440' CASEMENT BACKING PLATE MAIL: 6083 -T6 DWG# 7071 .434" 2.854° .1062" NOM. 1.159" 2.139" ()SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 3.544° .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .062" NOM. 2.919" 2.784" --� FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A F K. 9/25409 8 NO CHANGE 71.59 SHEET Taster Dim: . F.K. 7/10/03 ®i F.K or F.K. Anscl 8/23/05 12/17/02 ParisforW C NO CHANGE TH18 SHEET O /401,717E74 88 ems& 1070 TECHNOLOGY ORNE N0103663 FL 34275 P.O. BOX 1528 NOHOW, F4 94274 Visibly ,Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT P» CA•740 11 a 13 mo. m"a 7045 -8 D /VI Vas— Luc5S A. 1 amen, P.E. PE 858201 Meaaracel PARTS LIST ITEM ITEM DWG # PGT. # DESCRIPTION 7025 1 7002A 74 MAW FRAME • 1-IEAD, SILL & JAMBS 2 1155 7SIPQA #8 X I QUAD PH SMS 68 X .750 QUAD PN SMS 3 7008 FRAME CORNER KEY 8l 4 781PQA #8 X I QUAD PN SMS 1/2 "X12"X118" CLOSED -CELL FOAM TAPE 7010 5 7003A 83 SASH- TOP, BOTTOM & SIDE RAES 6 1155 781PQA 08 X 1 QUAD PH SMS GLAZING BEAD (13/16" LG.) 7 7017 67017K BULB WEATI4ERSTRIP .187X.240 (2) LEES OF 1/8118 GLASS WITH AN.090 INTERLAYER • SOLUTIA OR DUPONT PVB 8 1009 13/16" SASH CORNER KEY 3/16A & 3/16RS GLASS WITH AN.090INTERLAYER • SOLUTIA OR DUPONT PVB 9 7024 13/16" MAXIM MULTI•POINT LOCK , 3/16139 & 3/16HS GLASS WITH AN.090 JNTERLAYER • SOLUTIA OR DUPONT PVB 10 7026 67071 LOCK SUPPORT PLATE 11 #10.21X.562PIL PN. TYPE F 12 7014 MULTI-LOCK KEEPER (RH. & L.H:) 13 1157 78X78PPSMS 68 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIEBARASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 88.32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (LH. & R.H.) 22 7858ZA 08 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP•ONHANDLE 25 7023 12 " HINGE (JJBAVYDUTY) 26 710x12FP 810 X .500 PH. PHI. 30 5/16" LAMINATED (UM & 1/8135 GLASS) .050141TERIAYER- SOLUTJA CRDUPONT PVB 31 5/16" LAMINATED CUM & I18HS GLASS) .090 INTERLAYER • SOLUTIA OR DUPONT PVB 32 7116' LAMINATED (3/16A & 3/1611S GLASS) .090 IN TERIAYBR - SOLI TIA OR DUPONT PVB 33 7/16" LAMINATED (3/16139 & 3/16128 GLASS) .090 INTERLAYER • SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 (HAZING BEAD (7/16") 43 1224 611'247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899,995 OR EQUN, 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAMIE 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH _ 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTWB 48 X .500 SQ. PN. TEE SMS 67 7004A 67004 CASEMENT FRAME ASST. TUBE 68 712X1PPT #12 X I" PH. PHIL. TEM 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 ' 7019 711573 SNAP -ON T•HANDLE KNOB �� 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 68 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME • HEAD, SILL & IAMBS 8l 1155 781PQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16' LG. GLASS (1/"135, AIR SPACE, 5 /16 °LAMI) 5/16' LAMI= (2) LEES OF 1/8118 GLASS WITH AN.090 INTERLAYER • SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (I/8"HS, AIR SPACE, 7 /16 °LAMII) 7/16" LAMP= 3/16A & 3/16RS GLASS WITH AN.090INTERLAYER • SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (IB°HS, AIR SPACE, 7/16 °LAM 1) 7/16° IAMI= 3/16139 & 3/16HS GLASS WITH AN.090 JNTERLAYER • SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .708° .050" 0 5116° GLAZING BEAD MATL: 6063 -T6 DWG# 7036 r-- .050° .865" 07/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" !.r 1.000" .423" CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7008 —1 a .269" .040" — .870" .172" .050" .569° 0 13116" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125° a 1.124" .093" 0 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 2.701 VRODEC1' RENEWED 4 s coml3 f 8 wk618a Florida SaHfng0352 Awyptemso Na S •.: Otto a /,V1'i,LJf! FA Pon 325103 B ADD 13136' 1.G. GLASS 8 GLAZING BEAD Vend Bp FK. am.: 7 /103 Cd"aa. NO CHANGE THIS SHEET Tow On F. lc wan 8823/05 ae tdmm 0 $"aa97: F.K. Gf" 12/17/02 Cmek•d0 /. ADD EQUIV. TO ITEM 44, SIUCONE AND ADD ITEMS 87.88 AND 89 Date: 1070 TECHNOLOGY DRAM NOKOMIS. FL 34276 P.O. BOX 1528 NOKOMIB. FL 34274 Visibly R°uer o PARTS LIST & EXTRUSIONS Tan ALUMINUM CASEMENT WINDOW, IMPACT dam CA.740 e� NTS 1b>a12 13 Ceasing Na. 7045-11 D tl/2lic'�` Lutes A Turner. P.E. PE #68201 Meohalloel ® 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —1 j- ASEE A 1x WOOD BUCK (SEE NOTE 3) 1/4 " MAX. SHIM ASEE NOTE 1 SEE NOTE 4 • 11/2" 11/4" MIN. MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 114° MAX. SHIM ASEE NOTE 1 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM - SEE NOTE 2 I A SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 11/2" THICK 11/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1/4" MAX. SHIM SEE NOTE 1 A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ®SEE NOTE 1 SEE NOTE 4 11/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 11/2" OR MORE THICK 00 1■101010100- A SEE NOTE 4 MIN. FIXED UNIT FRAME TO CONCRETE r SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 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 IS 21/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. dearattb i1 PRODUCT 8E14EWE! withI Maria Acapmnallo >r, , • team s! V r✓✓ / 1? 1070 7E0 0,10400Y NOKOMIS, R34275 P.0.80)11829 NOISOME; F4 34274 T ANCHORAGE DETAILS Tar ALUMINUM CASEMENT WINDOW, IMPACT Visibly Bette, NTSI 13 • 13 7045-8 1v-z r /O( Imes A. Turner, P.E. PE 958201 Mechanical MIAM1D COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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: i Series "HR- 7I0'"AlumnQ tun Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Intact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C' dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "M lami Dade County Product Control Approved ", unless otherwise noted. herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be'di bayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. 0' The submitted documentation was reviewed by Manuel Perez, P.E. 1bIIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.ndamidade.gov/huiltlinucode NOA No 07-0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 A&I associates, Inc. Vt Approved Rejected C Submit Specified Item ❑ Approved as Corrected ❑ Revise and Resubmit This review is only for general, conformance with the design concept of the project and general compliance with the infonnation given in the Contract Documents. Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with the requirements of the plans and specifications. Approval of a specific item shall not include approval of an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coordination of the Work of all trades• and for °rforming all work in a safe . d sa k acto PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per EEC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per EEC, 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 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 for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03-0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl bntryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated. 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07 /18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/CEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16° LAMI CONSISTING OF (2) UTES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7118° LAMI CONSISTING OF (2) UTES OF 3/18' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/I 6" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7116' LAMI CONSISTING OF (2) UTES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 0.13/16' LAMI IG: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 6/16° OR 3/8" AIR SPACE AND 6/18' LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI ID: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 5/18° OR 3/8" AIR SPACE AND 6/16' LAMI CONSISTING OF MUTE OF 1/8° ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L 13/16° LAMI 10: (1) LITE OF 1/8° OR 3116° ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER .1.13118" LAMI 10: (1) LITE OF 1/8° OR 3116° ANNEALED (MIN.) GLASS, 3/18° OR 114" AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3/18' ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18" LAMI 10: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1/4° AIR SPACE AND 716" LAMI CONSISTING OF (1) UTE OF 3118° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L.13/16° LAMI IG: (1) UTE OF 1/8° OR 3/18" ANNEALED (MIN.) GLASS, 3/16° OR 1/4' AIR SPACE AND 7/16° LAMI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 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 HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. i7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA 04-0721.01, 03. 0225.05 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM 2006 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CLIMEKTERR3p411414441NG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). i ,.. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS. 4 VERT. SECTIONS 5 HORIZ. SECTIONS6 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 Regat4t Ric Readers F.K. 411807 C aftoar F.K. lfaa 18117188 Reviews 8 ADD FTL -5330 TO NOTES 79 CHG. NOTE 8 TO CURRENT EDIT CHANGE 750 ASTM E 1300-02 FK( 8113/08 Drawn By omen F.K 2128186 A ADD AIR SPACE DIM .. NOTE 1, TECH. REF. NOTE 78 NOTE 8. *ease& t>ma J.J. 3123106 1070 TECHNOLOGY ORNE NOKOMIS, FL 34278 P.0 .2OX 1628 NOKOMIS, FL 34274 P -.GENERAL IBS-' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Vislb13 Batter °atom: a srs seas HR710 refs 1 a 11 g Nr.4127.10 Raw ci PRODUCT REVISED 89 complying with the Florida Ev +lttoeCode Aw:plcnco Ho 0 Etpiraion Mao 1P2° NOM. GLASS BITE 118° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 8/18" NOM. 5/16" LAMINATED GLASS v 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 7/16" LAMINATED GLASS C] EXTERIOR INTERIOR,* (ALL SECTIONS) 1/2° NOM. GLASS BITE 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5/18" LAMINATED 8H 8° OR 318" AIR SPACE 1/8° OR 3/18° ANNEALED (MIN.) GLASS 13/18" NOM. 13/16" LAMI IG GLASS WI 5/16° LAMI 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 3/18° OR 1/4° AIR SPACE 1/8' or 3/18" ANNEALED (MIN.) GLASS 13/18" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI PRODUCT REVISED as c,"npliin wdb rda Florida Baird ?a0 Colo Aaccepp:wao No O i uhu Date Raved Sy: Ogre &Meant F.IC 4118107 C alma or WV FIG 10/17/06 mar. Oats F.K. 5113108 8 R' A NO CHANGE THIS SHEET NO CHANGE 17114 SHEET ADD AIR SPACE DIM. TO IAMI III DETAILS Imo as tub; F.K. 2/28108 atecadlir J.J. 070 TECHNOLOGY DRIVE NOHOW% FL 34276 P.O.3OX 1529 NOKOMIS. PL 34274 GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT , HR710 Full Moat omw"rn 2 s 11 I 4127 -10 TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH 84" GLASS TYPE 26" 36" 38 3/8" 98" 106 318" 108" 111" UP TO 111" UP TO 111" A,B,G,H A,B,G,H A,B,G,H A,B,G,H A,B,G,H C,I D,E,F, J,K,L WINDOW HEIGHT 48" 606/8" 54" 60" 63" +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60,0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +60.0 -60.0 +60.0 -60.0 r +80.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 +56,2 -56.2 +52.3 -62.3 -51.7 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +59.5 -59.5 +53.8 -53.6 +50.9 -50.9 +60.0 -60.0 +75.0 -76.0 TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TYPE TO867I16" TO 867116" A,B,C, G,H,I D,E,F, J,K,L WINDOW HEIGHT ALL HEIGHTS UP TO 63" +60.0 -60.0 +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH 60" 66" 72" 74" UP TO 74" GLASS TYPE A,B,G,H WINDOW HEIGHT 48" 50 518" 64" 60" 63" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 A,B,G,H +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -76.0 +74.2 -74.2 +70.2 -70.2 A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +76.0 -75.0 +75.0 -76.0 +69.6 -69.6 +65.2 _ -65.2 A,B,G,H C,D,E,F, I,J,K, L +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +68.1 -68.1 +63,6 -63.8 +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX& )S)) AND F11. -5330 A 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/18" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/18" A, .090, 3/18" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/18" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16"A, 5/18" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8"HS) I. 13/16" LAMI IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"HS, .090,1 /8"HS) J. 13/16" LAMI IG -1 /8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A-090, 3/16 "A) K. 13/16" LAMI 13-1/8" OR 3/16 "A, 3/18" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L. 13/16" LAMI 13-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3 /18"HS, .090, 3/16"1-1S) max Baku Rarlabots FJG 4/18107 C ADD INTEGRAL FIN OPTION 8 UPDATEASTM E 1$-02 DPs PPIC J.J. ADD NR SPACE DIMENSION GLASS TYPES G THRU L. e. ^�-n•,:• ; with 111e F157tdn Eekr1;4 C•4:10 Accopttmce No 01- on 1:37Z -171- 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 99X 1520 NOKOMIS, FL 34274 Visibly Better DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ear, HR7IO Smile lat.. NTS 3 " 11 na 4127-10 273/8° MAX. DLO --► VENT 64 5118" MAX. DLO FIXED O 110° MAX WIDTH I.F. FRAME 111" MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16° MAX. DLO FIXED 33 8718° MAX DLO VENT i A 673/8' MAX DLO ALL FIXED LITES 58" MAX ilI DLO ALL VENTS 62' MAX I.F. FRAME ALL CONFIG. 83" MAX FLANGE FRAME ALL CONFIG. 73 " MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A- OXORXO 273/8" MAX. DLO VENT 273/8" MAX. DLO —+ FIXED D D 85 7/18° MAX. WIDTH I.F. FRAME - -�I 7/18° MAX WIDTH FLANGE FRAME { DETAIL C - XOX (1/3 -1/3 -113) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. VIEW D-D (FRAME CORNER CONSTRUCTION) Ez '' "r T.EVISHD with the Florida :.'xae No d%' lilt= Dote DI rind Or F.1C F.K. Road on Ilerls ReveWae: F.K. 5113106 A NO CHANGE THIS SHEET 4/15107 mwe 10117/06 RinfalMt rrer� m COM4TRI C ON FIN FR AME MAX, DETAIL F SNT. O. AND CORNER NO CHANCE THis SHEET arson or OatV Wala¢011Y Mite F.K. 22M8 JJ. 3123105 1070 TECHNOLOOV DANE NOKOMIS. FL 34278 P.O. 09( 1820 NOKOMI9, FL 34274 E • r Visibly Better ELEVATIONS r4/° ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Brb"1ra et HR710 4 11 4127 -10 /7/ L. CIaT1 , P.E. PE 339712 Structural EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. VENT DLO EXTERIOR INTERIOR �+— MAX FIXED DLO —+-I MAX WIDTH (FLANGE FRAME), SECTION B-B L� (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. VENT DLO jint {+- MAX FIXED DLO —1 MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL F)IFRAME) EXTERIOR SECTION C-C ® .6!), SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME)Q INTERIOR F.IG 4H0107 lam sy, fi aaer boon 11$ Ota: F.K. 2128108 ametanS 0 ItoArknr 1E11703 6/99/0@ itevesiZig A ADD INTEGRAL PIN FRAME ITEMS 41 , 42 AND 43 ANDVIENIS, NO CHANGE MG SHEET NO CHANGE THIS SHEET anctedibc Ds* J.J. 3/19106 107OrecooL0cre CRtVE NOKOPM, F134278 P.C. BOX 1829 HOPWMIS, FL342T4 vie illy Barmy HEAD (VERTICAL SECTION, I.F. FRAME)Q SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT somouna .sue HRT90 Hail 15 d 11 4127 -10 C PRODUCTAEVISED as complying wiib iM 1,46 Cod Arai ' 'Aare No af • ar ITEM DWG# REV DESCRWTION 1 4102 A F1AN(E RAMEHEAD 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) #8 X 314 PH. PAN HEAD MAIL PGr# 6063-T6 AL 612237 6063 -T5 AL 612244 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6 4136 FLANGE FRAME SILL 7 4137 SILL ADAPTOR 8 4131 ROLLER TRACK 10 71298 WEEP HOLE COVER 12 1626 ADHESIVE OPEENCELL FOAM PAD 13 4002 A FLANC FRAME JAMB 14 4134 GASKET FOR MAIN FRAME SILL JOINT 15 1155 #8 X 1.000 QUAD PN. SMS 16 4110 G SCREEN ADAPTOR 17 4054 B FIXEDMFETINGRAIL 19 4066 WSTP.,.187 X.230, FIN SEAL 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 6063 -T6 AL 64136 6063 -T6AL 64137 6063 -T6 AL 64131 POLYPROP. 71298 7PAD1626 6063 -T6AL 612225 74134W/K 781PQA 6063 -TS AL 64110G 6063HD -T6 AL 64054A 22 1683 WSTP.,.250 X .270 BACK, FIN SEAL 640660 6063 -T5 AL 612240 616830 23 225-1 ROLLERHOUSING &GUIDE 24 226 BRASS ROLLER WHEELS 29 4128 HORIZONTAL ROL1 RSASHTOPGUIDE 32 4006 D SASH MEETING RAIL 33 1235 W STP.,.170 X .270 BACK, FIN SEAL 35 1096 SWEEP LATCH 36 1016 #8 X .625 PR FL SMS 37 4126 SASH SIDE RAIL 38 1683 WSTP.,.250 X 270 BACK, FIN SEAL 39 7070 BULB WEATHERSTRIP .187 X .275 40 � LIFT RAIL COVER CAP 41 4139 IF. FRAMEHEAD 42 4140 I.F. FRAME SILL 43 4141 I.F. FRAME JAMB 50 51 1224 VINYL GLAZING BEAD) BULB (THICK) 52 1225 VINYL CRAZING BEAD BULB (THIN) 53 4039 B GLAZING BEAD - 5/16" 54 4044 B GLAZING BEAD - 5/16" W /GRILL KIT 55 4222 A CR.AZINGBEAD - 7/16" 56 985 C GLAZ1NG BEAD - 7/16" W /(RILLKIT 59 4067 CRAZING BEAD - 13/16" 60 GLASS, 5/16" IAMI (1/8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI Q /8" A, .090 PVB, 1/8" HS) 42112HD BRASS 7RRWHL2 POLYPROP 44128N 6063HS -T6 AL 64006 675160 DIE-CAST 71096 7858 6063 -T5 AL 64126 61683G 67070K 74078"C" LORIt, 6063 -T6 AL 64139 6063 -T6 AL 64140 6063 -T6 AL 64141 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 5/16" LAMI 7/16" LAMI 65 (1/8" HS, .090 PVB,1 /8" HS) (3/16" A, .090 PVB, 3/16" A) 7/16" IAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAM1(3/16" HS, .090PVB, 3/16" HS) 6TF247W,K 6TP248K 6063 -T5 AL 64039B 6063 -T5 AL 644703 6063 -T5 AL 64222 6063-T5 AL 6985 6063 -T5 AL 64067 raw' 66 67 68 69 70 71 DWG, DESCRIPTION MATT PGIW 73 74 75 76 77 90 91 GLASS"13/16" IAMI IG-1 /8 "A, 3 /8"AIRSPACE, 5/16" LAMI (1 /8"A, .O9OPVB,1/8 "A) " 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB,1 /8"HS) 13/16' 1.AMI IG-1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB,1 /8 "HS) " 13/16" LAMI IG-3/16"A, 5/16" AIRSPACE, 5/16" LAMI(1 /8"A, .090 PVB, 1/8"A) 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/8"HS) 13/16" IAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8"14S, .090 PVB, 1/8"HS) " 13/16" LAMI EG-1/8"A, 1/4" AIRSPACE, 7/16" LAMI (3 /16"A,_.O9OPVB, 3/16"A) 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 13/16" LAMI IG•1/8"A,1 /4" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3/16"HS) 13/16" IAMI IG•3 /16"A, 3/16" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVO, 3/16 "A) 13/16" LAMI IG3/16" A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16"HS) 13/16" IAMI IG- 3/16 "A,_3 /16" AIR SPACE, 7/16" LAMI (3 /16"HS, .090PVB, 3 /16 "HS) 1014 SCREEN FRAME (HOR. & VER.) 3105 -H14 AL SCREEN CORNERKEYW/R1N67S POLYPROP. 92 93 94 95 1630 1631 1073 1624 1635 SCREEN CORNER KEY W /OUT RINGS SCREEN SPRING POLYPROP. ST.ST. SCREEN SPLINE -.135 DIA. FOAM EM PVC SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCREEN CLOTH O43 I.F. FRAME JAMB A #4141,6083 -76 2.824 4 I 1.F. FRAME HEAD ® #4139,6083 -T8 21.710 3,152 LJ.7IO C-42 F. FRAME SILL -)A #4140,6063 -T6 1070 TE04N01.06Y DRIVE NOKOMIS, PL 34275 P.Q. BQX 1528 NOKOMIS, PL 34274 PARTS LIST PRODUCT REVISED B mmptpio3with6ml"lcrlda Bu1Idtng Cads Acceptance Na O Owe :?1I =771= - ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sateen."" w+. HR7IO NTS 1 6 d 11 4127 -10 C /° L Clark, P.E. PE @38712 Structural 1. L -2.710 - @ FLANGE FRAME HEAD #4102A,8083 -TB —►I1+ -.062 .490 JU[ 1-k- 1.as1 --I OSASH STOP #4025,8083-75 21 SASH TOP & BOTTOM RAIL #4133, 6083-T5 1.098- -k^+ ---.I 7 �:J 0 GLAZING BEAD, 5116" #40448,8063 -T6 (USED W/ GRILL KIT) 6 FLANGE FRAME SILL #4138, 6063 -T8 O HORIZ. ROLLER TRACK #4131, 8083-T8 2 1.481 I- -- 32 SASH MTG. RAIL #4008D, 6083H8 -T8 1.096 -ice--- "I T 55 GLAZING BEAD 7/16" #42224,808345 O FRAME SILL ADAPTER #4137, 6063-T6 17 FIXED MEETING RAIL #4054B, 6083RD -T6 . 29t—i SASH SIDE RAIL #4126, 8083 -T5 1.115_ ® GLAZING BEAD, 7/18" #985C,6063-T6 (USED W1 GRILL KIT) F.K. FJf. 5113138 A NO CHANGE H1 SHEET OW 1 E 8 7328108 J.J. 9123148 1070 TECHNOLOGY DRIVE NOKOMIS, PL 34278 P.O BOX 1878 NOKOMIS, FL 34274 O SASH STOP COVER #4053,8083 -T8 i-^- 2.784 ---�j 1.363 .082 13 FLANGE FRAME JAMB #4002A,8063 -T6 .878 1.095 53 GLAZING BE , 5/16" #40398, 8083-T5 .883 LE 1 59 GLAZING BEAD, 13116" #4087, 8083 -T5 .097 TEXTRUSIONS T. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Bolter a A sari I: Snmu H710 I _ _H lf Ha 7 11 4127 -10 C PRODUCT REVISED as comply io5 with She Florid" 5u Id og Cam Aecepunce No 0 - Expiration Date .?fE37F gi Robed L. Clark, P.E. PE P39712 Structural ANCHOR QUANTITIES, XOX (114 - 112-1!4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES 1- 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3- #12 STEEL SCREWS (05) mow= ripe, & SUBSTRATE GLASS TYPES A.B,C,G,H,1 GLASS TYPES 0,E,F,J,K,L 43, W000 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZON>:S ZONES WINDOW 312E w v HEAD & 81LL 2 2 HEAD & SILL a� 2 2 HEAD & SILL ' 2 HEAD & SILL a H i ' HEAD & SILL 2 2 HEAD & SILL ' I 2. GLASS TYPES: (118" 2 Fe 6/16" LAMI - A,.090,1/8" A) 4 B. 6118° LAMI • (1!8° X.090, 1/8" HS) C. 7/16" LAMI HS) 63.125x 38.375 48.000 50.625 64000 60.000 63000 1 +02+1+02 +1 2 1+02+1+02+1 2 1 +02+1+02+1 2 1 +12+1 +02 +1 2 1 +02+1 +02 +1 2 1 +02 +1 +02 +1 - (1/8°" 116 2 D. 7/18° LAMI - (3/18° +,.090,.090, , 3118' A) 1+02+1+02+1 3 1 +02 +1 +132 +1 3 1 +02+1 +132 +1 3 1 +02+1+02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 E. 7/16" LAMI - (3/16" A,.090, 3/18° HS) F. 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +132 +1 +02+1 3 1+02+1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 HS) 7116° LAMI 1 1098"8" O0 3/ 8" A, 5/1 3 G, 13/18" LAMI 10 -1/8° OR 3/18° A, 6118" OR 3/8" SPACE, 5/16" LAMI - (118° A,.090, 1/8' A) 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1+03+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1+02 +1 +02+1 3 H. 13/18" LAMI IG -1/8" OR 3/18" A, 5/16° OR we SPACE, 5/16° LAMI - (1/8° A,.090, 1/8° HS) I. 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +132 +1 3 1+02+1+02+1 3 1 +02+1+02 +1 13/18° LAMI 1G -1/8" OR 3/16" A, 5/16" OR 318" SPACE, 5/16" LAMI -(118" HS,.090, 1/8" H8) 3 J, 13/16° LAMI 10 -1/8" OR 3/18" A, 3/16" OR 1/4" SPACE, 7 /16" LAMI - (3/18" A,.090, 3/18° A) 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1+02+1+02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +03 +1 +03+1 3 K. 13/16" LAMI 10.1/8" OR 3/16" A, 3/15" OR 1/4" SPACE, 7/16" LAND - (3/18° A.090, 3/18° HS) 00.000 x 36.376 48.000 60,625 64.000 60.000 63.000 1 +02 +1 +0 2 +1 2 1 +02+1 +02+1 2 1 +132 +1 +02+1 2 1 +02+1 +02+1 2 1 +02+1 +132 +1 2 1 +02 +2 +02+1 2 L 13118° LAMI K4 • 118° OR 3118' A 3118" OR 1/4" SPACE, 7118° LAMI - (3018° HS,.090, 3/18° H8) 1 +02+1 +02+1 3 1+02+1+02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1+02 +1 +02+1 3 1 +02+2 +02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. 1+02+1+02+1 3 1+02+1+02+1 3 1 +02 +1 +02+1 3 1+02+1+02+1 3 1 +02+1 +02+1 3 1 +02+2 +02+1 FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3 1 +02+1+02+1 3 1 +02+1+02 +1 3 1+02+1 +02+1 3 1 +02+1+02+1 3 1 +02+1 +02+1 3 1 +02+2+0241 3 HEAD & SILL 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1+12 +1 +02+1 3 1 +03+2+03+1 3 26 304" MAX' FROM CORNERS' JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 1 +02+1 +02 +11 3 1+02+1 +02+1 3 1+02 +1+02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +03+2 +03+1 3 TABLE KEY; 74.000x 38.376 48.000 00.828 64.000 60.000 63.000 1 +02+2+02+1 2 1 +02+1+02+1 2 1 +02+2+02 +1 2 1 +02+2 +02+1 2 1+02 +2+0241 2 1 +02+2+02+1 X O X 2 1 +02 +2+02+1 3 1 +02+1+02+1 3 1+02 +2 +02+1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 1 +02+2+02+1 11+03+4+(r1+11 3 3 J +-- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 1+02+2+02+1 3 1 +02+1 +02+1 3 1 +132 +2+02+1 3 1+02+2+02+1 3 1 +02 +2 +132 +1 3 1+02+2 +02 +1 3 ' 1+02+2 +02+1 3 1 +02+1 +02+1 3 1 +02+2+02+1 3 1+02 +2+02+1 3 1 +02+2 +132+1 3 1 +03+2+03+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL (3" M1N. 0.G. ANCHOR SPACING) 1 +02+2+02+1 3 1 +02+1 +02+1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 1 +03+2 +03+1 3 1 +02 +2 +02+1 3 1+02+1+02 +1 3 1 +03+2+03+1 3 1 +03+2+03+1 3 1 +02 +2+02 +1 3 1 +03+2 +03+1 3 844.000 x 38.375 48.000 60.825 84.000 60.E 63.000 1 +02+2+02 +1 2 1+02+2 +02+1 2 1 +02+2+02 +1 2 1 +12+2+02+1 2 1 +02+2 +02+1 2 1 +02+3+02+1 2 1+02+2+02+1 3 1 +132+2 +02+1 3 1 +02+2+02 +1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 1 +03+3+03+1 3 1 +02+2+02+1 3 1 +02+2 +02+1 3 1 +02+2+02 +1 3 1 +02+2 +02+1 3 1 +02+2 +02+1 3 1 +03+3 +03+1 3 1+02+2+02+1 3 1 +02+2+02 +1 3 1 +02+2 +02 +1 3 1 +(2+2+(2+1 3 1 +02+2+02+1 3 1 +04 +3 +04+1 3 2.5_,..43/41.......° max. 3" MIN. a a s t a a —x-- 1 +02 +2+02+1 3 1 +02+2+02+1 3 1 +03+2+03+1 3 1 +03+2+03+1 3 1 +02+2+02 +1 3 1 +04+3 +04 +1 3 Pita nicry V1SED escc,ati: ors; %Alb au Florida E` lr' a co rt arn.�lfl;iro rla - .- -.= . •D4 ExPlrtion Omo �J7f'_.' 1 8Y9 ..! ; ...., IF a ~ x a i O a X " 1 +02+2+02+1 3 1 +02+2+02+1 03+1 3 1+03+2+02,0 1 +03+2 +03+1 3 1+02 +2 +02 +1 3 1 +04 +3 +04+1 3 9" REF. 100.378 x 38.376 48.000 00,826 64.000 8.000 63.E 1 +02+2 +02+1 2 1+12 +2+02+1 2 1 +02+3 +02+1 2 1 +02+3 +02 +1 2 1+02+3+02+1 2 1 +02+4 +02+1 2 I-- TYP. 1 +02+3+0241 3 1 +02+2+02 +1 3 1 +03+3+03+1 3 1 +03 +3+03+1 3 1 +02+3+02 +1 3 1+03+4+03+1 3 MTG. RAIL, W/ QTY. OF (3) ANCHORS 1 +02+3+02+1 3 1 +02+2+02+1 3 1 +03+3 +03+1 3 1 +03+3+03+1 3 1+03+3 +03+1 3 1 +0 3 +4+03+1 3 EXAMPLE CLUSTER 1 +03+3+03+1 3 1 +02+2+02+1 3 1 +03+3+03+1 3 9 +03+3+03+1 3 1 +03+3+02+1 3 1+04 +4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) MAX. 1 +03+3+03+1 3 1 +02+2+02+1 3 1+04+3+04 +1 3 1 +04+3 +04+1 4 1 +03+3+03+1 3 1 +04 +4+04+1 3 1 +03+3 +03+1 3 1 +132 +2 +02+1 3 1 +04+3+04 +1 3 1 +04+3+04+1 4 1 +01 +3+04+1 3 1 +05+4+08 +1 3 25 314° 111.000 x 38.375 48.000 50,826 64000 82000 63000 1+02+3+02+1 2 1+02+2 +02+1 2 1 +02+3+02 +1 2 1 +02+3+02+1 3 1+02 +3+02+1 2 1402 +4+0241 2 —+- "'-1 112° TYP' 1-4-3* MIN. 1+02 +3+02+1 3 1 +02+2 +02+1 3 1+03+3+03+1 3 1 +03+3+03+1 3 1+02+3+02+1 3 1+03+4+03+1 3 9" R� n / ir /6 0 Rolm t L. 3971 P.E. PE#39712 structural 1 +02+3 +02+1 3 1+02 +2 +02+1 3 1 +03+3 +03+1 3 1+03+3+03+1 31+03+3+03+1 3 1 +03+4 +03+1 3 � 1 +03+3+03+1 3 1+02+2+02+1 3 1 +03+3+03 +1 3 1 +03+3+03+1 3 1+03+3 +03+1 3 1+04+4 +04 +1 3 r 1 +03+3+03+1 3 1 +132 +2+02+1 3 1 +04 +3+04+1 3 1 +04+3+04+1 4 1 +03+3+03+1 3 1 +04 +4 +04+1 3 MTG. RAIL,TYP. 1+03+3+03+1 3 1 +02+2 +02 +1 3 1 +04+3+04 +1 3 1+04+3+04+1 1 +04 +3+04 +1 3 1 +05+4+05+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Shand By. 4/18/07 UPDATE TAELE4, SELECT VALUES DUE TO ANCHOR CAP. AOJ ANCHORAGE SPACING XOX (1/4112 -1/4) iPor " ALUM. HORIZONTAL ROLLER WINDOW, IMPACT "Itrandam FX. 18/f7lDB B REVISEANGHORACEFORMAT, HEAD 8 Sill CLUSTERS 10701ECMNOLOGY DRIVE w7KOMKi, FL 31278 P.O. BOX 1628 NOKOLa8,FL34214 p FJC 6..8p F.K 6/13/08 PM 1116/68 r: A o„cm0j J.J. ADD SPACE DIMENSIONS GLASS TYPES O THRU L Et 3/19/08 I Visibly Hearor otlol, HR7f0 m„, `NTS sie8 8 d 19 `o�vw 1 4127-10 xa, ANCHOR QUANTITIES, XOX (113 -1P3 -113) WINDOWS TABLE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,LJ,K, L ANCHOR TYPE, & SUBSTRATE Z3, WOOD 2, CONC 1, CONC 2,3, WOOD Z 0ONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW 5! v 48.000x 38.375 48.000 80.825 54.000 00.000 83.000 83.125 x 38.378 48.000 50.825 84.000 00.000 63.000 HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL HEAD 8 SILL HEAD & SILL 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02+1 2 1+02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1+02 +1 +C2 +1 3 1+02 +1 +02 +1 3 1+02+1+02+1 3 1 +02 +1 +02 +1 3 1 +02 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1+02+1 3 1+02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1+0241+02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 1 +02 +1 +02+1 3 1+02+1+02 +1 3 1+02±1+02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 1 +02+1 +C2 +1 3 1 +02+1+02 +1 3 1+0241+02+1 3 1+02 +1+02 +1 3 1+02+1 +02 +1 3 1 +03+1 +03+1 3 2 1 +02+1 +G2 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02+1 2 1 +C2 +1 +02 +1 2 1 +C2 +1+02 +1 2 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02+1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02+1 3 1+02 +1+02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +G2 +1+432+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1+02 +1+02 +1 3 1+02 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +02 +1+02 +1 3 1+02 +1 +C2 +1 3 1+02 +1 +02 +1 3 1+q +1 +03+1 3 1+C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1+02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 430.000x 38.375 48.000 80.825 84.000 80.000 &3.000 1+02 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +92+1 2 1+02+1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 2 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1+02 +1+02 +1 3 1 +02+1 +02+1 3 1 +02+1 +C2 +1 3 1 +02+1+02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +0x+1 3 1+02 +1+02+1 3 1 +02+1 +02 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1+02 +1 3 1 +02+1 +02+1 3 1 +0x +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 1+03 +1+03 +1 3 1 +C2 +1 +02 +1 3 1+02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 1+02 +1 +C2 +1 3 1 +03+1 +03+1 3 1+02 +1 +02+1 3 1+02 +1 +02+1 3 1 +02+1 +C2 +1 1 +03+1+03 +1 3 1+02 +1 +02 +1 3 1 +03+1+03+1 3 88.000x 38.378 43.000 50.825 64.E 80.(X0 83.000 74.000x 38.376 48.E 60.826 64.000 00.000 83.000 1+02+1 +02+1 2 1 +02+1+02 +1 2 1 +02+1 +C2 +1 2 1+02+1 +02+1 2 1 +02+1 +02 +1 2 1+02 +1+02 +1 2 1 +02+1 +02+1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+02 +1 3 1+02 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1+02+1 3 1 +C2 +1 +02+1 3 1 +03+1 +03+1 3 1 +02+1+02 +1 1 +0 2 +1 +02 +1 1+02 +1 +02+1 3 3 3 1 +02+1 +02+1 1 +02+1 +02 +1 1 +C2 +1 +C2 +1 3 3 3 1 +C2 +1 +02+1 1 +02 +1 +C2 +1 1+03+1 +03+1 3 3 3 1+02 +1 +C2 +1 3 1+03+1 +03+1 3 1 +03+1 +C3 +1 3 1+02+1 +02+1 1+02+1 +02+1 1 +02 +1+02+1 3 3 3 1+03+1 +03+1 1+03 +1 +03+1 1 +03+1 +03+1 3 3 3 1 +02+1+02 +1 2 1 +02+1+02+1 2 1 +C2 +1 +C2 +1 2 1 +02+1 +02 +1 2 1+02 +1 +02+1 2 1 +02+1 +C2 +1 2 1 +02+1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2+1+02 +1 3 1 +02+1 +02 +1 1 +02 +1+02+1 3 1 +C3 +1 +03+1 3 1 +02+1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 1+02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +02+1 +C2 +1 3 1+C2 +1 +02 +1 3 1 +02 +1 +02+1 1 +03 +1 +03+1 3 1+02 +1 +02+1 3 1+02 +1+C2+1 3 1 +03 +1 +03+1 1 +03+1 +03+1 3 1 +02 +1 +0+1 3 1 +03+1 +03+1 3 1 +C2 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +q+1 3 1 +02 +1 +02+1 1 +03+1 +03+1 3 844.000 x 38.375 48.000 80.828 84.000 00.000 63.(00 88.437 x 38.376 48.000 50.826 64.= 80.000 63.000 1 +C2 +1 +C2 +1 2 1+02+1 +02+1 2 1 +02+1 +02+1 2 1+C2 +1 +02+1 3 1+02 +1+02+1 2 1+02 +1 +02 +1 2 1 +C2 +1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +C2 +1+02 +1 3 1 +02+1+02 +1 3 1 +03+1 +C3 +1 3 1+02 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +02+1+02 +1 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +C3 +1 +03+1 3 1 +02 +1 +02+1 3 1 +C2 +1 +022+1 3 1+03+1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +02+1 3 1 +03+1+03+1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +C3 +1 +03+1 4 1 +03+1 +03+1 3 1 +03 +1 +03+1 3 1+03 +1 +03+1 3 1 +02 +1+02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1 +02 +1 +02 +1 2 1 +C2 +1+02 +1 1 +C2 +1 +02 +1 2 1 +02 +1+02 +1 3 1 +C2 +1 +02 +1 2 1 +04+1 +04+1 1 +C2 +1 +02+1 4 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +03+1 3 1 +02 +1 +C2 +1 3 1+02+1 +C2 +1 3 1 +62+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C3 +1 +03+1 3 1 +02 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +C3+1 +03+1 3 1+03+1 +03 +1 3 1 +02 +1 +02+1 3 1 +03+1 +C3 +1 3 1+02 +1 +02 +1 3 1 +02+1 +02 +1 3 1+C3+1+C3+1 3 1+0341+03+1 4 1 +03 +1 +03+1 3 1 +04+1 +04+1 4 1 +93+1 +03+1 3 1 +02 +1 +02 +1 3 1 +C3 +1+03+1_ 3 1+03+1 +C3 +1 4 1 +03+1 +03+1 3 1 +04 +1 +04+1 4 NOTES: 1. ANCHOR TYPES: 2. GLASS TYPES: 3. WINDOW ANCHOR OUANTMES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 lir MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4° MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 lir MAX 0.0. TABLE KEY: al+C3+1+C3+1 3 1-0---ANCHOR QUANTITY PER JAMS HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (7 MIN. 0.0. ANCHOR SPACING) EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) REF. MTO. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS MIN. moot.= REVISED ea cumplying with the Florida Buildiza Cocks Acco-F4 once No Date rimer FJG atis 4115107 ib,4ba C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. 10/17/06 B REVISE ANCHORAGE FORMAT, HEADS SILL CLUSTERS gone er RK. dam er F.K. t 5113/00 Mee 2/28108 A Catedway J.J, ADD SPACE O/MENSIONS GLASS TYPES 0 THRU L 329/tXi WO TECHNOLOGY DRIVE NOKOMIS. FL 34276 P.0 BQX 1828 NOK014I8, FL 34274 TANCHORAGE SPACING, XOX (1/3-113-1/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SelasStatee pre Visibly Better PE 038712 Structural ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,8,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE) _ & SUBSTRATE WINDOW SIZE W V H 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES Oj ra ad Xo 06 2 of 05 g, 1 37.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +1 2 1 +C2 +1 2 1+32 +1 2 1 +C2+1 2 1+02 +1 2 1 +02 +1 2 1 +32 +1 1 +32 +1 3 1 +C2 +1 3 1 +32 +1 3 1 +32 +1 1+32 +1 3 1 +32 +1 3 1+32 +1 3 1 +02 +1 3 1 +32+1 3 1 +C2 +1 3 1+32 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +33 +1 3 1 +32 +1 3 1 +C2 +1 3 1 +03+1 3 1 +02+1 3 1 +X2+1 3 48.000 x 38.375 48.000 50.625 54.000 80.000 63.000 53.125 x 38.375 48.000 50.625 54.000 80.000 83.000 1 +C2 +1 2 1 +32 +1 2 1 +33+1 1+32 +1 3 1 +C2 +1 3 1 +02+1 3 1 +33+1 3 2 1 +32 +1 2 1 +32 +1 1 +32 +1 2 1+32 +1 3 1 +02 +1 1 +C2 +1 3 1 +32 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +32 +1 3 1 +33+1 3 1 +32 +1 3 1 +C2 +1 3 1+33 +1 3 1 +C2 +1 3 1 +X2+1 1 +33+1 3 1 +02 +1 3 1 +C2 +1 3 1 +33+1 3 1 +33+1 3 1+02 +1 1 +33+1 3 1 +X3+1 3 1 +C2 +1 3 1 +33+1 3 1 +33+1 1 +C2 +1 3 2 1 +32 +1 1 +02 +1 1 +03 +1 3 1 +02 +1 2 1 +X3+1 1 +32+1 3 2 1 +32 +1 1 +32+1 3 2 1 +33 +1 1 +02 +1 3 2 1+32 +1 3 1 +32 +1 3 1 +33 +1 3 1 +32 +1 3 1 +32 +1 3 1 +33+1 3 1 +C2 +1 3 1 +02 +1 1 +33+1 3 1 +C2 +1 3 1 +32+1 3 1 +03+1 3 1 +33 +1 3 1 +02 +1 3 1 +33+1 3 1 +X3+1 3 1 +C2 +1 3 1 +X3+1 3 1 +X3+1 4 1 +02 +1 1 +X3+1 3 1 +33 +1 4 1 +32 +1 3 1 +C3 +1 3 1 +33 +1 4 80.000 x 38.375 48.000 50.825 64.000 80.000 63.00D 1 +32 +1 3 1 +33 +1 1 +32 +1 3 1 +34 +1 3 1 +X3+1 4 1 +C3 +1 3 1 +34 +1 3 2 +32 +2 2 1 +C2 +1 3 1 +32 +1 2 2 +02 +2 2 1 +02 +1 3 1 +02 +1 3 2 +33+2 3 1 +32 +1 3 1 +32 +1 3 2 +03 +2 3 1 +03 +1 3 1 +32 +1 3 2 +33+2 3 1 +C3 +1 3 1 +32 +1 3 2 +03 +2 3 1 +33+1 4 1 +32 +1 2 +33 +2 3 1 +33 +1 4 1 +32 +1 3 2 +33 +2 3 1 +03 +1 4 1 +33+1 2 +C4 +2 4 1 +X3+1 4 1 +33 +1 3 2 +C4 +2 4 1 +33+1 4 1 +33 +1 3 2 +C4 +2 4 1 +03 +1 4 1 +33 +1 3 68.000 x 38.376 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 1+32 +1 2 2 +32 +2 3 2 +C2 +2 3 1 +02 +1 2 +34 +2 2 +32 +2 4 3 2 +02 +2 2 +C3+2 4 4 1 +C2 +1 1 +32 +1 3 2 +03 +2 3 2 +33+2 3 2 +C2 +2 2 +33 +2 4 4 1 +32 +1 1 +02 +1 3 2 +C3 +2 3 3 2 +33+2 3 2 +C3 +2 4 1 +32 +1 3 2+X3 +2 4 2 +C3 +2 4 1 +02 +1 3 2+33 +2 4 2 +X3+2 4 1 +C3+1 3 2 +X4+2 4 2 +33+2 4 1 +33+1 3 2+04+2 4 1 +33+1 4 1 +C3+1 3 2 +C4 +2 4 2 +C3 +2 4 1 +33+1 3 74.000 x 38.375 48.000 50.825 64.000 60.000 83.000 2 +02 +2 3 2 +C2 +2 2+32 +2 3 2 +C2 +2 3 2 +32 +2 2 2+04 +2 2 +X2+2 4 3 2+03 +2 4 2 +02 +2 3 2 +C3 +2 4 2+X3 +2 4 2 +32 +2 3 2 +C3 +2 4 2+33+2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 3 2 +03 +2 2+C4 +2 4 2 +03 +2 4 4 2 +X3+2 4 2 +32 +2 2 +33 +2 2 +03+2 4 3 2 +34 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2+33+2 5 2 +33+2 3 2+34 +2 4 2 +33 +2 4 1 +C3 +1 2 +34 +2 4 2 +04 +2 5 2 +33 +2 4 2 +C4 +2 5 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - 412 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/16" LAMI - (118" A,.090, 1/8° A) B. 5/16° LAMI - (118' A,.090, 1/8" HS) C. 5/18° LAMI • (1/8' HS,.090, 1/8" HS) D. 7/18° LAMI - (3/18" A,.080, 3/16° A) E. 7/16" LAMI - (3/18" A,.090, 3/16" HS) F. 7/18° LAMI - (3/16° HS,.090, 3/16° HS) G. 13/16" LAMI 10.1/8° OR 3/18° A, 5/16" OR 3/8° SPACE, 5/16" LAMI H. 13/16' LAMI IG -1 /8° OR 3/16" A, 6/16" OR 3/8° SPACE, 5/16° LAMI I. 13/16° LAMI 10.1/8' OR 3/16" A, 6/16' OR 3/8" SPACE, 5116" LAMI - J. 13/16' LAMI 10 -1/8" OR 3/16" A, 3/16' OR 1/4' SPACE, 7/16" LAMI - IC 13/16' LAMI 13 -1/8° OR 3/18" A, 3H8" OR 1/4" SPACE, 7116° LAMI . L 13/16° LAMI 10 -1/8° OR 3/16' A, 3116° OR 1/4' SPACE, 7/16° LAMI -(1/8°A,.080,1/8°A) - (118° A,.090, 1/8" HS) (1/8" HS,.090, 1/8' HS) (3/18' A,.090, 3/18' A) (3/16° A..090, 3/16" HS) - (3/16° HS,.090, 3/16' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 22 1/2° MAX O.C. TABLE KEY: O [2+X3+2 13 -.- ANCHOR QUANTITY PER JAMB L HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 8 314" MAX -�{ �3° MIN. 8' REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) J_ 9° RE- F. 1 8 3/4° MAX -1 1/T TYP 1+ 3° MIN. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRoDIICTRGVI.9ED as comp.:4 ,2 w2c the Florida BoOding Co' -'s Accuptanc7 No . 0 % S.0 PxpimdonDntc L!L I i /.. awe sr FK: Dery 4118/07 I C CHGTABLE #TO 8 SELECT VALUES DUE TO ANCHOR CAP. ADJ B A: J.J. REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L 3123109 1 1070 TECHNOLOGY DRIVE NOKOMIS, FL 84278 P.C. BOX 1028 NOKOMLS, F1.34274 Pc-�T Vlsibb Better Oalatae ANCHORAGE SPACING, OX AND XO WINDOWS 7Ar ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HAND eak . NTS 10 of 11 row. 4127 -10 c #(//1 Robert L Clark. P.E. PE 439712 Shuttural MIN. 3.4 KS® CONCRETE 1x WOOD BUCK, NOTE 3 1 314" MIN. TY E.D. P, NOTES: 2x WOOD SUCK, 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED V4° ELCO NOTE 3 1 3/8" ® TAPCONS EMBEDED 1 3/8" MIN, OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 13/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. • NOTE 1® CONCRETE ANCHOR, NOTE 1 DETAIL A 1/4" MAX SHIM WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4" MAX. --r SHIM WOOD ANCHOR, NOTE 2 1 3/8" MIN. 114" MAX. SHIM - CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM 2, FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY. USE #12 STEEL SCREWS (G5) OR 1/4" S84 CRETE -FLEX WITH 0 #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x W000 BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET. THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 6. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 114° MIN DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT DmON. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) 1 3/4" CJ EXTERIOR INTERIOR ° MIN. E.D (HEAD & SILL DETAILS A, B, C, D, & H) TYP. 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 INTERIOR DETAIL F (JAMB DETAILS E, F & I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR © DETAIL E 1/4° MAX SHIM WOOD ANCHOR, NOTE 2 1/4" MAX. SHIMI DETAIL H (HEAD NAIUNG .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS 0,11 & 1. SEE • � NAIUNG " ,, . •;TE 1 A : '+ 13f8" MIN. © .. .n. 13/4° MIN. MIN, 3.4 KS 0 E.D. TYP. CONCRETE 2x WOOD ® DETAIL C BUCK, NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS DETAIL D DETAIL G (SILL), DETAIL I (JAMB)6 0 TYPICAL INTEGRAL FIN FRAME SECTIONS Aw • ,uoo - -. 09 ap. F.K 4/16/07 -tom Whams. kl -T y'!; 71 ^I�R �- 7 "Y C ADOl. . FRAME ". NOTE 8 ` = - rEon7aN" RF.IC 10/17/08 Rnislaree B REVISE EDGE DIST, , EMBEDMENT& SHT, REFERENCES rw.der• FJ( Dam OF F.K Doke 6/13/08 thsw 2/28/08 rbrNmnc A ADD NOTE S. Modred $1: J.J. 3r23/oa 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOx 1529 NOKONGB, FL 34274 ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Herter sw°°amree HR7/0 Half 1 11 d' 11 I 4127-10 RobM1 L CMrk, P.E. PE #39712 SWdwal BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.miamidade.Rov/buildinacode 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 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 "PW 701" Aluminum :Fixed Whdow — L.M.L APPROVAL DOCUMENT: Drawing No. 4259 -4, tided "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Mlssie Impact Resistant 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall he came for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the' job site at the request of the Building Official. This NOA revises NOA # 08- 1112.10 anctcpnsists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewe* y Carlos M. Utrera, PE. I&PFROVLDI 00/sepo NOA No 10- 05005 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 Page 1 A&I associates, Inc. XApproved ❑ Rejected ❑ Submit Specified Item ❑ Approved as Corrected ❑ Revise and Resubmit This review is only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with the requirements of the plans and specifications. Approval of a specific item shall not include approval of an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, seq.o::nce and procedures of onstruction; coordination, of the Work .of a rade-• and p - `arming all work in a safe d sat • actory PGT Indgstrles NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PCT Industries, signed and sealed by Anthony L. Miller, P.E. B. TESTS "Submitted under NOA # 08-1112.10" 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and Test Report No. FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC -2007, dated 08/18/10, prepared, signed and sealed by Anthony L. Miller, P.E. "Submitted under NOA # 08-1112.10" 2. Anchor verification, comparative and structural analysis, dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 3. Glazing complies w/ ASTME- 1300 - 02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS "Submitted wider NOA # 081112.10" 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex MG Clear or colored Interlayer", expiring on OS/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.L DuPont DeNemours for "DuPont Butacite ® PVB ", expiring on 12/11/2010. F. STATEMENTS "Submitted under NOA # 08-1112.10" 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. E -1 019/4° Carlos M. Utrera, P.E. Product Control Examiner NOA No 10- 0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 NOTES: _$ERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCTS MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS B DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 8 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 8 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON I,t31LD PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM El 300 -02, 3- SECOND GUST. 3. ANCHORAGE THE 33 -1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT UNITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. LOAD DURATION, CD, OF 1.8 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER REOU?REMEN7: NONE REDUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850, NOA: 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE - FLEX), ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 2° MAX 1 98 /4" FIN TO FIN 5° MAX. 0.C. 45 -1/4" VISIBLE UGHT 5" MAX. r— O.C. 93- /4° VISIBLE LIGHT 98' 2° MAX 48" 50 1/4° FIN TO FIN TYP, FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) MA DRAWING ABII.E OF CONTENTS GENERAL NOTES 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN 3 CORNER ASS'Y, INTEGRAL .FIN3 INSTALLATION, FLANGED 4 CORNER ASS'Y, FLANGED 4 INSTALLATION, MISC 5 ANCHORAGE 6,7 EXTRUSION PROFILES. 8 PARTS UST B (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. 1 WIDTH ----11 h-- WIDTH -- 1 vF. _ WIDTH .4 FF WIDTH --+1 T ._.. T h- WIDTH -.4 }�- WIDTH +I f+- WIDTH -y Tr- T T -� Renal Rave F.K. Rand tala 3/3t/90 4/4/07 OM. AK Man C Ra= mmomm IMfORONrFORWIJGER WINDOWS N TO INCLUDE CHG. NOTE 7Nj0 REF ASTM E 1300 02 AND REVISE the, KrDeW 070 TECHNOLOGY DRIVE N. VENICE, 11. 34275 P.O. BOX 1526 NOKOMIS, FL 34274 ELEVATIONS AND NOTES ALUMINUM PICTURE WINDOW, IMPACT (( 18 I 4 r6 Fin end Fi Windows Maximum Design Pressure oh me Lm613/16A-,o90P0B- 3/015 7/18 FmM* 3 /16HS•7n0AIR•6n6A..010PVB -3n6NS A" or 93" Dimension (in) 24 30 38 42 48 84 -80 87.878 a. it b i3 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 ' 80.0 80.0 80.0 80.0 80.0 80 80.0 80.0 80.0 80.0 .800 71,1 71.1 84.0 87.378 80.0 80.0 80.0 80.0 80.0 71.1 84.0 82.1 72 80.0 80.0 80.0 80.0 79.3 71.1 84.0 78.8 80.0 80.0 80.0 80.0 78.0 70.0 84.0 84 80.0 80.0 80.0 74.3 88.3 83.8 813 80.0 80.0 80.0 73.8 87.4 82.8 98 80.0 80.0 77.2 04.7 58.2 109.7 80.0 80.0 72.3 88.3 120 80.0 80.0 70.4 128 80.0 80.0 70.0 148 80.0 80.0 Fin and �� Windows Maximum Design Pressure (+1 psf) 7/2e Lamb 3 /161S•.MBOPV0.3n6H5 7/16 um) Ki13/W15. muff( .3/161.5 •A0OPVB•0n616 A" or 'B" Dimension (tn) 24 30 38 42 48 84 80 87.878 e. it b is 80.0 80.0 80.0 80.0 80.0 80.0 ' 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 07.875 80.0 80.0 80.0 80.0 80.0 71.1 84.0 82.1 72 80.0 80.0 80.0 80.0 80.0 71.1 84.0 78.8 810 80.0 80.0 80.0 80.0 71.1 840 84 80.0 80.0 8110 80.0 80.0 71.1 88,3 80.0 80.0 80.0 80.0 80.0 71.1 98 80.0 80,0 80.0 80.0 80.0 109.7 800 80.0 80.0 80.0 120 80.0 80.0 80.0 128 t, 80.0 80.0 80.0 148 , 80.0 80.0 7/10' We 81!445 NOMINAL 3/18' ANNEALED OR HEAT STRENOTHENED MASS 080' DUPONT NUTACRE OR sPV13 AFLE7c KEEPSAFE MAXIMUM INIERIAYER 3/16' HEAT STRENGTHENED MAW 11/16' NOM. MASS BITE 80R 7/16" LAMI GLAZING DETAIL, FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 7/10' MAUI MASS NOMINAL 7/15' AIR SPACE 3/16' ANNFALEO 00 HEAT STRENGTHENED CLASS 3/10' HEAT STRENGTHENED GLASS 1 1/18' LAMA mas8 NOMINAL 082" DUPONT BUTACRE OR S A SAPID REEPSVE MAXIMUM NO ORERLAYER 316'HAtT GINNED 01085 1:3041; NOM. anE 14 m 1 -1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME NOTES; (INTEGRAL FIN FRAME SHOWN) "A" & 'B' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. .Ap DIM. L 1, ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32F1'. 2. FOR SIZES NOT SHOWN, ROUND Up TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION, 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL. WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND 'B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). "A" DIM. i "8" DIM. PaODUCI'NEYD complylegitie d®Fintids Dealog Colin Acceptance Ns if' 1ivlr_, 4T .. J.R. i /31/10 C kON i0R LGER ng.T /DN 1'O INCLUDE F w 4/4/07 Rattan: NO CHANCE 711!5 5HEE1 Nwa1 �t Data RmWm et: FA 1vn3 � 1 070 TECHNOLOGY DRIVE N. VENICE, Pi. 34278 P.O. BPI 1520 NOKOMIS, FI. 34274 GLAZING DETAILS A L U M I N U M P I C T U R E W I N D O W , I 12 . a I'° 412594 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING 2X WOOD BUCK OR FRAMING .131° (1/8 ") X 2 -1/2° NAIL, WITHIN 2" OF CORNERS AND 8° O.C. .131° (1/8 ") X 2 -1/2" NAIL, .378" MIN. WITHIN 2" OF EDGE DISTANCE CORNERS AND 5" O.C. 1/4° MAX. SHIM Ir - 2% WOOD BUCK OR FRAMING SEE ANCHOR GUIDE'UNES, ®o SHE 6 V fJ _. MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C -C MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING NTERMR SEE ANCHOR GUIDELINES, SHEET 6 1/4" MAX. SHIM - ►� '..- SEE 6 2X WOOD BUCK OR FRAMING VERTICAL SECTIO D -D 99° CORNER ASSEMBLY ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 5. FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS. :231/10 RtiZo EFOR IARGargag r AI TO WCLUOE Wilmaltydates fttatm FK 7/14103 070 1ECHNOL00Y DRIVE N. VENICE, FL 34275 PG, 011X 1529 NOKOMIS, 71. 34274 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELNES, SHEET 7 MK CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU 1X WOOD BUCK 1/4" MAX. SHIM MAX. WINDOW HEIGHT MAX. VISIBLE UGHT OPENING 17 OR 21 114T 81413 SEE ANCHOR GUIDELINES, SHEET 6 SEE ANCHOR GUIDELNES, SHEET 6 I © 1/4° 'MAX. 1Sf:�I! (�4i��lalii 2X WOOD BUCK OR FRAMING VERTICAL SECTION B —B SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU 1X WOOD BUCK 1/4° MAX. SHIM 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHETB SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 18 OR® 00R 0 0 .I MAX. WINDOW HEIGHT .90° CORNER ASSEMBLY HORIZONTAL SECTION 6-A MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSE TOTAL THICKNESS 15 LESS THAN 1 -1/2 °. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. W000 SUCKS DEPICTED AS 2X ARE 1 -1 2° THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHOR HAVING JURISDICTION. 2% WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 Rood 8 RevCebnm J.R. 3 31 10 •C 1t,•: oEFORWae EWIN rION TO INCLUDE FJC bat 7/l4,03 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 INSTALLATION, FLANGED FRAME 741 U M I N UM PICTURE WINDOW. IMPACT P�W90f NTS 4 a 8 I 4289.4 I C FHODUCPREMED assoartyiqmillittenurkla Ballstioseade MarptatroNo air /0 B+�teo ,. . Li[�`i�iC',q 0�NSE '• '.iii%. * r 0.5105 a 'ID gTiA aP (9 A Lynn dmIer, P.E. P.E.$ 58705 MISC INSJALLATIQN DETAILS FIN FRAME WITH FIN REMOVED 1 3/8° MIN. EMBEDMENT ■'ii rli!� SEE ANCHOR GUIDELINES, SHEET 6 INTERIOR 2X WOOD BUCK OR EQUAL. LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE i2 STEEL SE - DRIWNG -^- SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS 412 STEEL SCREW (SHEET 6) 1/8° NOM. MIN. Al2 STEEL SELF" - DRIWNG SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) 1/4" . SHIMAKM FRAMING SEE ANCHOR GUIDELINES, SHEET 7 MEWS 1X WOOD BUCK 1/4° MAX. SHIM SEE ANCHOR GUIDELINES..: SHEET 7 } JAIN. CONCRETE KSI PER ANCHOR TYPE. SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP DEEM DADE APPROVED MULUON (SEE SEPERATE NOA) ALUMINUM: 8083 -T8 MIN. .125° MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE FIN FRAME WITH FIN REMOVED SEE ANCHOR !. GUIDELINES, ; SHEET 7 4 L i 1 h- 1/4° MAX. SHIM 1-3/E8° MIN. { EMBEDMENT EXCLUDING POINT 1/8° NOM. MIN. EXIEMB, METAL FRAMING A38 STEEL: Fy =36 K51 MIN. .125° MIN. WALL THICKNESS #12 STEEL SELF - DRIWNG SMS (G5) USE SAME ANCHOR DUANT:rTY, SPACING & EDGE DISTANCE AS #12 STEEL SCREW (SHEET 8) .a&N_QE_ERAME (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE 3 110 SEE ANCHOR GUIDELINES, SHEET 7 MEEMB. MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 1(51 MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY 1/4" MAX. SHIM 2X WOOD BACKER DM= FULL- LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) 1/4" MAX. SHIM 12 STEEL SELF- DR1LUNG SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS 412 STEEL SCREW (SHEET 6) FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD /WOOD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS I5 LESS THAN 1 -1/2 °. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL. BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPUCABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MUWON NOA APPLIES TO WHOLE SYSTEM. Rolm.. ,¶43 ot/ &WLARGERErakTION TO INCLUDE SEE ANCHOR GUIDELINES, SHEET 7 1L4TF.,RLQ@ 1/4° MAX. SHIM SEE ANCHOR GUIDELINES. SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL 1/4° MAX. SHIM EXTERLQR STEEL STUD Fy=33 K51 MIN, 18 GA MIN. FLANGE FRAME (OTHER FRA ES SIM.) STEEL STUD SUBSTRATE 1070 TECHNOLOGY DRIVE N. VENICE, 'FI- 34275 P.O. BQX 1529 NOKOMIS, FL 34274 INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT X/ PALM NTS 6 ° 8 AM-1 'KZ Head, Sill and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1.4) A9131107 DaDRID19n Anchor "' Type "A° or "8" Dimenolon 51) 24 _ 30 38 42 48 ' 84 _ 60 67.876 Anchor Location" 1 2 3. 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 I 0 114" Steal tabs= Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3'4 3 4 3 4 3 Head/StIJ 2 2 2 2 3 3 3 3 4 3 4 3 8 4 6_ 4 8. 8 6 6 9 8 6 6 8 8 6 8 7 8 7 8 r Jamb 4 4 8 4 8 45 4 5 6 8 58 5 ` 8 5 5 8 88 5 5 0 55 5 6 8 5 5 6 8 Head/8i8 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 r8 8 6 8 '8 7 6 6 8 7 6 7 7 8 7 Jamb 5 6 6 6 8 8 6 8 6 66 B 6 6 7 6 8 8 7 8 7 6 7 8 7 8 7 6 7 8 7 6 Heed/301 2 2 2 2 3 3 3 3 4 3 4 3 8 4 5 4 5 8 8 5 8 8 7 8 7 0 7 8 8 7 8 7 87'876 Jamb 8 8 7 6 7 6 7 8 7 6 7 0 7 7 8 7 7 7 8 7 7 7 8 7 8 7 ` 8 7 8 7 8 7 Head/851 2 2 �2 2 3 3 3 3 4 3 4 3 8 4 6 4 6 6 6 5 6 8 7 6 - 7 6 7 6 8 7 8 7 72 J a m b y 6 8 8 87 8 8 8 ' 7 7 8 7 7 7 8 7 7 79 7 8 7 9 7 8 7 9 7 Head/Slll 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 8 8 8 5 6 8 7 8 7 8 7 0 78.8 J a m b 7 7 8 7 8 7 87 8 78 7 88 8 8 8 8 9 8 8 8 9 8 9 89 8 Head/S81 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 5 8 8 6 8 8 7 6 7 6 7 6' 84 Jamb 7 '7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8' 8 10 8 9 8 1D 8 Hsad1S01 2 2 2 2 3 3 3 3' 4 3. 4 3 6 4 8 4 8 5 8 8 8 8. 7 8' 88.3 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8' 10 8 Head/381 ! 2 2 2 2 3 3 3 3 4 3 4 3; 5 4 8 4 8 5 8 5 8 6 7 8 Jamb 3 8 10 5 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 9 Head/80t 2 2 2 2 3 3 3 3 4 3 4 3. 6 4 8 4 8 6 8 8 109.7 Jamb '9 9 12 9 10 8 12 '9 10 10 12 10 10 10 12 10 2 2 2 2 3' 3 3 3 4 3 4 3 8 4 8 4 * Width and Height dimensions maybe reversed to locate anchor quantities on the table. If so, the Head/51I1 and Jamb rows must also be reversed so that the longer dimension gets the most anchors. HeadlSBI : 120 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 Head/S01 2 2 2 2 3 3 3 3 4 3 4 3 11 128 Jamb 11 11 13 11 12 11 13 11 12 12 13 Hem8310 2 2 2 2 3 3. 3 3 4 3 4 3 145 Jamb 12 12 15 12' 13 12 18 12 Head/SM 2 2 2 2 3 3 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 32FP. 2. FOR SIZES NOT SHOWN, ROUND !2e TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY PT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B ") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. e%%,-13y, 3/31/10 ftme er:'ootm F.K. Arad ay. FFJL 7!14403 4/4/07 awWma, c %mom B FORMA ' fiew ROElP ristroN 70 /NCWUE NEW SHEET nevAabna: rhmtrea 43nt. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 8QX 1529 NOKOMIS. FL 34274 F "A" DI1M. i Anchor TYPE A9131107 DaDRID19n Sul/stone Min. Edge Distance Min. Embcd- merit 512, Steel screw (08) 3. Pine 0.884" 1.375" 1 512, Steel screw (06) ° 86. Stud, 0r sa 0.324° .048 1809 012, Std screw (36) Alum. 6083.76 0.324" 0.125" 512, Steel screw (05) A36 Steel 0.324' 0.125" 514, Steel screw (68) S. Pine 0,984° 1.378° 2 014, Steel screw (05) S0. Stud, Or 33 0.381" .048'1183a 514, Steel screw (G5) , Alum. 8083 -T8 0.381" 0.128" 014, Steel screw (08) A38 Steel 0.381" 0.125' 3 114" Steal tabs= S. Pine 1" 1.375° 114" 410 SS GwteFtex S. Pine 1" 1.375° 4 _ 5/18° Steel Ulna= S. Pine 1.28° 1.376' "A" & "8" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 'B" DIM. "9" DIM. Nt111Itt /♦ ANCHORAOF WOOD SUBSTRATE ALUMINUM PICTURE WINDOWt IMPACT 9mm/Yaaen arm Wowing NI% Pawl NTS 8 8 42594 Head, SIO and Jamb Anchor QuantlMes Into Masonry (Anchor Types 5 - -7) Anchor Description Anchor TYPe \ "A or "6" Dhnerreion (M) 24 30 ' 36 42 48 54 80 87.875 Anchor Location' 5 6 7' - 5 8 7 8 8 7 8: 8 7 5 8 7 6 .8 7 5 6 7 6 8 7 _ g " a g Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 Head/6111 2. 2 2 3 3 3 4 4 3 8 5 4; 6 6 4 6 8 8 6 8, 6 7 7 8 48 Jamb 8. 4 4 6 5 4: 8 5 4 .6 8 6 8 6 6 8 6 6 8 5 8 6 8 6 Head/SIO 2 2 2 3 3 3. 4 4 3 8 6 4 8 8 8 7 8 8' 7 8 6 8 7 7 60 Jamb 6. 6 8 8 8 8 8 8 8 7 6 8 7 8 8 7 8 8, 7 8 8 7 6 6 Heed1S61 2 2 2 3 3 3 4 4 3 8 6 4 8 6 6 7 0 8. 7 8 8 8 7 7 87.878 Jamb 7 6 8 7 8 8 7 7 6 8 7 7, 8 7' 7 8 7 7 8 7 7 8 8 7 HeadiStl 2 2 2 3 3 3 4 4 3 5 5 4 8 6 6 7 8 8 7 8 8 8 8 7 72 Jamb 8 8 8 8 7 6 8 7 8 8 7 7 9 7 7 9 7 7. 9 8 7 Heed/861 2 2 2 3 3 3, 4 4 3 8 5 4. 8 8 ti 7 0 8 7 8 8 79.6 Jamb 8 7 7 8 7 7 8 8 7 8' 8 8 9 8 8 9 8 8 9 8 8 Head/8t1 2 2 2 3 3 3 4 4 3 8 8 4 6 8 8 7 8 6 7 6 6 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 : 10 8 8 10 8 8' Heed/SM 2 2 2 3 3 3 4 4 3 6 5 4 6 6 6 7 0 8 88 3 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/86I 2: 2 2 3 3 3 4 4 3 5 8 4 8 8 6 7 8 6 98 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head/SIII 2 ' 2 2. 3 3 3 4 4 3 .8 8 4 8 6 8 109.7 Jamb 12 9 9 12 10 8 12 10 8. 12 10 10 Head/881 2 2 2 3 3 3 4 4 3 • 8 5 4 *Width Height dimensions 120 • Jamb 13 10 !0, 13 11 10 13 11 10 and may be reversed to locate anchor quantities on the table. If so, the Head/5111 a n d rows must also . be reversed so that the longer dimension gets the most anchors. Head/801 2 2 2 3 3 3 4 4 3 126 . Jamb 13 11 11 13 12 11 13 12 11'. Headi861 2 2 2 3 3 3 4 4 3 145 Jamb 18 12' 12 15 13 12 HeadiSti 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" BM HAVE AN AREA OF MORE THAN 32F". 2. FOR SIZES NOT SHOWN, ROUND IJE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "e') MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. T- "A" DIM. L Anchor T� 7712e Anchor Description Subsbte a Min. . Edge Mtn. Embed- meat 6 1/4" Steel Ulttecon Hoke" Block 1" 1.28" 1/4" Steel Ullman ' 2.7k Concrele 1" 1.375" 6 1/4° 410 SS CreteFlax Hollow Block 1" 1.26" 1/40 410 66 CreteFlex 3.36k Concrete 1" 1" 7 6/18" Steel Ultra= Haw Block 1.983" 1.26" 8/18" Steel Clean 3.8k Concrete 1.25" 1" "A" & "B" DIMENSIONS MAY • BE ORIENTED VERTICALLY -OR HORIZONTALLY AS SHOWN. "8" DIM. ---101 "B" DIM. Rend .3 31 10 C INFtA7ION FORWLARGER WINDOWS.N 7O INCLUDE Itn 070 TECHNOLOGY DRIVE N. VENICE, FL 34279 P.O. Box 1829 NOKOMIS. FL 34274 RAGE MASONRY SUBSTRATE tkim ALUMINUM PICTURE WINDOW, IMPACT 177 I7 d 8 IL " X9.4 INTEGRAL FIN FRAME 1 MAT'L: 6063 —T5 DWG NO. 4256A .970° .975" .050° --!{ h+—• 7 /16 " LAMI GLASS BEAD tc DWG NO. 4255 1 —1/16" IIAMI I.G. _G_IA$S BEAD MAT'L: 6063 —T5 DWG NO. 4254 INSTALL. FASTENER COVER ha DWG NO. 4224 224 2.784° FLANGED FRAME O DWG NO 6 253 1TEfht. DWG B' PART 0 DESCRIPTION 1 4256A 8425 0 Integral in frame head, sill & Jamb 2 4253 64263 Flanged frame head, sill & Jamb 7 1165 781 PDX 08 x 1 Quad PH SMS stainless steel 8 Schnee-Morehead SM5504 acryI-r narrow Joint sealant or 10 4255 64256 7/18 Iarni glass bead 11 4254 64264 1 -1/16 laml I.O. glass bead 12 1224 87P247 Vinyl bulb weatherstrip (thdck) • 13 4224 installation fastener comer 14 Dow Coming 899 glazing sealant or equivalent 16 Dow Coming 995 silicone structural sealant, black 17 7118" lams glass 3/16" annealed - .090 DuPont Butacite or SaSex KeepSafe Maximum PVB intedayer • 3116" heat strengthened 18 1.1/16" lama I.G. glass 3/16" heat strengthened outboard - 7/16" airspace - 3/16" annealed - .090 DuPont Butacite or Saliex KeepSafe Maximum PVB interlayer - 3/18" heat strengthened 20 4262 84282 Architectural corner key 21 7118" 1ami glass: 3/18" heat strengthened ed • .090 DuPont Butacfte or Seflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 22 1.7116" Iaml I.G. glassi 3/18" heat strengthened outboard - 7/16" airspace - 3116" heat strengthened - .090 DuPont Submits or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened Ilcradingado Aulpomme 10 ,r,6• :'7 J.R. Heed TarIFDalls '-"s,nom F.K 7/14/03 3/31/10 C -T - • -7 n rTy�riT `Ir • . INCLUDE ORMA'ON r. Menu checked 12yortes 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 8Q2 1529 NOXOMIS, Ft 34274 J EXTRUSION PROFILES & PARTS UST ALUMINUM PICTURE WINDOW, IMPACT ms. sn� o,,, w". 4vi IS 8 a 8 42594