The URL can be used to link to this page

WS-06-2609Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/30/2007 Inspector: Grande, Claudio Owner: PECACHE, FE Job Address: 558 94 Street NE Miami Shores Village, FL Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Project: <NONE> Block: Contractor: SECURE WINDOWS & DOORS Phone Number (305)751 -7051 Parcel Number 1132060140930 Lot: Phone: 305 -513 -0705 Building Department Comments WINDOW AND DOOR INSTALLATION MAY 3 1 2007 Passed S � Inspector Comments p Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, May 29, 2007 Page 1 of 2 NOTICE OF COMMENCEMENT 11111 1111 1111 A RECORDED COPY MUST BE POSTED ON. THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: _ TAX FOLIO NO. I[32 (00tk0930 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. CFN 2006R1287533 OR Bit 25153 F's 3915; tips) RECORDED 12/04/2006 14:02 :34 HARVEY RUVIHr CLERK OF COURT MIAMI-DADE COUNTYr FLORIDA LAST PAGE 1. Legal description of property and street/address: 55 g M G 9 4 ST. t' 1tA-N -4.I S �1c9R.�s� FL 2. Description of improvement: 3. Owner(s) name and address: (N 0r)kJ lc) v>0612_ rt 4LLJ TtctN e GIN 6 55 $ kI Interest in property: D'J t.1 ST. Name and address of fee simple titleholder: 4. Contractor's name and address: 5 eOJ Q. C: j ►'N Oct s A-mt) 0 iZ.S 5. Surety: (Payment bond required by:owner from contractor, if any) STATE I HFRF'^ 1' Cf-, Name and address: Amount of bond $ .6. Lender's name and address- ddress: or /f it i" Ned HARVEY R 7. Persons within the state of Florida .designated by OwneVupo provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: _ORIDA, COUNTY OF DE P!FV /h'i' thi^ c a 171.6 s0!on D.C. om no ' ces or o eifi d- ocuments may • e "served as 8. In addition .tohimseif.Owners designates the following person(s) to receive a.copy of the.Lienor's Notice as provided. in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration-date-of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 67, nature of Owner e nr Print Owner's Name Prepared by -A Sworn to and subsc ' ore a day of �� /0* � a , 20 . • Print Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 Ft E w EXPIRES: I$Op.3NI0TARY FI.NotmyDisatmt Assoc. Co. Address: N S' . t-'\.1 331 Co(.0 Miami Shores Village jO/g4/G Building Department IZicturi (1A/ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Te • k(aOS )29 O4 P) 756.8972 BUILDING LA OCT 1 9 200€ Permit No. PERMIT APPLICATION , Master Permit No FBC 2001 Building Permit Type (circle): Fe Plumbing Mechanical Roofing `c-� Owner's Name (Fee Simple Titleholder) l P E C' \ G H 6 Phone #L365) 1 5 l Owner's Address S--6-.6;' N e 4 s7. City l‘A 1 i{-N1,1 5 l- c, State 'r 1.— Zip r .j3 1 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) 65 ? N E 9 4 T. Zip 33 13 3 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name ,1J tJJS Phone # $ —S- 13 _n 5 Contractor's Address - - i - - ( 4 1 5 t\I City `i to M 1 State FL- Zip 3 3 1 E (p Qualifier State Certificate or Registration No. C. C--7 C / 1' [ ( Certificate of Competency No. Architect/Engineer's Name (if applicable SLL_O 5 pc____.,(Lez_ Phone # l� 2-1-2_ -1 .3-Z.Q $ Value of Work For this Permif 2-npa) Square Footage Of Work: 24 Type of Work: DAddition Alteration ❑New Repair/Replace ❑ Demolition Describe Work: je, 1 DQ W i1 N D L ) C)C) (2 Ti i'J * * * * * * * * * * * * * * * ** * * * ** *Fe * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ A' CCF $ CO /CC Notary $ Training/Education Fee $ 4' Technology Fee $ 5 5 Scanning $ 2J °(l Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 2g3- (Continued on opposite side) IDEC 0 7PAeD 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 Contractor The ofore foregoing 20 instrument was acknowledge .before p e this The fore:oi i g in;' n ent was acknowledged before me s' g g_ Y / 0P , by L' _ ac:w, day .,, 20 , by who is personally known to me or who has produced who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: As ide ' • ation and who did take an oath. as identific. 'on and who did take an oath. 0 r+i 9i I My Commission Expires: NOTARY PUB Si Print: My Commission Expires: ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** ,* * * * ** '* * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Gv, 23 Ole, Plans Examiner ' Engineer Zoning STREW • WIND CALCULATIONS INSTALLER: SECURE WINDOWS & DOORS 7855 N.W. 461." STREET MIAMI, FLORIDA 33166 PHONE: (305) 513 -0705 PROJECT: WINDOW/ DOOR INSTALLATI 558 N.E. 94TH STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY ER 4, 2006 C STR PREPA LOS M. CTURAL L. P.E. #: .B. #: 00 ED BY: REZ, P.E. NGINEER 844 781 YOUR ON -CALL EN ERING COMPANY" 9420 S.W. 1 1 2TIi STREET, MIAMI, FloRidA 33176 TEL (786) 242-1720 - FAX: (786) 242.4399 STRUCTURAL ENGINEERING CONSULTANTS, INC. 9420 S.W. 112TH STREET MIAMI, FLORIDA 33176 TEL: (786) 242-1720 - FAX: (786) 242.4399 DESIGN CALCULATIONS • Co00 A 5CE • v411 JD v£L oc t9 = 1949 MPH • r.APOSORE CAIC4 Ry = c • b>JV . 4 Co relo/ • 3mFbR -rA "i0g ::i;) 1.00 • Ici.7 1.0o j !cc= 1.00 • VELOC fRESs. ExPosuAE CK>� ° D•85 C 0= - ei* (v-3) • Aca,F 5L,ofe 4/17, • U.N. NAARowes -r DIM. 3`J'•l0 • (MAN ROO AC1yter (h): 1&-(2 • q (CoFtniet D15iTht .sE 5 5) • O.= OA x 3-% 0.1x3, =16= 41 -0 "4 - 2ONC' PROJECT 558 0E 34 SHEET NO. OF DATE tl�L• G: 'NINDOWS CRrl 11R£A< IO b 4 S 00602.5 Olt f9REf? = 20 Mb- 4 S 1100 0.949 0.94 I.40 —1,00- - -).Z34 +5469 +62,2- 2 t5z z —9-36,2 —5(,$ —46.3 • 1.03) October 4, 2006 Village of Miami Shores Building Department Miami -Dade County, Florida Contractor: Secure Windows & Doors Job: Window/Door Installation at: 558 N.E. 94th Street, Miami Shores, Florida RE: Window/ Door Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: DOORS: Positive Design Pressure (Zone 4): 54.7 psf Positive Design Pressure (Zone 4): 52.2 psf Negative Design Pressure (Zone 4): 59.3 psf Negative Design Pressure (Zone 4): 56.8 psf Positive Design Pressure (Zone 5): 54.7 psf Positive Design Pressure (Zone 5): 52.2 psf Negative Design Pressure (Zone 5): 73.2 psf Negative Design Pressure (Zone 5): 68.3 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 4' -0" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -02 based on the following criteria: * Building Category: II * Building Mean Roof Height: 13' -6" * Exposure Category: C * Basic Wind Speed: 146 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. should happen to have any questions or concerns regarding this or any other matter, please do not hesitate to us ly, TURAL ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 10/04/06 Perez, P.E., Structural Engineer : '54844 YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 12Th STREET, MIAMI, FloRidA 33176 TEI: (786) 242 -1720 - FAx: ( 786 ) 242.4399 BUILDING CODE COMPLIANCE ONCE (ECCO) PRODUCT CONTROL DIVISION A KT 1 9 2000 ZI DADE COUNTY, FLORIDA zMETRO -DARE FLAGLER BUTL.DDNG 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 375 -2901 FAX (305) 375 -2908 www.bulldiny codeonline.com 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 ControLDivision and _accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas , Jurisdiction (AHD. . This NOA shall not be valid after the expiration date stated below. The Division (In Miami Dade County) and/or the AHJ (in areas other than Mi have this product or material tested for quality assurance purposes. If the accepted manner, the manufacturer will incur the expense of suc revoke, modify, or suspend the use of such product or material within th to revoke this acceptance, if it is determine. by Miami -Dade County ' • ,e' material fails to meet the requirements of the applicable building code. uthority Having Product Control reserve the right to ' . to perform in immediately es the right this product or • • This product is approved as described herein, and has been designed to comply with the Flori t J3uildibg Code, including the High Velocity Hurricane Zone DESCRIPTION: Series C -740 Aluminum Casement Window -L M.L •• • •••• • • •••• • APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window: Impact", xim le through 13 of 13, dated 12/17/02 with revision "D" dated 06123/05, prepared by PGT InduIttre%, signed and sealed . • by I.ucaN A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp wi $v the Nhirrof Acceptance number and expiration date by the Miami -Dade County Product Control Diviiim.. MISSILE IMPACT RATING: Large and Small Missile Impact • • • • • •. • • • • • •••• • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logoj lith stateanc3 following statement: "IMTaami -Date County Product Control Approved ", unless otherwise noted in ■ ' .. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shaft be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0611.02 and consists of this page 1 and evidence pages E -1, E -2 and E-3, as well as approval document mentioned above. The s mitred documentation was reviewed by Herininio F. Gonzalez, P.E., Director, BCCO• NOA No 05- 1129.11 Expiration Date, May 22, 2008 Approval Date: February 23, 2006 Page 1 • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMrf1'.IU 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 06123/05, prepared by POT, 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 Edmund() Largespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 • • 5) Cyclic Wind Pressure Loading per FBC, TAS203'94 • 6) Forced Entry Test, per FBC 2411 3.2.1 and Tug -94 • ....' •' along with marked-up drawings and installation diagram of twQ wing aluminum casement windows, prepared by Fenestration Testing Laboratory.,•Talt Report r ".1L 4607 dated 05/10/05, signed and sealed by Edmundo Largpat1a, P.E • • 3. Test reports on 1) Uniform Static Air Pressure Test, Loading p r:Vp(, TAI•3d2404 2) Large Missile Impact Test per FBC, TAS 20144 • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 2 (733)4 • • • • along with marked -up drawings and installation diagram of twq ou ring alttntinum • • casement windows, prepared by Fenestration Testing Laboratory,"Fest Repot Ala. •s • FTL 3729 dated 2/28103, signed and sealed by Joseph Chan, P.E. "Submitted under 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 Report No. FTL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" 4t)/'6x4P- Uermlnlo F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05-1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 21106 • • E -2 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 outawing casement windows, prepared by Fenestration Testing Laboratoar,'e Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.g.• • • "' • • "Submitted under NOA# 03- 0611.02" • • C. CALCULATIONS • • • .••0 • • • • • •••• • 1. Revised Anchor Calculations and structural analysis, prepared lid 00 0000 tufacdir�f,'dated 00 11/21/05, signed and sealed by Lucas A. Turner, P.E. • Complies with ASTM E 1300 -98 m •••• • . • •••• • • • • • •• • •••• • • .. •• • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 020502 issued to Solutia, Inc. for "SaflexlKeepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DeNemours for `Dupont Butacite ® PVB" dated 01/05/06, expiring on 12/11/10. 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 nd sealed by Robert L. Clark, P.E. E -2 Herminio F. Gonzalez, P.E. /Director, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. Notice of Acceptance No. 03- 0611.02, issued to PGT Industries, Series "640" Aluminum Casement Window, approved on 10/09/03 and expiring on 5122108. 2. Letter from the consultant, dated 01/25 /06, stating that the product is in compliance with the Florida Building Code (PBC). E -2 • • • • • • • •• •• •••• Hermit' F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05-1129.11 &pi ration Date: May 22, 2008 Approval Date: February 23, 200+6 NOTES: LARGE MISSILE A DOWS 1. GLAZING OPTIONS: A. 5116" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE 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 W/ 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. Ll F. 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 (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A 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. 7/18" 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 0 0 x 4 X 4 0 4. X x 0 O X x 0 x UNEQUAL LITES 0 UNEQUAL LITES O 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 'IOC" CONFIGURATIONS SEE SHEET 6. F. FOR 144 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 444 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO° & "OX" CONFIGURATIONS SEE SHEET 9. A4, 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. 141/2" 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! 01/44 WAP�QQOMS OR 1/0 964 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SSIOWN IN SF fS:5 l•.HF:OIiGF=9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. • • • • • 5. SHUTTER REQUIREMENT: NONE REQUIRED • • • • • • • • • • 6. NARROW JOINT SEALANT 1S USED ON ALL FOUR CORNERS OF THE FRAME. L�7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. • • •• ••• • ••• _ • • • • • • • a ADD 13N5` I.0.9 MOVEGIAZNIG atria T iSHOT 2• • • • • • • • • • A 342&V3 AA. 7/10103 9723/05 17117/02 C aaWkn D Chaab,d NO CHANGE Rita SHEET •• ADD 7o* or.. GLASS TYPES F AND G.. REVISE ANCHORAGE emi. 10 •MtS, Fr 42T5 P3 E X1522 NOP4OMQ FL 34274 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Speateifvess sod' sn.,t woaanb r - CA-740 NTS 1 13 7046 -8 D ••• • • • • • • • • • • • • • •• •• ••• • • l /7' jigs_ Luoaa A. Turner, P.E. PE 488201 Mechanical A 1/8" ANNEALED OR .090 PVB INTERLAYER 86 HEAT STRENGTHENED 1- GLASS 1/8" HEAT STRENGTHENED GLASS - 3/8" AIR SPACE - 30 31 1/8" HEAT STRENGTHENED GLASS -- .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .85" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT --- .090 PVB INTERLAYER 3/18" HEAT j+- STRENGTHENED GLASS .85" NOM. GLASS BITE • 7/16" LAMINATED • • • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER -3/16" HEAT STRENGTHENED GLASS .85" NOM. GLASS BITE •••0•• • •• •• • GLAZING DETAIL • • • • • • • • • • • • Raved ere We: ft1G 2/23/03 F.K. Daw"ar. Dads F.K. 03/28/03 B , 740103 6/23 /05 nedeb. Ibaksbor C 0 • • •. •.. .•.. REDRAW GLUING DETAILS & ADO h4LG• • NO CHANGE THIS SHEET • • • • • •• • • •• • a caotareess ADO 13/13•LAMI1.0. W/7 /10LiMI S CORRECT 5/15' LAW DETAIL Dins • .. .•• • 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL • • • oMts FitkA V- P.O. BOX 1528 NOKOAUS. FL 34274 • c T Vist y Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT ands GA-745 bets NTS 2 m 13 7045 -8 (r /21/4 " Lucca A. Turner; P.E. PE 5,48201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CENTERLINE 1 1/2" ANCHOR 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) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. II- 7 "•IW 4" MAX 4° MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX, - --DAYLIGHT --- OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) T._ 74" MAX. WIDTH 30" MAX. —DAYLIGHT OPENING 13" MAX. O.C. 4" MAX. / X SEE MEETING RAIkOETAIL TYP. (2) 4" MAX. h 14112" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) 30" MAX. -- DAYLIGHT -°- OPENING NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION 13" MAX. O.C. 4" I O • ft• A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 37" MAX. • VENT TYP. ean"B FK Oats 3/2/03 8 Awe FJp P.K Refs: By lMe: F.K. 8123/06 7/10103 BeWrbex C 13'•k c : I : :'4141. • 1 14 1(2" MAX. O.G. VENT HEAD & SILL ONLY • • 601AAX' FIXtD• • • SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES at • •• ••• • ••• CHANGE SHEET NO. REFERENCES • • • • • • ADD MOELOCATIONDETAILS • Damn Hy F.K. 12117/02 Repftrat *paha!OF • • • • • CHANCE MAX HT. TO 76r AND MAX O'O TO 69' • Dale • • • 1° ▪ CH�tO D Af18, G' P.0. BOX war NOKOMI6q FL 34274 • T "XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT CA-740 sus NTS 3 a 13 Cesar* 7045 -8 Ulnae A Turner, P.E. PE 858201 Methane:ei ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 14 112" MAX. O.C. VENT HEAD & SILL ONLY Rated* DeM F.K. 9/25(07 Road* Da* Fit 823/PS Rase Ryt De" FJC 7!10X13 >�+ —ar• raw F.K 12/17/02 13" MAX. O.C. -.37" MAX. WIDTH.- 30" MAX. -•- DAYLIGHT OPENING r i X. 4 °tam —. 1 14112° 4" MAX I+- MAX. O.C. ELEVATION "D " - "X" (SEE SHEET 5 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 97" MAX. WIDTH 30" MAX. DAYLIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" MAX. 4" MAX ELEVATION "E" - "O" (SEE SHEET 7 FOR PRESSURES) 53" MAX. OPENING DAYLIGHT OPENING • • • r 1- 1 13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX. DAYLIGHT OPENING •• 4" MAY. rip• •_2_4111,0,,,k • f • • • • s • • • • •�. • �•r al. I. 1 13" MAX. O.C. 4" MAX. -+- { �— --37" MAX. VENT . 60" MAX. FIXED • • • • • • CHANGE SHEET NO. REFERENCES • • • R ADO HINGE DETAR & HINGE LOCA4 No7S • SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 76" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATIONI P - "X®" &i9X" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) • • • •—.a • • • • • _ /5 _ • '!X "0" "XO" & "OX"ELEVATIONS • • • • CHANGE MAX, H7: TO 7r AND MAX 01.0 TO Er P.O. SOX 1829 "IG , NOKOMIS, FL 34274 VI eitstter ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 4 . 13 7045 -8 1V2,r/ Lures A. Turner, P.E. PE #88201 Meoh°ni"si ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A „090,118 "HS) B. 5/16" LAMI (118 "HS,.090,1 /8 "H8) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 118 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 3 36 38 3/8 43 48 50 5/8 54 57 80 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191!8 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 40.0 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 67.8 - 66.2 66.2 -65.0 86.0 -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 - 88.4 68A - 63.9 63.9 -80.0 80.0 - 58.5 58.5 -58.2 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 - 68.9 58.9 - 56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -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 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -85.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.8 -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 toossActarnsso b - the CAA* wrr 'II: .ai,,4ar.• 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 49.9 - 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 -75A 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 ' GLAZING 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 1-90.0170.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4807, FTL -4608 t GLAZING OPTIONS: C. 7118" LAMI (3/18 "A,.090,3 /18 "HS) F,13116" LAMI (1/8 "A,AIR SPACE, 7 /16° LAMI- W13/16"A,.090,3116 "HS) ALL "X" SIZES UP TO 37" WIDE x 78" HIGH - 55.055.0 ••• ••• • • • • • •• X 1. OR INSTALLATIONS IN WOOD OR CONCRETE'IO TH6AJLI• SIs8I&I 1:146GRe5►IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" 3S4 CRETE -FLEX ANCHORS. • • • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSUIVIg LIMtTIED TS NA P I.F, • • • ••• • ••• • • t i • e. • ' f _ - pG 1.%�2� f Lunn A. Tumor, P.E. PE #58201 McGmekal Fitt 8' �sw3 _s ADD GLASS TYPE E m TABLES II Z • • • • •_ • •�ct • • -�. PRESSURES- X CONFIG. WINDOWS F ""K 10!03 C NO CHANGE THIS SHEET • • • • • • • • T 0�8 f+� P.O. SOX 1520 NOKOMIS, Fl. 30274 • ALUMINUM CASEMENT WINDOW, IMPACT rFDy: F.K. d4wn6r. F.K: 823/05 Data 12/17/02 D cravlaeu REVfSEANCHORS&ADO 76- HEIGHT OP770N oars I ULttbdy Better C.4-740 ems.: NTS see 5 d 13 aecnmw 7045 -8 D ••• • • • • ••• • • • • • • • • • • • • • ••0 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) "XX" WIU1H HEIGHT 26 31 36 38 3/8 43 48 60 6/8 54 57 80 63 NEG POS NCG NOS NELi 1'US NEG PUS 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 -76.0 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 -76.0 70.0 -75.0 70.0 - 76.0 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 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -72.1 70.0 - 89.5 69.5 -67.5 67.5 57 A -75.0 70.0 -76.0 70.0 -75.0 79.0 -76.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -66.2 65.2 -63.0 63.0 - 80.8 60.8 - 58.0 68.0 60 A -76.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 - 58.6 58.5 -56.2 58.2 -53.4 63.4 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 61.8 - 58.9 68.9 -58.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 86.5 65.5 -57.5 57.6 - 54.9 64.9 -51.8 61.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -76.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 80.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 46.4 -43.5 43.5 -41.1 41.1 - 38.8 38.6 X X 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 (1/8 "HS,3/8" SPACE, 5 /16" LAMI -W/ 1/8"HS,.090,1/8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 83" HIGH 1 -75.0 70.0 TABLE 6. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16 HS) ALL "XX" SIZES UP TO 74" WIDE x 83" HIGH -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090,3 /16"HS) F.13/16" LAMI (1 /8 "A,AIR SPACE,7 /18" LAMI -W/ 3/16 "A,.090,3 /18 "HS ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1- .0 66.0 A •• ••• • • • • • •• NOTES: t, • 1. FOR INSTALLATIONS IN WOOD OR CONCRETE 110 THE•BULb DI SIGN IfR686YRES•IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. • • ' • • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE 18 LIMITED T069.6 P S.F • • • •• ••• • • • • • • • • • • • • • • •• • REVISE ANCHORS Al ADO TABLES 76" HEIGHT OP 1ON &wader Rya lr F.X. er 6/23/05 Revtalanz rmaiunns D • • • • •• • • • • • K. 12/17/02 per OM¢: •• • • • • • • • 9 • oxoMls •y4 P.O BOX 9629 NOKOMIS, 13 24274 PRESSURES- XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 6 m 13 7045 -8 D ••• • • • • •••.• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Lucas A TL.mer, P.E. PE 65820, Me"hantal COMPARATIVE WIDTHS 0° °XOX° ANALYSIS TABLE 6. & "1I41r2 -1(4 XOX" WINDOWS TEST REPORTS: FT L -3582, FTL -3729, FTL -4807, FTL -4808' GLAZING OPTIONS: A. 5115" LAM! (1/8 °A„090,1/8°HS) B. 8(16" LAM1(1B°H8,.090,1/8 "HS) C. 7/16" LAMI (3/16"A,.090,3/1 (VHS) E.13/16" LAMI (1/8°HS,3/8" SPACE,5/16" LAM! -W/ 1/8"H8,.0901/8"16) F.13/16' LAMI (1/8 "A,AIR SPACE,7116" LAMI -W/ 3/16"A,.090,3118 °H8) HSIGHT 48 50 5/8 64 57 83 87 28 31 36 383/8 43 80 72 76 38 A 72 B,8 C,F -75,0 NEG POS NEG PO8 NEG POS NEG P08 NEG PQS NEG POS NEG POS NEG POS NEG P08 NEG POS NEG POS NEGIPO8 NEGIP08 NE01 -75.0 70.0 -75.0 70.0 - 70.4 70.0 -60.4 60.4 -78.0 37 A 74 8,5 C,F 70.0 70.0 70.0 -76,0 70.0 -75,0 70.0 - 75.0 70.0 -75.0 70.0 90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -76.0 70.0 -73.7 70.0 -87.91 67.9 - 59.0 59.0 -54.3 -75.0 -90.0 -62.8 54.3 -61.1 61.1 70.0 -75,0 70.0 70.0 -900-70.0 52.8 -49.9 49.9 -47.9 -75.0 -90.0 -48.4 47.9 - 44.8 44.8 -42.2 422 -39.7 70.0 -75.0 70.0 - 75.0 70.0 -75,0 -76.0 70.0 -75.0 70.0 , - 75.0 70.0 - 75,0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.01.70.0 -90.0 70.0 -90.0 391/2 A 79 B,E C,F -75.0 -75.0 -00. 70.0 70.0 70.0 -76.0 70.0 -87.8 87.8 -62.1 62.1 -55.7 55.7 -75.0 70.0 -75.0 70,0 -76.0 70.0 -76.0 70.0 -90.0 70,0, -90.0 70.0 -90.0 70.0 -90.0 70.0 -40.8 -75.0 -90.0 70.0 -90.0 70,0, 49.8 - 48.9 48.0 70.0 -75.0 70.0 70.0 -90.0 70,0 -90.0 -43.0 -78.0 -90.0 70.0 -90.0 46.4 -43.5 70.0 -75.0 70.0 43.5 70.0 - 90.0 70.0 -41.1 41.1 -75.0 70.0 -90.0 -38.6 -75.0 39,7 70.0 70.9 - 55,0155.0 38.8 70.0 70.0 - 90.0 70.0 -90.0 70.7 -90.0 70.0 - 55.0155.0 - 55.055.0 -5501 43.6 -41.1 - 38.6 38.8 POS -56.01 65.0 - 55.0155.0 41.1 38.5 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 42 A 84 0,E C,F -76.0 -75.0 -90.0 70.0 70.0 70.0 70.0 -75.0 70.0 - 82.4 02.4 - 58.4 58.4 -63.3 83.3 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 90.0 70.0, -90.0 70.0 -90,0 70.0 -90.0 70.0 -56,4 -75,0 -90.0 68.4 -53,4 63.4 70.0 -75.0 70.0 70.0 - 90.0 70.0 -60.0 -75.0 -90.0' 50.0 -48.9 48.9 - 44.3 44,3 -41,9 70.0 -76,0 70,0 - 75.0 70.0 -75.0 70.0 -84,5 70,0 - 70.7 70.0 -75.6 A 45 90 B,5 C,F -75.0 -70.3 70.0 - 58.0 58.0 - 64.8154.5 - 59.3 59.3 -53.6 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0170.0 -78.0 70.0 -75.0 53.6 - 50.9 60.9 70.0 -76,0 70.0 -47.6 47.5 -44.7 44.7 -42,1 42.1 -39.7 -75.0 -90.0 70.0 A 48 96 B,E C,F A 5012 101 B4O C,F A 531/8 1033/8 B,E C,F A 108 B,E C,F A 5512 111 B,E C,F A 114 B.5 C,F 64 67 -75.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90,0 70.0 - 65.0 86.0 - 54.3 54.3 -51.1 61.1 -55.1 55.1 -90.0 -51.4 70.0 - 88,2_70.0 51.4 • 48.8 48.6 -81.8, -48.3 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0170.0 - 75.0 70.0 -75.0 70.0 -76,0 70.0 -75,0 -90.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -80.8 60.81_ -51.3 51.3 - 48.3 48.3 - 52.7 52.7 -88,0 -48.7 70.0 -80,9,70.0 413.7 - 48.9 "46.9 -75.0 -43.6 -75.0 -90.0 -75.0 -75,0 70.0 70.0 70.0 70.0 -76.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0_70.0 -90.0 70.0 -90.0 70.0, -00.0 70.0 -90.0 70.0 - 58.7 58.7 -48.7 48.7 - 45.4 48.4 - 50.0 50.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70,0 -75.0 -812 -46.1 -75. 70.0 -75.0 70.0 70.0 -75.7 _70.0 45.1 -44.2 442 70.0 -75.0 70.0 -75.0 -70.3 -422 -75,0 70.0 -76.0 70,0, 76.9 45.3 -42.6 42.6 70.0 -76.0 70.0 70.0 -70.7 70,0 41.8 70.0 43.8 -41.3 70.0 -75.0 700 70,0 -75.0 70.0 -78.0 -72.4 70.0 - 40.4 40.4 - 75.0 70.0 -67.3 67.3 -602 36.5 70.0 70.0 - 55.0165.0 41.9 70.0 70.0 - 56.0155.0 39.7 70.0 69.2 - 86.0165. - 55.0166.0 55.0 - 55,0156.0, - 55,0155.0 - 55.0155.0 - 58.0185.0 -85 .0155.0 -38.4 -76.0 -84,1 - 39.2 392 -37.1 -76.0 70.0 -74.3 38.4 70.0 64.1 -55.01 55.0 37.1 70.0 - 55.0166.0 - 53.2153.2 70.0 -86.8 66.8 42.2 -41,1 40,1 - 83.6 63.5 -38.0' 38.0 -80.5 80.5 - 55.0185.0 - 52.8152.8 - 49.8149.8 382 36.2 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -75.0 -75.0 -90.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 -68.2 58.2 -47.9 47.9 - 44.5 44,6 -49.1 49.1 -78.0 70.0 -75.0 70.0 -76.0 10.0 -75.0 70.0 -90.0 70.0 -90.0 70.0, -00.0 70.0 -66.9 70.01 - 57.1 67.1 - 46.4 46.4 -43.3 43.3 -47.5 47.5 -76,0 70.0 -75.0 70.0 -75,0 70.0 -76.0 70.0 -78.4 -45.3 -75.0 -75.0 -43.9 -76.0 70.0 -71.1 70.0, 45.3 -43.4 43.4 70.0 -75.0 70.0 70.0 -70.1 70.0 43.9 -422 42.2 70.0 -76.0 70.0 -68,6 -41.9 -76.0 -85.4 -40.8 -75.0 88.5 - 63.0 63.0 - 60.0 60.0 , 57.3 57.3 - 53.8153.8 -49.41 49,4 -46.21 41.9 -30.8 35.9 39.8 70.0 -75.0 70.0 47.6 37,8 -75.0 70.0 -35,9 -71.8 70.0 482 85. -51.8 81,8 40.8 -39,1 39.1 -59.1 59.1 ' -372 '37.2 -58.4 58.4 - 528152.8 -48.4 F48.4 45.21 452 -35.4 35.4 70.0 -76.0 70,0 -74.3 70.0 -70.8 70.0 -90.0 70.0 -90.0 70.0 -90. 70.0 - 9.0170. -84.3 70.0 -72.6 70.0 -86.4 88.4 -83.6 03.8 -80.1 80.1 -57.6 67.5 - 54.8 84.8 -51.11 51.1 - 48.8148.8 -43,61 43.6 5812 A 117 8,E C,F -75.0 -75.0 -90.0 -74.2 -75.0 70.0 70.0 70.0 '70.0 70.0 - 58.2 58.2 - 44.8 44.8 -42.1 42.1 - 452 46.2 - 75.0 70.0 -78.0 70.0 - 75.0 70.0 -75.0 70.0 -90.0 79.0 -90.0 70.0 -90.0 70.0 -81.5 70.0 -55.0 68.0 -43.4 43.4 -40.9 40.9 - 44.8 44.8 -75,0 70.0 - 75.0 70.0 - 76.0 10.0 -75.0 70.0 -42,6 -75.0 -70.7 -41.3 -75,0 42.5 -41,2 412 70.0 -75.0 70.0 70.0 -66.7 66.7 41.3 - 402 40.2 70.0 -75.0 70.0 -39.8 -75.0 -81.8 -38.7 -75,0 30.8 -38.5 38,5 - 38.7 36.7 -34.8 34.8 70.0 -75.0 81.8 -58.7 38.7 '-37.8 70.0 58.7 - 73.3 70.0 -W.6 89.6 -66.8 55.9 -53.2 532 - 49.4149,4 37.8 - 38.1 36.1 -342 342 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 [70.0 -79.4 70.0 -69.0 80 120 A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7139.7 -43.8 60.E 84.8 64.9 43.5 - 40.4 40.4 -392 -60.4 -45445.2 42.6142.8 70.0 -75.0 58.4 60.4 - 67.3 57.3 - 54.5 54.5 -51,6 51.6 47.8147.8 - 43.5143.8 - 41.7141.7 70,0 -722 70.0 -68.4 39.2 -37,8 37.6 -38.7 38,7 -35.5 35.5 -33.7 33.7 B,E -76.0 70.0 -76.0 70.0 -78.0 70.0 - 75,0170.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 87.4 C,F -90.0 70.0 -gob- 70.0 -90.0 70.0 - 90.0170.0 -77.1 70.0 -67.3 87.3 -83.3 83.3 - 59.1 59.1 -55.9 56.9 -53.0 63.0 -60.0 60.0 - 48,3146,3 42.81 42.8 TABLE 7. "0" & "1/4-12.1/4 XOX" WINDOWS TEST REPORT; FTL -3580 GLAZING OPTION: D. 716" LAM! (3/16"HS,.090,3/18 "HS) ALL "0" 8I2'E8 UP TO 601d49DIi4aneir HM3H�AND /iLL "1141(4 Npi(" sizes UP TO 120" WIDE x 83" HIGH 1.-90.01 70.0 *•• • . ••* a• **��.��•��• • "0 "ABii1 /4J /4,1ib) W:1�W9 • TEST REPORTS: FTL -4801, FTL -4808 TABLE 7A. GLAZING OPTIONS: D. 7/18" LAMI (3/16"H8,.090,3/ � •7�" 3M8"PA/! jm"AJRMPACE,W18" LAM! -W/ 3/18"HS,.090,3/18"HS) ALL "0" 812ZES UP TO 6 x HIC 11 ND RI.J. 901-1R-1410X" 31158 UP TO 120" WIDE x 76" HIGH 145.01 56.0 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. IF INSTALLING WfTH #12 SCREWS, DESSIQN PRESSURE MS LIFII'ED TO 6P.8 P.B4F• • >x ' • • • • Rwmax • 7&Jo TE4PINOLb51tRNE F.X. _ • *Kam it 34875 Rerfecm e • ADD G7ASSTWEETO TABLE 0 • • • • 7/10103 NO CHANGE THIS SNEET c • • • • • Roo49x 9n� F.K. 6/2985 mar om F.IC 12/17102 D CHANGE ANCHORS AND ADD 6'17: OP77ON I2100410 Dwb: P.O. DOX 1529 NOXOAB$ FL 34274 40.8140.8., 1 4 X 1 2 0 1 4 X 0 PROOWTRIWISED PRESSURES - 0 & 1/4 -1/2 -114 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT T/Lsibty Better uneauome C4 -740 NTS e r-.- 7 m 13 7045 -8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Lucas A Turner. P.E. PE 068201 MsohaNCel COMPARATIVE ANALYSIS TABLE 8. "X0" OR "OX" & "1/3- 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 "X0X" WIDTH HEIGHT 28 31 36 38 3/8 43 48 50 5/8 54 57 80 63 NEG POS NEC, POS NEG POS NEC POS NEC POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS 37 551/2 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 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 -75.0 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 -69.6 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 -67.7 67.7 - 64.9 64.9 -82.7 62.7 -80.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -88.4 88.4 -83.9 63.9 -60.0 60.0 - 58.5 58.5 -56.2 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 61.8 •58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 86.4 66.4 -58.2 58.2 - 55.8 55.8 -52,6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -76.0 70.0 -76.0 70.0 -78.0 70.0 -71.8 70.0 -61.8 61.8 - 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 - 44.8 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 -52,8 52.8 -49.9 49.9 - 48.4 48,4 - 43.5 43.5 -41.1 41.1 -38.6 38.8 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) E. 13/16" LAMI (1 /8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1/8 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL °1/3- 113 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -75.0f 70.0 1 3 X 1 3 0 1 3 X X 0 O X TABLE 10. `7(0" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 83" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL-4807, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1/8 A,AIR SPACE, 7 /16" LAMI -W/ 3/18 "A,.090,3 /18"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3 -1/3 -113 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1 -55.01 65.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE •RYTHL44�JJLL+DISII:P}P•RET S TRE•' n THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 114" SS4 CRETE -FLEX ANCHORS. • • • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRELRSSURE•I$ LIf IT€DSO•B9.E:81.2.F. • • •• ••• •• • • • •• Data 3/29113 are 7/10193 etwrema B a"ukkt�e C • • •• ••• • ••• • • • • • 41! • L • ADD GLASS TYPE TO TABLE9 ••i • • •• Dem 8/23/75 ttouffiffirc D Dots 12/17/02 cr"u"der NO CHANGE THIS SHEET • f • CHANGE ANCHORS AND ADD 76° HEIGHT OPRON • • • • a• •• itieg C�401y0 :YE • !DxUw$ fi �Ti6 P.D. BOX 1528 NOKOMIS. FL 34274 • - r Visibly Better w PRESSURES- XO 0)( & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT C4.740 8 m 13 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 7045-8 Lucas A. Turner, P.E. PE 068201 Mechankel COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3562, FTL -3729, FTL -4807, FTL -4808 GLAZING OPTIONS: A 5/16" LAMI (1/0"A,.090,1/8"148) B. 5/18" LAM (1/8"HS,.090,1/8"HS) C. 7/16" LAMI (3/18"A,.090,3/18 "HS) E. 13/18" LAMI (1/8"46,3/8" SPACE,6/18" LAM/ -W 1/8Hi8,.090,1/8"HS) F. 13/10" LAMI (1/8"A,AIR SPACE,7/18" LAMI -W/ 3/16"A,.090,3/18"HS) 4010147 WIDTHS VENT FIXED 28 NEG POS 36 38 3/8 1 43 48 I 50 5/8 57 00 83 67 72 76 NEG 69.284 A -75.0 70.0 -75.0 19.125 31.014 3,E -76.0 70.0 -75.0 C,F -80.0 70.0 -90.0 88.919 A -76.0 70.0 24 38.919 8,E -75.0 70.0 C,F -90.0 70.0 -89.1 -76.0 -90.0 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEGIPOS 70.0 70.0 -64.9 84.9 - 80.8 60.8 70.0 70.0 -76.0 70.0 -75.0 70.0 70.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0155.0, 89.1 70.0 70.0 -78.0 70.0 -74.1 -75.0 70.0 -76.0 -90.0 70.0 -90.0 -83.4 83.4 -58,5 -75.0 70.0 -76.0 58.5 -60.4 50.4 47.5 47.5 -56.1 -75.0 -90.0 -44.1 58.1 70.0 70.0 44.1 - 58.1 68.1 - 53.3 53.3 -50.5 50.5 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.0T 55.0 , -55.01 85.0 -41.6 41.8 -39.2 39.2 - 38.9 38.9 70.0 -76.0 70.01 -764 70.0 -76.0 70.0 85.973 27 A - 75.0 70.0 42.973 B,E -75.0 70.0 0,F -90,0 70.0 108.849 30 A -75,0 70.0 48.849 B,E -75.0 70.0 C,F -90.0 70.0 -60.5 -75.0 -90.0 -53.5 -78.0 -90.0 80.5 70.0 70.0 53.5 70.0 70.0 -90.0 70.0 -90.0 - 57.2 57.2 -82.1 70.0 -90.0 70.0 -90.0 70.0 82.1 -55.2 55.2 -82.8 62.8 -90.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 -90,0 70.0 -89.4 70.0 - 86.2 70.0 - 55.0156.0 - 56.0155.0 -56.01 55.0 -49.1 49.1 -76.0 70.01 -76.0 70.0 -75.0 70.01 -75.0 70.0 -76.0 70.0 -90.0 70.0[ -90.0 - 50.4 50.4 -84.6 70.0, -80.0 70.0 [ -90.0 70.0 64.5 -50.7 60.7 -48.2 48.2 -67.0 -44.9 70.0 44.9 -75.0 70.01 -78.0 70.0 -75.0 70.01 -75.0 70.0 -78.0 70.0 115.892 32 122 33.687 123.136 34 128.000 34.791 130 35.898 130.378 38 134 37 A -75.0 70.0 51.892 B,E -75.0 70.0 C,F -80.0 70.0 A -76.0 70.0 64.827 B E -75.0 70.0 C,F -90.0 70.0 A -76.0 70.0 65.135 B,E -75.0 70.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 48.9 70.0 70.0 47.3 70.0 70.0 -90.0 7041 -90.0 . 46.8 48.8 -51.3 70.0 -84.7 70,0 ( -79.5 70.0 61.3 -47.4 47.4 r -46.8' 45.8 -73.6 -42.7 70.0 42.7 - 48.2 46.2 -43.6 43.8 -41,1 41.1 -76.0 70.0 -75.0 70.0 -75.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 - 56.0155,0 -55.01 55.0 -56.01 85.0 -42.0 42.0 -40.1 40.1 - 38.0 38.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -89.7 89.7 - 88.3 66.3 -63.1 83.1 - 55.0165.0 - 55.0158.0 -82.21 62.2 -40.7 40.7 - 38.6 38.6 - 38.8 38.8 -75.0 70.01 -78.0 70.0 -75.0 70.01 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 732 70.0 -90.0 70.01 -90.0 -44.0 44.01.48.4 70.0 -78.8 70;0 73.2 70.0 48.4 - 44.7 44.7 -42.8 42.8 , -68,3 -41.4 88.3 -64.8 64.8 -61.4 81.4- 68.8 58.8 - 55.0165.0 - 50.9150.9 - 47.7147.7 41.4 -39.5 39.5 -37.5 37.5 - 35.7 35.7 -46.8 -75.0 C,F -90.0 70.0 A -75.0 70.0 68.418 B,E -75.0 70.0 CF -90.0 70.0 A -74.4 70.0 68.209 B,E - 75.0 70.0 C,F -90.0 70.0 A -74.3 70.0 58.378 B,E - 75.0 70.0 C,F -90.0 70.0 A -72.9 70.0 00 8,0 -75.0, 70.0 C,F -90.0 70.0 -90.0 -45.5 -78.0 46.8 70.0 70.0 45.5 70.0 -75.0 70.0 -75.0 -90.0 70.0 48.8 - 43.8 43.8 47.9 -75.0 70.0 -76.0 -90.0 70.0 -85.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -74.0 70.0 - 89.4 89.4' 47.9 - 44.344.3 -42.4 42.4 70.0 -75.0 70.0 -75.0 70.0 70.0 -73.1 70,0 - 88.8 88.8 -75.0 -84,7 -41.1 -75.0 -04.1 70.0 64.7 41.1 70.0 64.1 -90.0 70.0 -43.8 43.8 -75.0 70.0 -42.8 42.8 -48,7 - 75.0 70.0 -75.0 -90.0 70.0 42.8 -41.2 41.2 -45.1 -76.0 70.0 -75.0 48.7 - 43.1 43.1 -41.8 41.8 70.0 -75.0 70.0 -75.0 70.0 70.0 -71.3 70.0 - 87.3 67.3 45.1 -41.5 41.5 -40.4 40.4 70.0 -75.0 70.0 -75.0 70.0 -40.2 -75.0 -82.5 -38.9 -75.0 40.2 70.0 62.6 38.9 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 -61.0 81.0 -58.4 58.4 - 55.7 55.7 - 52.11 62.1, -47.71 47.7 -44.5 44.8 - 39.3 39.3 -37.3 37.3 - 36.8 35.5 -75.0 70.0 -74.8 70.0 -71.0 70.0 -60.5 80.5 -57.9 57.9 - 852 55.2 - 51.5151.6 - 47.2147.2 - 44.0144.01 - 38.7 35.7 - 36.9 38.9 - 35.0 36.0 -76.0 70.0 -73.7 70.0 -70.1 70.0 -59.2 89.2 -58.5 58.5 -63.8 53.8 - 50.1160.1 - 45.8145.8, -37/ 37.7 -38.2 382 - 34.3 34.3 -76.0 70.0 -72.4 70.0 - 88.9 88.6 - 43.0143.0 -90.0 -43.5 -75.0 -90.0 -42.2 70,0 43.5 70.0 -90.0 70.0 -79.9 -41.0 41.0 46.0 -75.0 70.0 -75.0 70.0 - 89.3 89.3 - 55.3 86.3 46.0 -41.4 41.4 -40.3 40.3 70.0 -75.0 70.0 -75.0 70.0 8 -38.8 -76.0 60.6 38.8 70.0 67.8 57.6 -54.7 54.751.9 61.9 - 48.1148.1 - 43.9143.8• - 37.6 37.8 -38.1 36.1 - 34.3 34.3 -78.0 70.0 -72.3 70.0 -68.5 88.5 41.9141.9 70.0 -90.0 70.01 79.6 70.0 -89.1 M9.11- 85.1 65.1 -80.5 80.8 -57.4 67.4 -54.8 54.6 -81.7 51.7 -48.0148.0 - 43.6143.8 42.2 - 3 8 . 7 39.71 43.8 43.8 - 40.4 40.41- 392 39.2 -37.7 37.7 - 35.7 38.7 - 35.6 35.5 - 33.7 33.7 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.01 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -87.4 87.4 - 41.8141.8 -90.0 70.0 -90.0 70.01 -77.1 70.0 -87.3 87,3.(- 03.3 83.3 -59.1 59.1 -55.9 65.9 -53.0 53.0 -50.0 50.0 - 48.3148.3 -42.8142.8 - 40.8140.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or 'Or & "XIX" UNEQUAL UTE WINDOWS GLAZING OPTION: D. 7/18" LAMI (3/18"HS,.090,3/18"HS) TEST REPO FTL- -3680 ALL "COX" SIZES UP TO 134" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH AND ALL "CO" ar "OX" SIZES UP TO 97" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 00" MAX. FIXED WIDTH I -90.0 70.0 TABLE 12A "XO" or "Q)L• •& •)t r ;NP•4U TE7VI 3Orit • TEST REPORTS: FTL -3580, FTL -4807, F114-4508 GLAZING OPTIONS: D. 7/18" LAM/ (3/16148,.090,0/18"H$) 0.13/48" LM/ (1 /BS'A,A E,�IR GPft '16" LAMI -W/ 3/18"HS,.090,3/18 "HS) ALL "XOX" SIZES UP T0134" WIDE x76" HIGH WIYFi37" I ' C.1i NtWI TF AN i3 MA)C =ICED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HI6id WITdi1487r MAX W5 DT D 004MAX. FIXED WIDTH I -58.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" 534 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURIMIB LI&*WD TO 811.6 P.B atf71411r yaw F IC 3125103 ADD li1ASS TYPE ETO TAME 11• _ • • • Aft 7/10/03 6/23/05 72/17102 Mmkrtalfm C MOftw cmaaeer: 1 JD IECNNOt701RTRAVE NO CHANGE THIS SHEET • • • • • •Abrc0M,9I1. 34274 • • CHANGE ANCHORS AND ADD 70 " HEIGHT OPIION P.O. BOX 1629 two NOX04419. F1-34274 • Visibly Bauer 0 X UNEQUAL LITES X 0 UNEQUAL LITES O X UNEQUAL LITES PRESSURES- UNEQUAL CONFIG. X0, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT s"x.nwwe CA -740 NT$ spec lava""rva 9 " 13 7046 -8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Luoss A Tuner, P.E. PE 036201 Me"haNaal MAX. VENT DAYLIGHT OPENING LJ (SEE SHT. 3) J 7 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A, 'it 4116 REFERENCE "XO° & °XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) BCD Q HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SE HT. 3) REFERENCE "XX° FRAME ASSEMBLY DETAIL, SHEET 11 MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) Dae FX 3/2803 saw es FX. VERTICAL SECTION OPERABLE UNIT • • • ,a • • • • •• • • • • • • • • • • • • • • • • • • • • VL ' TICRI. SLIMYf • FIXED UNIT • • • • • • • • • • • • • B ADD 15'1rLG. GLAZING BEAD ITEMS SHOW TOY HINGE • • OHO SHE NO. REF AND ADD ITEM 89 7H0/03 Nelleam c Rawe•s • 8?3/05 Rawa1> D HORIZONTAL SECTION - XX MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) - HORIZONTAL SECTION - X GOO • ■ • • • • FJ Dab: 12/17/02 00 400: Dab: • • • • • • • • 11/BAEOHNO160i7RNE •NOK0 86, FL14275 P.O. BOX 1318 NOKOMIS, FL 94274 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • ••• • • SECTIONS Visibly Better ALUMINUM CASEMENT WINDOW, IMPACT °c.rwnc aece �aac a®dret0 cev. OA -740 NTS 10 a 13 70454 D 1 Zr,/ r Lucas A Tama, P.E. PE 858281 Mechanical FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME 'ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 8063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB °X0" & "XOX" FRAME ASSEMBLY DETAIL #8x1 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.ASSF,{+ABLY DEJAIL• • • 9Y: 3!73/03 Dabs 7 /t0A13 3123103 2/17/02 NO CHANGE THIS SHEET 0 • • • • •• • NO CHANGE TH13SHEET Paatehma D ADD 1TEM89 aY cur • • • • • •• • • • ••• •� • • Dt'If onus, 1. ra P.O. BOX rate NOX0411B. FL 34274 Visibly Better 1.376" .095" - CASEMENT BACKING PLATE MAT'L: 8063 -T6 DWG# 7071 1 .434" 7 2.854" .062" NOM. 1.159" 2.139" ( 5 )SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. -� — 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A .062" NOM. 2.919" 2,784" FRAME HEAD, SILL, JAMB MAT'L: 6083 -T6 DWG# 7002A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Dmeipeat EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT suet amir sG "' 0A-740 NTS 11 « 13 7045 -8 E'f12'1, Lucas A. i;anee, P.E. PE #58201 Mecha"k"I PARTS LIST ITEM ITEM DWG 11 POT. 8 DESCRIPTION 7025 1 7002A 74 MAIN FRAME - DEAD, SILL & IAMBS 2 1135 781 PQA #8 X 1 QUAD PII SMS #8 X .750 QUAD PN SMS 3 7008 FRAME CORNER KEY 81 4 781PQA #8 X 1 QUAD PN SMS 1/2"X72 "X118" CLOSED -CELL FOAM TAPE 7010 5 7003A 83 SASH -TOP, BOTTOM & SIDE RAILS 6 1153 78IPQA #8 X 1 QUAD PH SMS GLAZING BEAD (13/16 " LG.) 7 7017 6701711 BULB WEATHERSTRIP .187X.240 (2) LTIES OF 1/8 "11S GLASS WITH A74.090INTERIAYER - SOLUTIA OR DUPONT PVB 8 7009 13/16" SASH CORNER KEY 3116A & 3/1611S GLASS WITH AN.0901N1'ERJAYER - SOLUTIA OR DUPONT PVB 9 7024 13/16" MAXIM MULTI -POINT LOCK , 3/1605 & 3/161I8 GLASS WITH AN.090INTL+RLAYER • SOLUTIA OR DUPONT PVB 10 7026 67071 LOCK SUPPORT PLATE 11 #10- 24XS62PIL FN. TYPE F 12 7014 MULTI-LOCK KEEPER (RM. & L"II.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 48-32 X 375 PH. P14. TYPE 0 21 7032 STUD BRACKET (LE &R.H.) 22 7858ZA #8 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" BINGE (HEAVY DUTY) 26 710x12FP #10 X .500 PH. PIE. 30 5/16" LAMINATED (1/8A & 1/8I1S GLASS) .090INTERLAYBR - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/8I1S & 1/811S GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3 /16IIS GLASS) .090INTIIBLAYER- SOLUTIA ORDUPONTPVB 33 7/16" LAMINATED (3/16115 & 3/1611S GLASS) .090IN1'ERLAYER • SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16 ") 41 7042 GLAZING BEAD (7/16") 43 1224 6TP247 VINYL HUES WSW (THICK) 44 SILICONE "DOW CORNRVG 899, 995 OR EQUIV. 45 PARABOND — 46 1634 61631 SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1633 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSIW/B #8 X .500 SQ. PN. I0*K ST•SI • • • • • • 67 7004A 67004 CASEMENT R&M ASS"Y.'111BE• •.• • ♦ • • 68 712X1PPI #12 X1° PH. PHILAFEK. • •41 69 7011 LOCK SUPPDX1 ' E • • • • • • • •• 70 7012 LOCK SPACER 71 7019 711573 SNAP-ON T- ILANDLEKNOB 72 7018 7FLDHD FOLDING HANDLE • • •• ••• PARTS LIST CONT. ITEM DWO 8 POT. it DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE. LOCK KEEPER 73 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16 " LG.) 13/16° I.G. GLASS (1/8"11S, AIR SPACE, 5116"IAMI) 5/16" LAMI" (2) LTIES OF 1/8 "11S GLASS WITH A74.090INTERIAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1/8"1-1S, S, AIR SPACE, 7 /16 "LAMI) 7/16" LAW 3116A & 3/1611S GLASS WITH AN.0901N1'ERJAYER - SOLUTIA OR DUPONT PVB VI 13/16" LG. GLASS (1 /8"HS, AIR SPACE 7/16 7/16" LAME ffi 3/1605 & 3/161I8 GLASS WITH AN.090INTL+RLAYER • SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) •• 0 • .706" .050" i rir .865" t 0 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 • ••• 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 3/78/03 d 710/03 Calm 8178108 Oft 12/17/02 • • • • • • • • ADD 131f8° 1.9. GLASS IL &Aare 88 1 070 0D • • • • T(CIB• •i'DRII• • NO CHANGE THIS SHEET • • • • • •NOKOMW Ft44275 • •• • • ADD EQUIV. 701714144, SILICONE AND ADD 17E1887, 88 AND 89 0 P.O. Ra tan • a NOKOMIS, F3.34274 -r Vlsib& 993" .289" .040" — .172" .870 - , _II.050" f'— .569" O13/16" GLAZING BEAD MATL: 6063 -T8 DWG# 7047 1.124" .125" .062" A INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 ZOSIXtrairledSfID • P e 2.701' .093" 0 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T8 DWG# 7004A ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • ALUMINUM CASEMENT WINDOW, IMPACT se. 4. ar"nn"mro + 0A-740 NTS 12 13 7045 -8 Lucas A. Tuner, P.E. PO 908201 Mechan0Del A 2x WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM r ASEE NOTE 2 ; / I ! 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK lx WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --► A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -1 I�- ASEE NOTE 2 I I . SEE NOTE 4 �� n SEE NOTE 4 114" MAX. SHIM ASEE NOTE 1 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1/4" MAX. SHIM ASEE NOTE 1 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 1 A SEE NOTE 4 „I 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 1.1/4" MIN. FIXED UNIT FRAME TO CONCRETE r ®E 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 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DAM! COTJR:Y,IJW ii1/41Sc .Er/S44/14" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. • • • • • • • • • 3. WOOD BUCKS DEPICTED IN THE SECTIOIrS,ON IIIISN3 AA BOQKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED urre cTLY•rO 90LI19 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 JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUjRF•DJOI'� INSTt1! AN .- S OUT814 EOMIAMI -DADE COUNTY. 44444): Usk: Womb= s • • • • • • • • • - .�..... F.K 5!23103 S NO CHANGE MIS SHEET • • a RR. Rem Ex F.K er. F.K. 710103 ADD Doke 12il7/02 C NO CHANGE THIS SHEET • • •• • • l • aevt D REVISE NOTES AND REMOVE 3H6 TAPCONS d 014 SCREWS aoakel L 7p OR • • T�K 2>8 • P.O 1104 1629 NOKOMIB, FL 34274 aeltkier REYprsa sea** OEMs ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Vielh& Better CA-740 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A [I/=z f /ace- Luca A. Tumor; P.E. PE 1438201 Meohanloal MIAMIt BUILDING CODE COMPLIANCE OFFICE (BCC()) O C 1 '' PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 vaS -2g03 This NOA is being issued under the applicable rules and regulations governing the use of The documentation submitted has been reviewed by Miami -Dade County Product Con by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and o 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 esting- 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 Hifgl•Verocity bIlittitane Zone of the Florida Budding Code. •••••• • • • • DESCRIPTION: Series SWD -101 Outswing Aluminum French Door- Impact •••••• • •••• • • • APPROVAL DOCUMENT: Drawing No. 971, titled "French Door X, XX ", sheets 1 thrlively 4 of 4, itrepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami -Dade County PMctin Couto], • • • Revision Stamp with the Notice of Acceptance number and expiration date by the Miami DhOerounty Prodict Control Division. •••••• MISSILE IMPACT RATING: Large and Small Missile Impact • • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cily, •sfate ands; . • 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 purses shall autonxatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01-0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. •••- • • •••• NOA No 02- 0701.12 Expiration Date: November 22, 2006 Approval Date: duly 12, 2002 Page 1 • • • • • ••••• • • 00000 •••••• • • • 000000 • • 000000 37.500 "C 71.750 MS 7 1/2" 7 1/2" 95.750 95.750 / \ // \\ fj/ \\ / \ / \ / \ / \ / \ ■ 2 POINT / LOCK g OPTION LARGE MISSLE IMPACT DOORS • 1 GLAZING: .401 .464 LAMINATED W/1NTERLAYER (MONSANTO OR DUPONT) CONFIGURA 74 X( 3. DESIGN PRESSURE RA77NG: Jo) .464 LAM.: +75 P.S.F. -75 P.S.F. 3b) .401 LAM.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: MAX 7 1/2" FROM CORNERS (HEAD & SILL) MAX. 5 l/2" FROM CORNERS (JAMB) MAX SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT 171 -2241 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET 3 OF 4 1 I 7 1/2" -..I SEALANT ON FRAME CORNERS & PANEL CORNERS PRODUCT RENEWED Acarnwes eio C2 - c5Li 11'O'4 miIRATION DATE No+®.Ntte 12, 7nob 13y L,— WNO coN *t.DIV)iON 6t71Dfto cote cOMpp 4t OY?ICE Serlea /Motek SWD -101 D.B. W16/98 • • • i "•• • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • 71.750 EXTEIJ10R SPASM ROUGH OPENING SEE SHEET 3 FOR ANCHORS 1.750 ROUGH OPENING ROUGH• OPENING DAYLIGHT OPENING 3.000 1.480 HORIZONTAL SECTION 1.272 1.479 4.000 1.750 95.750 93.625 PRODUCT RENEWED ACCErrN)QENo. tSt.:pq'1• b' E7ff1M11ONQATE •oseLf*it2Z)2nod py 1Skeg MADAM QOµytCEO1NCE 4.000 EXTERIOR t !7/110 Chi rtw °etlMO D.B. ti' 2/16/98 ... • • • • • ••.• • • • • • • • • • • • • • • • ••• • • • • • ••••: • .• 4,410 . • •• .• • ••• • • seduAI de: SWD -101 ft=wom French Door -- Elevations.. INDUSTRIES POT NO: •ENOOR NO: seen: SiIe*E Omrkp No, 3/16 ANN. r 1 kI i .2$0 I- 1 -11 SPACE ham- 3.000 . l ' OR .so!'Ld oN 1NfE'AtA1E8 OESIGN PRESSURE RA77Na:.t60 tart, O u 4 ` lff j3 POINT LOOK ASSY< 2 POINT LOCK ASSY, CL CD i4• • • • • • •• g 4111, _ • • • •q • rdterl 2 pt. lock Info SWD --101 sEE.3 ONE DES IN PRgSSURE RAAN&: 3.78 pert, , a. • ••• • • • •T••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• • • ••• • • r. . 4: • • eft r/r WON TYP. HEAD lls +�roiuo ir3 +-.a 1– TYP. JAMB 112 Few TYP. HEAD r /4• ® kdr jodo000 TYP. JA•@ occur ifter n raw IILr LAW TO OM& ITEM 1 DESCRIPTION V.T. # QTY. /DESCRIPTION VENDOR VENDOR to •fir , • , [ � ca� % ? F3it� F = WA FON ECM 3-4Err: ootla•!.p3M11111111111r43FlINIII wdif7 3, M101 4 x 071[41,7 ;a71L'NOW T1 MWTHMA♦IIY.W. l`3►1 gTO-1#� IFFWACWIRLAKIt'reci. door o • & bo . roi11♦WNVIE: ,,, .,, .:' it ilF.M4.11. 110.�x 't1111111111111111F.;1.`I►Jm =Lire. Li7,tI! 3rze taitatzmagr£'l ►� Y.Z�T i MI Ertair l 4� rwr►W7aa1111110111•1■l��i� itinit Pia[r EI :FYIAMINIMMIBCUMIN" twill L +rkiX 71 *-111111•11t;i► HININ Ina G7Inii4T- EFlfl+2 �# ,L7• It?lrF fi1i=AFX(•'c a 171 712– Mcf7l ['L�.,I!;�, ^'CbT3:1 IFT411 :6 11ELF4 } Xrt:t c1' ±1 7:11 , - )r'' ., , "AItieJi 'iii .- Jt 4 'Ibi RiCAII E it VIIIIf'.Iti :/0777 at 1 17;re3i?T i u Cit.0 ratrimeteap.Ji ommom Z3P•Lti'I011- 1af71P/71 .'li#.'3 7A1111111111111.1MaT' OIL3AT1M WiJCall IF i✓ NANVI 7PBE•M IMIJEK11111711 MML1i;[+i7.9+FXit Ili1111111111111011111111111 F '- C 11I 4111NWT IkaSTI ..Y 7L 'rim I • + rltVaiC:3f11nirr7Z7:111M �LaYiawllil+ /FKIL n4111111 + .;I7�•7a r%n.+'7atQV rt�s13i7:`I + e FT.>t! f7fX1Zw7 +P. r. oMMIllG!`i1,If'fix 1 F ∎3171a;64WIsr•1�7 e'I &W. iFltl M714 •It c,+[ KgX6 F2► . I1[[7ri�i I LVlIItL'eill:'1•Is j [it1!41w EMI WEINE _+.CIGT+ F1 t +.I: 111111 'Rr'f477Tf7f)i1/.r• IMOr +Iw atei,'.7Ti7�tiPrt1 iFltrllW1�TTf2 i?) 4T �7. [ZIP PAWL* ' ;- 4ii , Fli±i[T,iiLC7271<t3tL•") - o mown IVAIFIG3 tf:i$wlr — IMINIIIIIII *IA CAU107.21172V/AVAIIIIIIIIIIIIINININ 111111111111111111 !kJ 3in!Rr71 :.: _ MPS 1.•g'•NrilliWOMIGPII MIT Ii1WINICIIIIIIIIIIIIYAMAII •• ••• •.. • • • • •• OOOOOO • • • •• • • • • • • • ) ' • od4ied 2 pt lock Info • • •• • • .fh/gA..:. : ••• • • • •• • •• **tat. 4.40, • Chko' it" rats: • brew �' B. Date: St i*'urM' D. 2/16/98 [ICZii3nT'Tri) i'Rt3C"1' REN,TIN&.rs Aerepissal p z Xcrrrrowsti.4A- 04 VI. 'OM 1' itspltanos Debt WTh'.T2ON PAT? Meaer44474.2zi 2eD(, e Mike rn x • rew.i. urw 116 o.. h 1 r•* Alathe SWD -101 1 070 Technology Dr. Nokomis, F7. .34275 FT IN USTRJES French Door — Anchorage B.O.M. pct No: moo N0.• *dm 4 er4 971 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• •• • • •.• • • •• • • • • • MIAM3 COUNTY i 9 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) . PRODUCT' CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing materials. The documentation submitted has been reviewed by Miami -Dade r , n. • 1 Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami D .:. . . ty and o w er areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Mimi i o , . . ntxol Division ('In Miami Dade County) and/or the AHJ (in areas other than esery .., right to have this product or material tested for quality assurance purposes. If 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 IMAl IDADE COUNTY, FLORIDA DA METRO- DADEFLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 www.bnildinneodeonlin e.cotn LOS (I--.2603 Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SH -7o0 Aluminum Single Hung Window - L M I, • APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Windtiw, l9npact; ` glieeets 1 through 11 of 11, dated 9/1/05, with revision dated 1124/06, prepared. by PGT industry,' shed and Waled by Robert L. Clark, P.E., the Misrni -Dade County Product Control ' "" bearing ty Approval s% with the Alice of Acceptance number and approval date by the Miami -Dade County Product Control ' Ton. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name onok: city, staWoatid following statement "Miami Dade County Product Control Approved ", unless othervi senoted here +. RENEWAL of this NOA shall be considered after a renewal application has been fled and there ruts iiregn no change in the applicable building code negatively affecting the performance of this product. . • •: • . • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user byxbe manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • .. • • • • • • • • • • • NOA No 054018.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 Page 1 • • ]'GT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I• Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact", dated 9/1/05, with revision A dated 1/24/06, prepared by POT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS I. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of Aluminum Single Hung — Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No.141'L- 4645, dated 08/11/05, signed and sealed by Edmund() Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, inc.,,Test Ripor; No. 1 TL -4647, dated 08/11/05, signed and sealed by Edmundo Largaaslytda, Paw ... . • 3. Test reports on 1) Uniform Static Air Pressure Test, Loading TASS28Z•44 • 2) Large Missile Impact Test per FBC, TAS 201•-94•• • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS2)F 94 • • along with marked -up drawings and installation diagram of an 4144Inum SingJ.Hung Window, Impact, prepared by Fenestration Testing Laboratory, 1.14 s rest Repe•No. FTL -4648, dated 08/10/05, signed and sealed by Edmund() Larg 4? 4ia, P .E. • • • 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201'94 • • • • • •• • 2) Cyclic Wind Pressure Loading per FBC, TAS'2Q3-4 .... • along with ma ked-up drawings and installation diagram of Aluminum Single, gag Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. F IL- 4649, dated 08111/05, signed and sealed by Edmund° Largaespada, P.E. 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Al Single Hung • • E -1 ue1 P ..E. Product Contro • r NOA No 1 1018.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 1rrL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 6. Test reports on 1) T Argo Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared. by Fenestration Testing Laboratory, Test Report No. 117L- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 7. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 1'L -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 8. 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 Alnm num Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. Iri'L- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FgC- 2tX)4, prepared by PGT Engineering, dated 10/12/05, signed and sealed by Robert„I„X .ark, P.'1:... • Complies with ASTM E1300 -98/02 • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Of&ce (BCCO). E. MATERIAL CERTIFICATIONS • • • 1. Notice of Acceptance No. 05- 1208.02 issued to E.L DuPont DeNemours for:p3Pont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. • • • • • Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solent,. •••• • • • . .... • .... • •• • • • ..•. • • Iuteriayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Letter from the consultant, dated December 15, 2005, stating that the alu { t is in compliance with the Florida Building Code (FBC). E -2 ue1 Pe '.E. Product Control ems, _ , er NOA No 05- 101$.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 GENERAL NOTES: IMPACT SINGLE HUNG WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/18" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 118" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/18° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716' LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7118" LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/18" LAMI 10: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/18° LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 518' 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/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/18° LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN 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. J. 13/18" LAMI ID: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18° LAM 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16° LAMI ID: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7118" LAMI CONSISTING OF (2) UTES OF 3115" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W1 LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCE TEST REPORTS: FTL -4845, FTL-4848, FTL-4847, FTL -4848, FTL -4849, FT 4880, FTL-4651 AND FTL -4723. •• ••• • • • • • •• 8. SERIES/MODEL DESIGNATION 8H700, ALSO REFERRES T® ASSITY01• • • • • •• • • • • • • • • • • •• ••• •• • • • •• tam flew brbod tor ftabbax rfinkrkrtst BsevINY Or 91/03 F.K. F.K. 1/24/#8 A • • •• ••• . •- • • • • • • •• •• • • • • •• • • • • • •• • M • ADD FIL•4723 TO NOTE 7. • . maw?* tkr J.J. 10/10105 ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • •• • • • • • • • • • • • • •• •• • ••• • • • • toetTEONIIMOGY WIVE 111OKOMPS1'1.342 /8 • • P.O. B9" 1828 NOKOM8. FL 84274 • PcT I-77ib& Batter GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 pro ed al ceutl+iytu mftb II N"1 8HT00 NTS 1 b 11 4040-20 Robert L GIaIt P.E. PE #39712 Structure 1/2" NOM. GLASS BITE 83,84 or 85 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1 1/8" ANNEALED OR HEAT STRENGTHENED GLASS r 5116" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1/2" NOM. GLASS SITE Gj EXTERIOR INTERIOR* (ALL SECTIONS) 3(16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE rt -4- --118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1 ANN D OR NEAT STRENIGTENSI LASS LAMINVO AIP.sPACC• • • • • • • • • • 1(�° F1EAT11:712N 3TRENED!SLABS • • 19/8° NOM. • • • • • • • I/24108 mm 9/1/05 13/16" LAMI IG GLASS W/ 5/16" LAMI naotelats Raeb•n: A code By J..l • • •. ••• • ••• ' • • • • • • • • • • • • s 101190HNOLOOY DRIVE • • • • s voiscr eL 34275 • • • • • NO CHANGE THIS SHEET • e• • • • 10/10/05 • P.O. rOX 1Mer NOXOM•8 RL34274 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB 1NTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" NOM. 13/16" LAMI IG GLASS WI 7/16" LAM( Alp7med romIWyl"0 with co. IRad la ItnkAeg Caw F T Visibly Metter GLAZING DETAILS 7"k ALUM. SINGLE HUNG WINDOW, IMPACT 98700 Full mow. 2 m 11 I 4040-20 ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • • •• • • • • • • • • • • • • • •• •• 4 z Robert L Clark; P.E. PE 030712 Struatural 111 WINDOWS WITH HIGH GLASS TYPE SILL OPTION TABLE 1, WIND � � HT WID Ham- 44" 60 5/8" 8W 03" 76" 26" A,B,G,H +60.0 -80.0 +80.0 - 80.0 +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 32" A,B,G,H +80.0 - 80.0 +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 +68.1 -56.1 37" A,B,G,H +80.0 -80.0 +80.0 -80.0 +74.4 - 74.4 +69.6 -69.6 +67.2 -57.2 40" A,B,G H +80.0 -80.0 +80.0 -80.0 +68.0 - 88.0 +83.3 -63.3 +64.0 -64.0 44" A,B,G,H +80.0 -80.0 +75.8 -75.8 +80.5 - 60.5 +67.4 -57.4 +58.6 -58.6 48" AJ3,G,H +80.0 - 80.0 +88.8 488.6 +66.6 -58.5 +53.0 -53.0 +53.5 -53.6 831/8" A,B,G� H +80.0 - 80.0 +83.4 -63.4 +52.0 -52.0 +47.9 - 47.9 +48.3 -48.3 UP TO 531/8" C,D,E,F,I,J,K,L ALL HEIGHTS TO 78" HIGH +80.0 -80.0 "0" MEETING RAIL "X" STANDARD VIEW AND RADIUS GLASS TYPE TOP WINDOWS WITH HIGH SILL OPTION TABLE 2. WINDOW HEIGHT OVER SASH HEIGHT 29 3/4" 38 3/8" 44" 80 6/8" 83" 72" 74" 78" WIDTH 12 15/18" 18 3/8" 18 5/8" 21 6/16" 28114" 29 13/18" 30 5/8" 31 7/16" 26" A,B,G,H +70.0 -70.0-1 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70,0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 32" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +87.8 -57.6 +58.1 - 68.1 +68.8 -66.5 +56.2 -56.2 37" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +58.0 -58.0 +51.3 -51.3 +50.0 -60.0 +48.6 -48.8 40" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +87.6 - 87.8 +54.2 - 54.2 +57,7 -57.7 +68.1 - 56.1 +54.7 -54.7 44" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +60.2 -60.2 +49.8 -49.6 +53.7 -53.7 +52.9 -62.8 +51.7 -81.7 48" A,B,G,H +70.0 -70.0 +70.0 - 70.0 +88.3 - 88.3 +68.3 -56.3 +46.1 -45.1 +49.5 -49.6 +48.6 -48.8 +47.8 -47.8 831/8" A,B,G,H +70.0 -70.0 +70.0 -70.0 +81.4 - 81.4 +81.6 -51.8 _, +40.8 -40.8 +44.8 -44.6 _ +43,8 -43.8 +42.9 -42.9 UP TO 531/8" C,D,E,F,I,J,K,L ALL IIEIGHTB IS 78" HIGH +70.0 -70.0 - USTOM -r • D RADI11Ift+I GLASS TYPE 2a/bi!iltiil icllf .Il;I,IPI'.URCV41C�Ii111111111.MI WINDOW A. 5/16" LAMI - (1/8" ANNEALED,.090,1/6" ANNEALED) HEIGHT WIDTH 50 sir 80" 83" 70" 40" D,E,J,K +70.0 -70.0 +70.0 -70.0 +70.0 -70,0 +70.0 -70.0 44^ D,E,J,K +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +69.4 -69.4 48" D,E,J,K +70.0 -70.0 +70.0 -70.0 +69.6 - 89.6 +63.2 -63.2 63118" D,E,J,K +70.0 -70.0 / +67.2 - 87.2 +62.9 - 82.9 +57.2 -57.2 UP TO 831/8 "_ F,L ALL HEIGHTS TO 78" HIGH - +70.0 -70.0 "O" MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8" ANNEALED,.090,1/6" ANNEALED) FTL -4847, 4848, 4723 A B. 5/18" LAMI - 1/8" ANNEALED .090 1/8" HEAT STRENGTHENED FTL -4647, 4848 C. 5/18" LAMI - 1/8" HEAT STRENGTHENED .080 1/8" HEAT STRENGTHENED FTL -4647, 4848 D. 7/18" LAMI - (3/18" ANNEALED,.090, 3/18" ANNEALED FTL -4845 FTL -4645 E. 7/18" LAMI - (3/16" ANNEALED,.890, 3/16" HEAT STRENGTHENED) F. 7/16" LAM! - (3/18" HEAT STRENGTHENE0,,090, 3/16" HEAT STRENGTHENED) FTL -4645 FTL -4846, FTL -4846, FTL- 4646, 4651, 4851 4661 4880 � 4723 t�l. G.13/16" LAMI IG - 1/8" HEAT STRENGTHENED AIR SPACE 5/16" LAMI - 1/8" ANNEALED .090 1/8" ANNEALED H. 13/18" LAMI IG -1/8" HEAT STRENGTHENED AIR SPACE 6118" LAMI - (1 /8" ANNEALEb, g80,1 /8" HEAT STRENGTHENED 1 13/16" LAM! IG - 1/8" HEAT STRENGTHENED AIR SPACE LAM( - (1/8" HEAT /8" HEAT STRENGTHENED) +8/18" �S•T;RENGTHENED,.090,1 J. 13/18" LAMI IG -1/8" HEAT STRENGTHEN - • i�,IR %13 7/ r -," 16 : ► YJ�LED .090 3/18" ANNEALED FTL -4648 K. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED AIR S" AC . PM" ,-:.ii, - Sl 6•ANTJEALED .09013MS" HEAT STRENGTHENED FTL -4649, FTL -4849, 4850 4850 L. 13/18" I.AMI IO -1/8" HEAT STRENGTHENER, AIR S - 47/ " ' _ ( 1 • HEA $TRENGTHENE0,.090, 3/16" HEAT STRENGTHENED) NOTE: WINDOWS WITH THE LOW SILL OPTION ARE UMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. • • •• • ••• • .• ••• e"d"r dad aeuAmc • • • • • • • • • • • • • • • • • • • • • • • 1 • YDRryE Pica", • • •N07tl • • P.O.80),•18 NKOMIS. "L 34274 nevadar. Thaw • • • • • • wwaer. F.K. F.K. mar 124100 x/05 ryA ADD FTL- 4723TOOLMnYPE9A AND G. • oftree ter tma J.J. 10110/06 Visibly Better DESIGN PRESSURES reb ALUM. SINGLE HUNG WINDOW, IMPACT 000 MEETING RAIL "X" J SASH swan NTS 3 m 11 4040 -20 Robert L Clark P.E. PE 1138712 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f SEE DL0 TABLE SEE DLO TABLE (MAX.) 531/8" MAX. WIDTH (ALL) r49 5/8" MAX. FIXED 01.0 (ALLI �'I 0 38 /16" MAX. SASH HEIGHT 76° MAX. HEIGHT 481/4" MAX. VENT D1.0 (ALL) DETAIL A SEE DLO TABLE SEE DLO TABLE f 6' DETAIL D VIEW (CUSTOM SASH) 78" MAX. HEIGHT —.1 20° SASH HEIGHT •• ••• • • • • • • A SEE DLO TABLE 0 SEE DLO TABLE fi SEE NO 4 DETAIL 6 VIEW (STANDARD SASH) 76" MAX. HEIGHT E`1 DETAIL E RADIUS TOP (CUSTOM SASH). • • 0 •• NOTES: • • • 1. SEE SHEET 5 FOR VERTICAL AND HORIZONtAL StC1 ON DttAILS? 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SEE TABLE 2, SHEET 3 FOR STANDARDASH TIGHTS. e • ••• • • • • • t • 0 • Redd sy Rend ar a 1x *mete, F.K. [Iola Vats: 1/29106 wddanc A a ar. ado: • • • • •• • •• • • • •• • • • • • • • • •• NO CHANGETHIB 3�E•E7' F. K. 9/1/05 J.J. 10/1010 6 • • • • • • 0870iECHNO►OOYDRIVE • NQKOMIB•b"•34218 • P.O. sot 1826 NOKOMI$. FL 34274 IP T t'7 /blr Dew SEE DLO TABLE SEE DLO TABLE NO 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL men WE LOW SILL HIGH SILL A 34 1/2" 34 3/18" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/18" E 52 1/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 34 1/2° 34 3/16" B 27 7/16" 27 1/8" C 27 7/18" 27 1/8" D 16 3/8" 15 3/4" E 18 3/8" 153/4" TABLE-5. 76" MAX. HEIGHT ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT 94700 NTS 4 d 11 4040 -20 OL Robert L. Clark, P.E. PE 6'36712 Skuoiural ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • •• •• • • INSIDE BALANCE PARTS USED ON SASHS >40 185 14 & MAX. FIXED LITE • DAYLIGHT OPENING 2.710" MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A OUTSIDE BALANCE PARTS USED ON SASHS 440 LSE; MAX. HEIGHT OUTSIDE MAX. VENT DAYUGHT OPENING INSIDE NOTE: ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED 6" FROM EACH SIDE OF VENT. 2.330" (LOW SILL) • •(SBE�N!)T@!) • • • • • • •• • • • • • • •' . • taIRAt i • • • ONLY • • • SECTION B-B (LOW SILL SHOWN). • Fit tramattp F.14 tta9/1V6 • • • • • a"adanr • • • A NO CHANGE THIS SHEET a ,asy. bow J.J. 10110105 ALTERNATE HIGH SILL ••• &971OTECHNOLOGY DRIVE • OPIOMO14-24275 • P.O. EtX 1520 NOKOMIS. FL 34274 • SECTION C-C RADIUS TOP (HEAD DETAIL) SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT L'1rilil�� Ba SMn0 j Half ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • aremrm 5 11 4040-20 1 A • =ISC•;CJ. - , -. K04 Wort L. Clark. P.E. PE #397t2 Structural ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612228 2 1156 #8 X 1,000 QUAD PN. SMS 781 PQA 3 40030 FLANGE FRAME SILL (LOW SILL) 812228 5 1826 ADHESIVE OPEN CELL FOAM PAD 7PAD1826 6 4004 7 4025 FLANGE FRAME JAMB SASH STOP (ALUMA -TILT) 812227 812244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 CALDWELL ALUMA -TILT BALANCE, 5/8" 10 1080 BAL. COVER, RIGID VINYL, 5/8" SBALCVR916 11 #8 X .750 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 13 1086 SASH TOP GUIDE, 5/8" BAL. 7BALTBKT 42504 14 4029 -1 CALDWELL ULTRA -LIFT BALANCE, .570" #8 15 x1 PHILLIPS FLAT HEAD S. STL 78X1FPAX 16 1080 -1 .670 ULTRA-LIFT BALANCE COVER BBALCVR870 17 4053 SASH STOP COVER (ULTRA-LIFT) 84053 18 4029 -1 SASH BRACKET • 7ULBRKT 19 #8-32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 20 1080 SASH TOP GUIDE, 11/16" BAL. 42805R & L 21 4054A FIXED MEETING RAIL 84054A 23 40080 SASH TOP RAIL 64006 25 1236 WSTP.,.170 X .270 BACK, FIN SEAL 67S160 28 1088 SWEEP LATCH 71096 27 1018 #8 X .625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 012230 30 1228 WSTP., BULB VINYL BTP249 31 4008 SASH SIDE RAIL 812231 34 1288 SASH FACE GUIDE 42501 35 1822 LAMI SETTING BLOCK 3/32"X 25/64" X 1" 71622K 38 1062 LAMI IQ SETTING BLOCK 1 "X 3/4" X 1/18" 71062K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1226 VINYL GLAZ. BEAD BULB (THIN) 8TP248K 41 40398 GLAZING BEAD, 5/16 LAM. GLASS. 640390 42 40448 GLAZING BEAD, 5/18 LAMI W /GRILL KIT 044703 44 4222A GLAZING BEAD, 7/16" LAMI 64222 45 985C GLAZING BEAD, 7/16" LAMI W /GRILL KIT 6985 4087 GLAZING BEAD, 13/18" LAMI I.G. 64067 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 56 1830 SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY•V7/11IN • r • •- • t• 61014 71630 57 1831 68 1073 SCREEN CORNER KEY'V)(OUT FI /0S• • • • • • a- • SCREEN SPRING • 71631 7CASP 59 1624 SCREEN SPLINE - .136t1rA. F • • • • • • • 01824K 60 1835 SCREEN SPLINE - .136 DIA. HARD 61838K 61 SCREEN CLOTH 61810 Rata br Irmo • •••• • • • •• • • NO CHANCE THIS SHEET 70MOA15 mud Dr F.K. Avon dr F.K 1 9!1/05 Pa,ld"ve A i+ aef J.J. • .• ••• • ••• • •• • • • • •• . • • • ITEM DWG./! DESCRIPTION PGT# 63 505 GLAZING CHANNEL (.888 X.500) 8533402 64 1161 #8 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X 1/2 - 7/18 LAMI 626V1610 68 4051A SASH BOTTOM RAIL (HIGH SILL) 84051 89 4050A FLANGE FRAME SILL (HIGH SILL) 64060 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A. GLASS 5/16" LAMI, 1/8 "A,.090 PVB,1/8 "A) 81 8. GLASS, 5/18" LAMI, (1/8 "A,.090 PVB,1 /8 "HS) 82 C. GLASS, 5/18" LAMI, (1/8 "H8,.090 PV8,1/8"HS) 83 D. GLASS, 7/18" LAMI, (1/8 "A,.090 PVB,1 /8 "A) 84 E. GLASS, 7/16" LAMI, (118 "A,.090 PVB,1/8"HS) 85 F. GLASS, 7/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) 88 G. GLASS, 13/18" LAMI 10;1/894S, AIR SPACE, 5/16" LAMI, (118 "A,.090 PVB,1 /8 "A) 87 H. GLASS, 13/16" LAMI IG; 1/8 "HS, AIR SPACE, 5/18" LAMI, 1118 "A,.090 PVB,1/8 "HS) 88 I. GLASS, 13/16" LAMI IG; 118 "HS, AIR SPACE, 5/16" LANIL (1/8 "HS,.090 PVB,1/8 "HS) 89 J. GLASS, 13/16" LAMI 10;1 /8 "HS, AIR SPACE, 7 /16" LAMI, (3118 "A,.090 PVB,3 /18 "A) 90 K. GLASS, 13/16" LAMI IG; 1 /81 -IS, AIR SPACE, 7/15" LAMI, (3/16 "A,.090 PVB,3116 "HS) 91 L GLASS, 13/18" LAMI 10; 1 /6 "HS, AIR SPACE, 7/16" LAMI, (3116 "HS,.090 PVB,3 /18 "HS) • • •1o1arECH4bt.OaYDRNe • ealarn+8s,n. 34278 P.O. BOX 1828 NOKOMB, FL 34274 • . • ••• • • • • ••s • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT NTS IAhv m..... Abr 6 d 11 4040 -20 A Robert L CIMK P.E. PE A38712 StrbcWrel 1.363 1 0 0 FLANGE FRAME HEAD #4002A, 8083 -T8 C2) FLANGE FRAME JAMB / #4004,8083 -T8 (USED AS RADIUS TOP HEAD) —�{ 1.342 .082 155 21 FIXED MEETING RAIL #4064A, 6003H8-TB 3.446 0 FLANGE FRAME SILL (LOW) �J #4003C, 8063 -76 11. T i� SASH STOP �j #4025, 8003 -75 '+-- 2.278 --►) 1.707 F.-1.50413H F.738 17 SASH STOP COVER #4083,8063 -T5 T 1.979 SEALANT ALONG ENTIRE JOINT SEALANT OR GASKET AT HEAD AND SILL VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNIER CONSTRUCTION WELD ALONG SCREW BOSS (2) 23 SASH TOP RAIL 26 SASH BOTTOM RAIL(LOW) #4006C, 0063H3 -T6 #4007, 6063 -T5 2.946 I+-- -2.784 0 FLANGE FRAME SILL (HIGH) #4060A,6063 -T6 • a..dar amQ r7aNateo■ •• ••• • • • • .042 • • •• • • •• • • • • • ••• •• • 2.32(1 • • • • • • 2.838 • •• 68 SASH BOTTOM RAIL (HIGH) #4051A,6083 -T6 • •• ••• • ••• • • • • • • • • • • • • • •• • • • • Item! Hy P.ba. F.K a,.mer aad F.K. effroa Mary ana: 1/24!08 ear Rairdatuk A ar.wdaR J.J. • • • • •• • NO OHANQE P418 SHEET • • • • •• • • mtiv 10110108 —► 1 1.165 I+ J9 31 SASH SIDE RAIL #4008, 6063-75 .082 °50 1. .878 1.096- -I 44 GLAZING BEAD 7/16" #422.2, 6063-T5 .060 I .8 8 1,115. 1 -iI 46 GLAZING BEAD, 7/16" #985C, 6083-T6 (USED W/ GRILL KIT) .050 .678 1.098 1- I 41 GLAZING BEAD, 5/16" #40398,6063 -T5 .050 --.- .878 1.095 --I I7 GLAZING BEAD, 5116" #40448,6063 -T5 (USED W/ GRILL KI7) 83 .050 f GLAZING BEAD, 13/16" IG .097 84087,6063 -T5 as DOW riq • • NNlncaa .1! 3427 • P.D. BO0.11128 NOKOMIS. FL 34274 Deseritam EXTRUSIONS & FRAME CORNER DETAIL ALUM, SINGLE HUNG WINDOW, IMPACT Visibly Berra,- av�rGdLk aagrc P4700 Half ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7 elf . + 4040 -20 an. A f r,:. ftohrxl. L Clark, P.E. PE 030712 • StraaWral ANCH • RAG FOR 1 WINDO SUBSTRATE: ANCHOR TYPES: Y 3 ND WIDTH T 10 118" G TYPE WINDOW HEIGHT :1""§ pr�J�Y� MaMI �t•© �nn� ©RdA ©© A d © d� Ii Inw °f ©IILl__ -_ d © '0 M ©I R ©p IIH©�tHBIEWIEI Etou nuun d �©I��I�uJUu�uu LISINI UUU LIUMIUMNIB #©UI��©© ©thine dn3Cirlei dun fillumEJutimul hill u 4 ElEll 4i1idl0gq�I� ©IIIi��UBMIp !& ©III©fIlC7C EMEI E1If<J©©� CB�J�©rJId 4 4 ©© Illiwill.EilleilluillERIEUMMENIMINEMIEUNEMIERNE111111111111111111 ©nlilanti ©©lE IUM IEB©ECEIM ©III© ©© I IMUDU nti tnJ QD dH� H © dR'lf:>t UI©_d �CIIJO fugI �n ©d © Cip�p�C�1R7CIL`J�`I ©Ci1eS7 © u ©� ©� d©DFIU�f Ual©LI� UUD ©U�©©UU©UUU UUUY� �UUHU UL1©YDU UD©© ©fICJO © d LJ �MUM�,IcJrr' uuIJ � 0L7cIpupi•IuucJ ©U IIUUU ©©IEI © MI UEDME LI] ILIMIu©mEinnU TABLE 6 32" 40" 44" 48" 331/8" PACI C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H T G eT 'E Ps A' •.r`"SCTF'I' ' DIMENSO 8: HEAD -18 1/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 17 1/2" FROM TOP CORNERS JAMBS BELOW MEETING RAIL -15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GLASS TYPES: A. 6/16" LAMI - (1/8" ANNEALED,.090,1/8 " ANNEALED) B. 8118" LAMI - (1/8" ANNEALED,.090,1/8" HEAT STRENGTHENED) C. 8/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) D. 7(18" LAMI - (3/16" ANNEALED,.090, 3/18" ANNEALED) E. 7/18" LAMI - (3/18" ANNEALED,.090, 3/16" HEAT STRENGTHENED) F. 7/16" LAMI - (3/18" HEAT STRENGTIHENED,.090, 3/16" HEAT STRENGTHENED) G. 13/16" LAMI 10 - 1/8" HEAT STRENGTHM, H. 13/16" LAMI 10 - 1/8" HEAT STRENGTH . �BSPACS,11 /1 LANs (1IB" NEALED,.090,1 /8" HEAT STRENGTHENED) I. 13/16" LAMI K3 -1/B" HEATSTRENGTHEN>tq, AIRISIDA2E, rut LJZII HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) J. 13/18" LAMI 10 - 1/8" HEAT STRENGTHS/40, A AC.4 Z/16* WWI i( 8" 4,IgNEALED,.090, 3/18" ANNEALED) K. 13/18" LAMI IG - 118" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) L 13(16" LAMI 1G - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/10" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) RewA BS • • • • • • • • Rend BR balm Revision Oaks 1124/08 itortestans • •• ••• • • • • •• • • • • • • •• • ••• • • • • • • • • • 41:1474C N P.O. SQX 1329 NOKOMIS, SI.34274 •• • NO CHANGE 7H,S SHEET Oman Or bare: deaden MR beer 7125108 10/10/05 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO 884 CRETE -FLEX 3 - #12 SCREWS 2. INSTALL 1/1 WINDOWS IN MIAMI -DADE COUNTY PER TABLE 8. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4" SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 6 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORAGE SPACING, 1/1 WINDOWS ree" ALUM. SINGLE HUNG WINDOW, IMPACT SH700 ansonen NTS 8 .1 11 4040 -20 Robert L. Clerk. P.E. PE 539712 Struolurrl C FOR ST SUBSTRATE: ANCHOR TYPES :- WINDOW WIDTH 19 118" 24" D VIEW AND RADIUS TOP W ' 0 32" 37" GLASS TYPE ALL TYPES C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H 44" '48" 83 118" C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H 28 3/4" 38 318" DOW HEIGHT TABLE 7. 80 818" 83" N NZ 8N8N2 ,8 NZ UNIBR ©� filEJUIIIIIJU� ©&W UIJLIU UMUU iniliummulimmiummumnapiumMANimummumumm UMUUMMUUMODUOUUMANEWIMMUMBEIBMEMBEIN IfrlUai MIUMBO�UUM� pUUMM©�©UU©© nor Q ©umd allow fl mull1 =11� umunummummuummuummunumumuuula mumm mmu mudrnr I� � n uumumumumummuumumummunnuumummun uum AuMCJC710©C1MBEn' ©lalallnu fi Q�fiu1M ©ail© © ©UU©A©UU©©UH©©© UI3©� UU�© ©BM Iflum©ndp ©nuummuum ©A©nn ©Auu ©nu © UHUH© Ei11 munm© d Nno L:BILJ gAnfinnumBflungfigMBIummaRIEnstfiffanu IG um d © ©UIl ummmu ©A Ud QEJEJUUUU •L *m 'rTV ' "I' . • U 72, 74, 78" Q N 0 N HEAD - 181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 171/2" FROM TOP CORNERS AND 25 1/2" O.C. JAMBS BELOW MEETING RAIL -15" FROM BOTTOM CORNERS AND 8" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GLASS TYPES: A. 5118" LAMI - (1/8" ANNEALED,.080,1 /8" ANNEALED) B. 5/18" LAMI - (1/8" ANNEALED,.090,1 /8" HEAT STRENGTHENED) C. 5/18" LAMI- (1/8" HEAT STRENGTHENED,.090,1/8" HEAT STRENGTHENED) D. 7118" LAMI - (3/18" ANNEALED,.090, 3/16" ANNEALED) E. 7/18" LAMI- (3/16" ANNEALED,.090, 3/18" Hg,AT STRENGTHENED) F. 7118" LAMI - (3/18" HEAT STRENGTHEN611 0 *, 370" Fr.A':8 G'01E IEl) • • G. 13/16" LAMI 1G - 1/8" HEAT STRENGTHENED, AIR EPACE, b /181' LAW •(1/i" ANNEALED,.090,1 /8" ANNEALED) H. 13/18" I.AMI IG -1/8" HEAT STRENGTHENtQ, AIRIbtACE,V16t L4MI ANRtALED,.090,1/8" HEAT STRENGTHENED) 1. 13/18" LAMI 10 - 1/8" HEAT STRENGTHENED, A • 1 1 ..(1 H41'STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) J.13/18" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3118" ANN EALED,.090, 3//18" ANNEALED) K. 13/18° LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/18" LAMI- (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) L. 13/16" LAMI IG - 1/8" HEAT STRENGTH• • ENED, AIR SPACE„ 7/18" LAMI - (3/18" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) •. .•• • ••• ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO S94 CRt 1 -FLEX 3 - 1112 SCREWS 2. INSTALL STANDARD VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 7. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4" S54 CRETE -FLEX, OR 412 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 7 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCR61 E. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL ---Y- JAMB BELOW MTG. RAIL fume F.K. F.K. 1/24108 7/29/05 • • • • • • • • • • • • • •• • • • • • • • • • • • • • : • ANCHORAGE FO C SUBSTRATE: ANCHOR TYPES: ST •uvAL - ' • ST • P WINDO 1.11 `D w WIDTH 19 1/8" 24" 32" 37" 40" 44" 48" 831/8" PA ING G TYPE D, E, F, J,X,L D, E, F, J, K L D, E, F, J, K L D,E,F,J,K,L D, E,F,,I,K,L D, E, F, J,K F, L D, E,J,K F, L 0, E, J, 29 3(4" N O N WINDOW HEIGHT 38 3/8" 44( "] 80 518" N 0 N Z ,.. 8 N O N 2 8 TABLE B. 60" 63' Z N 72 ", 74 ", 76" N n N urni.raranaram....E111111111211E111111.31111:11111 Bilidille.1131111ENUEUREUMMILIIMEMINIETIMIEJEI 4 am t••t4.7iR1111 7 ©SEI dU. IIIM MILUMifila ©MILIB i•�1/iaLI 11 ©111117� i1© EUIE MILI 0©© ©_- _.�IA4 ©QppQ ©d INMENE illiil ©0 F1Ai11 ©© ©©121121HEiO© 4A d1. UM MUM 1101t t1211 ©ii1 ©i1 3EiIillE1111 ©IF ©l ©Ike ©©©© INIEJ �E111©[ liti©� A©E# pA A �p t�#QI�ppt# ®©© i111D1I011MI13©© � 4 Ill©13Li ©5 EMU RAMER 111111111.11111111.1111 NM RE ©fIJ1lSlti1UBBEHUMMU©UMB iC 1 limmmUlgUR CIMUUUmUMU© •r c ■ BA ED ON E FOL IN MAXI IMENSIONS: HEAD - 18 112" FROM CORNERS JAMBS ABOVE MEETING RAIL - 171/2" FROM TOP CORNERS AND 251!2" O.C. JAMBS BELOW MEETING RAIL - 6" BELOW MEETING RAIL (15" MAX. FROM BOTTOM CORNERS) ANCHORS NOT REQUIRED IN SILL GLASS TYPES: D. 7/16" LAMI - (3/18" ANNEALED,.090, 3/18" ANNEALED) E. 7116" LAMI - (3116" ANNEALED,.090, 3/18" HEAT STRENGTHENED) F. 7/16" LAMI - (3116" HEAT STRENGTHENED,.090, 3/18" HEAT STRENGTHENED) J. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) K. 13/18" LAMI 1G - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/18" LAMI - (3/16" ANNEALED,.090, 3/18" HEAT STRENGTHENED) L 13/16" LAMI 1(3 - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) Rwd er Awarbt FA Domnar FIG mez •• ••• • • • - • • • • • • • • • • •• ••• •• • • • • • • • • • • • • • •• ••• • • • •• • •• • •• • ••• ANCHORAGE NOTES; 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" 61.00 SS4 CRETE -FLEX 3 - #12 SCREWS 2. INSTALL CUSTOM VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 8. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4" SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE. 8 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL ns emptying lrtth the Zah8s Dae NOM. Wont 9bi • Oras • • • • • •• • • • 1eb-rEK2040.00Ymays 414OKOM1g•14 54278 • P.O. SOX 18.19 NOKOMIS, FL 34274 twice bar MIMS A NO CHANGE THIS SHEET smutty. o■m J.J. 10110/05 j ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • •• •• ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Iferrer NTS 0 m 11 re 4040-20 Robert L. Clerk, P. PE 839712 Structured (CONCRETE) •° OPTIONAL ix WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) DETAIL A 1 1/4° MIN. 1/4" MAX. SHIM 2x WOOD BUCK WOOD ANCHOR (SEE NOTE 3) (SEE NOTE 2) (WOOD) 1 1/2" Mr. TYPICAL HEAD ANCHORAGE <] EXTERIOR INTERIOR [:). (BOTH HEAD DETAILS) DETAIL C aea /24/08 9/1/08 Revisions: A (Medea!), J.J. CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1) ':(CONCRETE OR CONCRETE BLOCK) Ix BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) DETAIL B 1/4" MAX. 1 1/2" SHIM MIN. 1/4° J MAX SHIM NOTES: 1. FOR CONCRL I L APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2 °. 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE 412 SCREWS, 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. 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 8063 -T6 AND A MINIMUM OF I/O" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5, ANCHORS ARE NOT REQUIRED AT THE SILL. Q 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) TYPICAL JAMB ANCHORAGE •• ••• • • • • • •• • • I • • • • • • ••• • • • (BOSIl.1AMB Wi0I'AI•LS) • • • • • • EXTERIOR 2x WOOD BUCK (SEE NOTE 3) DETAIL D • • •• ••• • ••• • • • • • • • "V • ••• • s • •• 0 • • • ��••e.(3m • • • • • • •• • Pt <OMI %ice ADD NOTES RE FLAT HEAD ANCHORS. • • • P.O. Bt�(1529 NOKOMIB, FL 34274 alfir 10/06 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Visthly Reiner ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT saweeacmc 3H700 sndr adeeE uewoW Half 11 "f 11 404020 Robert L. C{erh. ME PE di9i12 0tmc1w l MIAMIDADE III BUILDING CODE COMPLIANCE OFFICE (BCCO)' 9 2006 PRODUer CONTROL DIVISION - 3 Yeeeela " .aammm- NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use The documentation submitted has been reviewed by Miami -Dade County Product Con by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and oth the Authority Having Jurisdiction (AHJ). MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 wEsT FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 als. pted areas where allowed b This NOA shall not be valid after the expiration date stated below. The IVIia . - a a ° 1 I ct ontrol Division (In Miami Dade .County) and/or the AHD (in areas other than Miami - , is, e the 1 i' 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 AHD 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 chat thiprc!ct 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 Flgiklo J.uilding Cede, including the IIigh Velocity Hurricane Zone. •••• • DESCRIPTION: Series "P'W -701" • Aluminum Picture Window -LMI ' •••• • • • •' • • • APPROVAL DOCUMENT: Drawing No. 42594, titled "Aluminum Picture Window, Ingmagt':'sheet ;'t6ugh 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A", dated 12/15 /03, signedoxl•sealed byRobert • • L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the r otice of Acc.eArtance number and approval date by the Miami -Dade County Product Control Division. •••• • • • MISSILE IMPACT RATING: Large and Small Missile Impact • • •• • •••• • • • •• • • • LABELING: Para 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 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 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 Theodore Berman, P.E. NOA No 03-1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 PGT Industries 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 10 of 10, prepared by manufacturer, dated 7/14103, with revision "A" dated 12/15 /03, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. M • 3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. ; . • . • 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 •1 1 • • • • • 2) Uniform Static Air Pressure Test, Loading per F C. 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 2ti3 -7.4 • • • • • along with marked -up drawings and installation diagram of an almipp,rn picture . • window, prepared by Fenestration Testing Laboratory, Inc., Test l eporC No. r idsm • • 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. ; • • . • • " • • •• • •••• • • • • C. CALCULATIONS • 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER1'1141CATIONS 1. Notice of Acceptance .No. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21106. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Laboratory compliance letter for Test Report no. r °1L -3835, issued by Fenestration Testing Laboratory, Inc., dated 08/25/03, signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. le'lL -3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (NBC). E -2 • • • • • • • • •• • •••• • • • ••. • • •••• • • • • • • •••• • • • •• •• • •• • • • •••• • • • • • • •••• • • • • •••• • • • • • •• • •••• • • • • • • • • A41"(44— Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 21034 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 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 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7116" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT- STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7116" AIRSPACE AND 7/18" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN — SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI —DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI —DADE COUNTY. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED8 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 81/2" FROM CORNERS MAX. 11" O.G. .JAMBS: /P\ MAX. 81/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5" O.C. JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAILS) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. JAMBS: t& MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED •• ••• • • • • • •• 7. NARROW JOINT SEALANT IS USED ON ALL FOR CORItA 1IF . • • • • 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -286? • • • • • • • • • • tee,: DaIrt • • • • • • eY tkaw Nastier. FJC ua"", F.X 7/14/03 •• • • • • • •• • 12/16108 Raearna A REDUCE ANCHOR SPACINS •• ••• +•alvN> � 34213 • • •• • • P.O. E.(181S NOKOMIS: FL 34274 OA nn rx.weaer. • ••• NOTES & TABLE OF CONTENTS raw ALUMINUM PICTURE WINDOW, IMPACT Visibly Better onavate PW-701 NTS Vvvt 1 . 10 +b 42594 g/k /2/16'/1 Robert L Clerk. P.E. PE#39712 Structural • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE 0 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS —` R 21 11/16" NOM GLASS BITE •• ••• • • • • • 7/16" LAMI GLAZING DETAIL • FLANGED OR INTEGRAL FIIORME•• (FLANGE FRAME SHOWN) • Roved 1W Dew R- WW P.K. thaw er m• F.K 7/14!03 ole 12/1603 A NO CMANGETHIS SWEET • •▪ • • • • '•• • • • • • • •• • 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS R OUTSIDE •• • ▪ . FLANGED OR INTEGRAL FIN FRAME 0 11/18" NOM GLASS BITE -10f- 1 1/16" LAMI I.G. GLAZING DETAIL •• •••- • A: 34 • aoer Wm • xaettx 1� MONOMI3, AL 34274 • - • - (INTEGRAL FIN FRAME SHOWN) GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better sar..r tome PW401 NTS seooe 2 e 10 a"oa"Ne 4259 -4 Robert L Cdazly P.E. PE W39712 SwotteW ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • •• • • ••• • • • • • • • • • • • • •• •• • ••• • • HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 8Q. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE =88 "X68" OR MAX. AREA = 25.22 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 98" X 48" OR MAX. AREA = 25.13 SQ. FT. NOTE: EYEBROW MAX. SIZE = 98" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. 96" MAX. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 44 1/4" MAX. DLO 92 1/4" MAX. DLO •• ••• • • • • • •• • • • • • •• • • •• ••• FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. •.:: Ri TANGLE : : : A•dA . S=ZE 48" X 96" • •OR MAAX•ARE. 32.00 SQ. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT, TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Rend 3r • • • • • • • Pend Br F.K teA.Br F.H. 12115/83 717114/03 Ire A der NQCHANOE TH1$SHEET Doke • • • • • •• • •_s2 • • • • •• • •• •• • • • 1.707EORMOLOOYOR1 YOKOMW FL 34•78 • • • P.O. &' l528 • tJOKOM FL 34274 �T Visibly Better FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT s PW-701 NTS 3 " 10 4259 -4 A Robert L. Clerk, P.E. PE 039712 Structural .••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • HEXAGON FULL CIRCLE MAX. SIZE = 80" BETWEEN FLATS MAX. SIZE = 80" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 88" OR MAX. AREA = 25.22 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. ELLIPTICAL MAX. SIZE = 98" X 47" OR MAX. AREA = 31.99 SQ. FT. 93 114" MAX. DLO •• ••• • • • • • •• • • ••. • • •• • • •• • • • NOTE: ••' ••' '•:OR •; � 32.. '32X00 SQ SQ. FT. FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. OTANGLE ?and er grail BP • •• ••• • • • • • NO CHANGE MS SHEET • • • • • • . •• • • ••• MAX. SIZE = 48" X 98" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Descrtdoc INTEGRAL FIN ELEVATIONS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0 •• • • NTS 4 " 10 4259 -4 COMPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3 /16HS) FTL -3835 GLASS TYPE: B. 7/16" LAMINATED GLASS (3 /16 "HS, .090, 3 /16HS) FTL -3835 C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL -3850 D. 1 1/16" LAMI I.G., 3 /18HS, 7/16" SPACE, 7/18" LAMI (3 /16HS, .090, 3/16" HS) FTL -3850 WINDOW WINDOW HEIGHT WIDTH 28.500 34.000 39.500 45.000 46.500 48.000 - 49.000 A &C B &D AREA SQ.FT. 54.500 I`C B &D AREA SQ.FT. 80.0 J -80.0 80.0 -80.0 9. 98 80.0 -80.0 80.0 -80.0 10. 88 80.0 1 -80.0 80.0 -80.0 80.000 I A &C B &D AREA SQ.FT. 65.500 I 1l° 1 B&D 80.0 -80.0 80.0 If -80.0 11. 711.875 80.0 I -80.0 80.0 -80.0 AREA SQ.FT. 12.964 A &C 80.0 -80.0 71.000 B &D 80.0 -80.0 AREA SQ.FT. 14.052 76.500 I A &C 80.0 I -80.0 B &D 80.0 -80.0 AREA SQ.FT. 15.141 82.000 I A &C B &D AREA SQ.FT. 87.500 I A &C B &D AREA SQ.FT. 80.0 2 -80.0 80.0 -80.0 16. 29 80.0 -80.0 80.0 -80.0 17.18 80.0 -80.0 80.0 -80.0 11. 9 13.441 80.0 -80.0 80.0 -80.0 -80.0 80.0 -80.0 12. 68 14. 50 80.0 -80.0 74.0 -74.0 80.0 - 80.0 80.0 I -80.0 16.438 80.0 14.167 80.0 1 -80.0 80.0 1 -80.0 80.0 -80.0 68.5 -68.5 15. 65 17. 67 79.4 -79.4 63.7 -63.7 80.0 -80.0 80.0 -80.0 15: 13 80.0 1 -80.0 80.0 -80.0 , 15.823 80.0 -80.0 80.0 3 -80.0 16.33 76.7 -76.7 80.0 -80.0 17.031 89. l -89.9 80.0 ly -80.0 18.50 63.5 -83.5 74.0 -75.2 80.0 5 -80.0 17. 99 74.0 -74.0 80.0 -80.0 18. 67 80.0 -80.0 80.0 -80.0 80.0 -80.0 16. 64 19.471` 76.8 L^76.8 59.7 � -59.7 80.0 80.0 80.0 -80.0 18. 3 20. 84 20.469 67.2 -68.6 80.0 ! -80.0 19.375 61.3 -62.3 80.0 -80.0 21.151 67.2 + -67.2 80.0 Ij/ -80.0 20. 00 61.3 1 -61.3 80.0 1 -80.0 21.833 57.9 1 -57.9 80.0 -80.0 , 22. 88 52.8 -52.8 80.0 -80.0 23.906 58.1 j -57.1 80.0 -80.0 22. 27 51.9 -52.1 80.0 L -80.0 24.703 56.1 1 -56.1 80.0 -80.0 23. 67 74.1 1 -74.1 56.5 . -56.5 80.0 -80.0. 80.0 -80.0 19. 61 22.493 48.3 6 -48.3 80.0 -80.0 25. 25 47.6 -48.0 80.0 -80.0 70.7 -70.7 53.6 -53.6 80.0 -80.0 80.0 -80.0 93.000 A &C B &D 80.0 I -80.0 80.0 I -80.0 AREA SQ.FT. 18.406 96.000 A &C B &D 80.0 -80.0 20.660 24. 2 43.8 I -43.6 80.0 -80.0 26.479 43.4 I -432 80.0 -80.0 51.9 -51.9 5 80.0 -80.0 25. 00 47.6 t3-80.0 -47.6 80.0 27. 3 69.1 -69.1 51.4 -51.4 80.0 I -80.0 80.0 -80.0 21.958 aft , 68.$ -68.8 50.4 -50.4 27.344 42.5 -42.5 80.0 I -80.0 29.063 28.255 40.7 � -41.0 80.0 -80.0 30. 31 43.4 -43.4 80.0 -80.0 , 29.67 40.7 -40.7 79.4 t -79.4 31. 00 41.6 1 -41.6 39.4 1 -40.1 39.4 1 -39.4 AREA SQ.FT. _ NOTE • • •• • • • • ••• • 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZERE$TANGWLAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/_60 P.S.F. WHEN ANCHORING WITH #12 SCREWS! • • • • • • • • • • 80.0 -80.0 80.0 80.2 80.0 -8.0.Q .40.0 -80.0 80.0 80.0 76.6 -76.6 19.000 22•56''' • • • 261383• • • 30. 0 31. 32. 00 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RRECTANQUL R S17F IN TABLF 1. WHICH THEIR OV5RALL WIDTH AA Ii NEICh{TiDlMENS,ONSrO[)MPLETELY IT WITIIN. Pwatd • • • • • • • • • °4 • emd Pr • Fame gr �: 12/18/08 Dam Sr Oft FX. F.K. 7/14/03 """ke` • A CHANGE NOTE 1 ANCHORING WITH #12 ca.t010, owe • •• • • P.O.drpc182 NOKOWS. Pt 84274 Visibly Bette FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT PW-701 Mx dm.k • .a.4uw w. NTS 5 e 10 4259-4 A Robert L Clerk, P.E. PE 838712 Sbuoture) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COMPARATIVE ANALYSIS TABLE 2. A. 7116" LAMINATED GLASS (3/16 "A, .090, 3/16HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) ,D. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/18H8..090, 3/18" HS) WINDOW HEIGHT WINDOW WIDTH 49.000 B &D AREA SQ.FT. 54.500 AREA SQ.FT. 60.000 AREA SQ.FT 65.500 AREA SQ.FT. 71.000 AREA SQ.FT. 76.500 AREA SQ.FT. A&C A &C B &D FTL -3835 FTL -3835 FTL -3850 FTL -3850 28,500 34.000 80.0 -80.0 80.0 -80.0 80.0 6 -80:0 80.0 -80.0 9. 98 /1-.569 39.500 45.000 46.500 48.000 80.0 I -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 10.786 12.668 A &C B &D A&C B &D A &C B &D A &C B &D 80.0 8 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 -80.0 11. n 14. 67 80.0 -80.0 80.0 -80.0 80.0 I -80.0 80.0 -80.0 /1441 15. 13 80.0 1 -80.0 80.0 l -80.0 78.9 -78.9 74.3 -74.3 14:50 17.31 72.2 I -72.2 67.8 f -67.8 80.0 , -80.0 80.0 -80.0 1.458 18.50 79.4 -80.0 80.0 -80.0 15. 23 79.4 I -79.4 80.0 I -80.0 16.333 71.9 -73.1 80.0 -80.0 17.99 71.9 j -71.9 80.0 I -80.0 18.167' 80.0 -80.0. 78.9 I -78.9 80.0 -80.0 80.0 -80.0 12. 64 15.465 80.0 I -80.0 75.3 1 -75.3 80.0 1 -80.0 80.0. -80.0 16. 6, 14. 52 80.0 I -80.0 72.6 T -72.6 80.0 -80.0 80.0 I} -80.0 15.141 18.63 65.5 I 4 -65.5 61.7 -61.7 80.0 - 80.0 80.0 -80.0 17.967 20. 69 61.1 -61.1 56.4 -5 6.4 80.0 -80.0 80.0 -80.0 19. 76 22. 88 65.0 -66.4 80.0 -80.0 19. 75 g9.6 -80.7 80.0 1 -80.0 21. 51 65.0 1 -65.0 80.0 Ia -80.0 20. 00 59.6 -59.6 80.0 -80.0 21. 33 57.1 -57.1 51.5 -51.5 80.0 9 -80.0 80.0 -80.0 r 3. 82.000 A &C B &D 80.0 1 -80.0 69.4 1 -69.4 AREA SQ.FT. 87.500 A &C B &D AREA SQ.FT. 93.000 I A &C B &D AREA SQ FT. 96.00 A&C B &D 80.0 -80.0 16. 29 80.0 -80.0 80.0 -80.0 17. 18 80.0 -80.0 19. 61 66.4 I -66.4 80.0 -80.0 20.660 65.0 1 -65.0 80.0 80.0 1 -80.0 -80,0 80.0 18.406 20. 84 54.6 -55.5 80.0 -80.0 22.27 51.0 1 -51.3 54.8 -54.6 80.0 -80.0 23. 67 51.0 1 -51.0 ' 80.0 1 -80.0 24.703 80.0 I -80.0 25.500 53.8 -53.8 47.2 -47.2 80.0 -80.0 ,, 80.0 -80.0 22.493 25. 25 51.0 j -51.0 42.6 -42.6 80.0 jl) -80.0 80.0 t -80.0 -80.0 21.958 80.0 -80.0 63.9 r -63.9 80.0 -80.0 80.0 1 -80.1 AREA SQ.FT. 19.000 2Z 67 • : : _ • 2(363: NOTES: 24. 0'd 27: d4 46.6 1 -46.9 80.0 1 -80.0 26.479 43.1 -42.7 80.0 I -80.0 28. 55 46.8 -46.6 80.0 -80.0 27.33 43.1 j -43.1 80.0 I -80.0 29.161 48.9 1 -48.9 41.2 -41.2 80.0 -80.0 80.0 40.4 1 -40.2 -80.0 25.510 29.063 48.0 [ -48.0 40.2 -40.2 0 -80.0 30. 60 79.7 I -79.7 30.031 76.9 1 -76.9 39.0 -38.9 31.00 40.4 0 -40.4 76.0 -76.0 31. 00 39.0 -39.0 73,1 1 -73.1 32. 00 • •• • • • • ••• • 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZEftE €TA NGULA1R WINDOW ANCHORED WITH 1/4° TAPCONS. DESIGN PRESSURES ARE LIMITED TO + /$0 P.S.F. WHEN ANCHORING WITH #12 SORER • • • • • • • • • • 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. A 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST REf NGULA SIZE IN TABLE Z. WHICH THEIR OVFRALLPIDTH ARIPMEICAIM DIMENSIONS.GOMPLETELY FIT WITHIN. • • • • • • • �. • INTEGRAL FIN UNIT DESIGN PRESSURES FX man F.K. 12115/03 bake 7/14/03 • • • • • P.O.tgXlase NOXOMIS, FS 34274 A CHANGE NOTE 1 ANCHORING WITH #I2 straws • r ledosd • Dear Visibly Better ALUMINUM PICTURE WINDOW, IMPACT PR-701 NTS 6 or 10 4259 -4 A Rabat L. Clark, P.E. PE#39712 SW iml ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.704" MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) iiIpJ ALONG ENTIRE JOINT SCREWED C • RNER ASS'Y (FLANGE FRAME) L, ,_,4.112,..i l';';1 , IY 1' 0 ENTIRE II ' 1 •• • •JOINT • • •. III I� . •• MAX WINDOW HEIGHT 0 MAXO DAYLIGHT OPENING ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) •• ••• •• • • • •• WELDED CORNER ASS'Y (FLANGE FRAME) • • • • • ••• ••• INSIDE VERTICAL SECTION (FLANGE FRAME) . "•N K 5427 •NOK R. P.O.•8QX 1829 • NOKOM95, F7.84274 terra: F.0 92!15/03 WM* aft I. 7/14/03 A 0.13K 1 WI NO CHANGE THIS SHEET DOM basestplear SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT mow. as seoa amvauen. NTS 7 a 10 4259 -4 Robert L Clerk, P.E. PE 938714 Muaoual ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • --- 2.784" 2.784° OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE ••• JOINT • • • •• • • • • • • • • • • • • • WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) • • •• ••• • ••• MAX. WINDOW HEIGHT 0 0 0 0 MAX. DAYLIGHT OPENING INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) tOtTf Deo ISOarg • • • • • • • • • • • • •NOOC F c 7733a 12/13/03 wm: 1/14/03 ROW= Marrs A • • • • • WO CHANGE THS SHEET •• • aaAmar • A.O. gclizz19 • NOK0M14.. FL 94274 • • SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT Visibly Better ".le Nodrt PW-701 NTS 8 « 10 4289-4 . 11L Usk P.E. 4e712 1W°ee"ed 0•• • • • • •0• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •0 •• • • • •• •• 0 •• • • • ••• • • ill iJI'u.I .130" DIA. M N. _ x 2 1/2" NAIL, AT CORNERS J C`} AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. SHIM #12 SCREW, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) CONCRETE 1/4" MAX. SHIM 1 1/4" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) 1 INTEGRAL FIN DETAIL B 1/4" MAX. SHIM #12 SCREW, 8 1/2" MAX, FROM CORNERS & 11" MAX. O.C. A 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C (— 1/40 MAX. 1 SHIM 1 1/4" TAPCON, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 1/4" MAX, I SHIM 1 1/4" MIN. '•• EMBEDMENT;• , SOLID CONCRETE FOR HEAD & SILL - OR HOLLOW BLOCK FOR JAMBS ix WOOD BUCK (SEE NOTE 2) NOTES: FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E •• ••.. • • • • •• 1. USE ONLY MIAMI -DADE COUNTYAPPROND El$O .. •• 2. A - IN MIAMI -DADE COUNTY INSTALLATIO TQ IM=B3T•ITAl:.-` y'►F4.100D BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE !REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFIC L. • • • • •. • ••• Meraltit Dade: liesdaksinr • • • • • • t • • • •qua TFC5rocCar • 0I0KO*%0. 342760 • AK Nam 93, 000 F.K. 7114103 tut. 12/1&V3 Ralkdeas A CHANGE NOTE 1 AND FASTENER$PACIAS. • • • • d7madr4e7. nakr • Aa%gxlaae NOKONIS, FL 34274 ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT PW-701 NTS 10 a 10 4259-4 Robed L Clerk, P.E. PE #39712 Slm"lurel ••• • • • • ••• • • • • • • • • 5 • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0 •. • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI— DAs.'E COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 TRACO Security Windows & Doors, Inc. 5100 NW 72 Ave. Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use The documentation submitted has been reviewed by the BCCO and accepted by the Bu. Review Committee (BCPRC) to be used in Miami Dade County and other areas wh Having Jurisdiction (AHJ). LOS Q2'-26�f This NOA shall not be valid after the expiration date stated below. The BCCO (In Mie,Ddt' „� tttt/ r the • • • AHJ (in areas other than Miami Dade County) reserve the right to have this product ot'>bW dal testetl'f & quality" • • • assurance purposes. If this product or material fails to perform in the accepted manner, the'mViufacturerwill incuir the expense of such testing and the AHJ may immediately revoke, modify, or suspend out of stial•p:aduct o.r.... • material within their jurisdiction. BCPRC reserves the right to revoke this acceptaine.,•t is tieterpained by ; .. • BCCO that this product or material fails to meet the requirements of the applicable builds ,odde. ' This product is approved as described herein, and has been designed to comply with theoi!tb $4 Florida„ Iding Code, 1994 Edition for Miami -Dade County or Florida Building Code. • • DESCRIPTION: Aluminum Tube Mullion (No Reinforcement) APPROVAL DOCUMENT: Drawing No.M95 -08A, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions," prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile. 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 advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 99-0104.02 and consists of this page 1 as well as approval document mentioned above. The submittad documentation was reviewed by Raul Rodriguez. • • • •. • •••• • • • • • • NOA No 01- 1218.01 Expiration Date: January 2, 2007 Approval Date: January 2002 Page 1 4.000 1.000 F�- -B.000 TYPICAL WINDOW FRAME TYPICAL CLUING PRODUCT 1 X 2 X 1/8' ALUM TUBE j 6.000 3,000 1 X 3 X 1/16 X 1/8' ALUM TUB 1 X 4 X 1/16 X 5/32' ALUM TUBE 4.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCT$ HORIZONTAL OR VERTICALL, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS* USE CHARTS AND GRAPHS AS FOLLOWS. IMP-1 2112 —2 STEP STEP 4 STEP 5 SiEP..8 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATINO MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE WRH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 1.000 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• Engn 00. STRUCTURES MAY UN mom FLA. PE # 18857 • • • • • • • • • • •• • • • • • • •• • •• • • • • ▪ EC r 2 2Oe1, • RECTANGULAR ALUMINUM TUBE MULLION$ USING MULLION PROPERTIES ONLY NOTES; 1. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS LE. WIND LOAD, NR & WATER INFILTRATION, PORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO SASE MATERIAL SHALL 82 BEYOND WALL DOMINO (STUCCO, 11LE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MULLIONS TO BE ALLOY 8053 —T5. PRODUCT RENEWED ALeerrANcsNo, 0/4 2/1.01 • • •EXPIRATION DAAT9VWv 2 , 3.60 • • PROIHJCF CONTROL DIVoSION BUILDING CODE COMPLIANCE OFFICE LC)L.,.4) gb 4 3 1 k 1 Growing no. M95 -08A s ••• • • • • • • • • • • • • • •• •• • • • • • • ••• • • ••• ••• • • • • • • • • • • • • • • • • • • • •• •• • b4 MULLION LOAD CHART Sif i I■■■ iiiiiiliii■i imummturnimium 1 •1111•M11■ ■tai ■1►u■■■t■1/ ■1111 ■ ■ •■ •■ ■I i ■ 20 00 40 00 A0 70 e0 TRIBUTARY WIDTH - IRONED TRIBUTARY WIDTH = W'2 + W2 2 MULLION LOAD CHART NIRSTA 11■■■►1■■■■/■■■ 1111■•\111■ ■11 •■ ■■ 11•11111111111111111111111111 11\•■■■ \11 ••■ ■11■ R1 ■1 ■ ■/► 1?!7L•I1E!tIMI71 1�►:1��:� :�::N i1i1 ■ \� ■1111\ \11111111 ■\■../■■■■■■■ ■ ■1\\■ ■\ •1111 ■11\ ■■1►11•■\`UMil■■■ 11111 ■ \ ■11►\ ■1111 11\liiiifii► ■I!�!■ ■ \ \■ ►'1►\u■ \a \0.1.1 •, 00 20 42 02 G0 721 00 TRteurAbtr WIDTH - Dmr1e] ANCHOR LOAD CHART MULLION LOAD CHART ■11111■■■■.. _ ■11I<11.�■ ■ ■ ■1II*Pn 1111111111■■■■•111010 111111111111:1111111111111111111101M ►111■111MILME1■ ■111•11 11 ■►1N ►1■\■■■■■ ■\ 11 ■ \ \!� ■\ /fir ■ ■■ a1111111111► \ ■RWAIMI ►>■l \ ■ \ \ ■1111■ \ \ ■ ■ ■■■ ►\ ►3,1616 \•■ \11••■ \\.111 ■l \■ \!�! \ ■ ■■ ■►111111■,11' ■1l�1 ►I ■ ► ■ \ ■ ■ ► \ \ \ ■11 oginIMMUMBialmaim ■ \! !■ \!■1111\ 5111 1 ►IIM11 ■1■ ■ ►' ■/'12 111111a■■.!11111.11■■ 20 30 42 00 60 70 20 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A 211 3ID 40 521 6m 70 ®Pf TRIBUTARY WIDTH - INCHES , 'IqA 411141ON ARRANGEMENTS -i ri zr H MULLION LDAO CHART P 2 6 2 EENSIN111111W1111111 1111111\1111■t111\11■ ►1 ■■ •,11■11■111■■►.•!0111■ ■RI■I ►1 ■11 \■ \1111\■ 1l■l \111■ ■ \ ■1a ■■ 11 ■1111 ►111 ■\ ■■1 \■ ■1 ■!11■i■ •1111\■■\_ 1111■011►1 ■■1131■■► 1r11■a111121•11\ \•■ ■ \1!T� ■ \ \ ■ ■!iii'fli� ■ \■ 111111111112111■►■■ ■>•y \1 ■ ►1 ■ ■ \` =1151■■■■ i111■ \ ■ ■ ■■ ■\ \ ■■ MIEIP 11 ■ ■ \11 ■1151■ 111111110111110.11111111111110111111 20 30 40 2e 60 7E 00 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART ML„"■■■■■' ANM OR8 TYPE 0 111I11!♦1 ■ ■ ■ ■ ■1r - U11 \�■■ ■1111■■■■ �i\ *12"12 ■■■■■1111■■ 101111•11.111M1111111=11111•1 waimu1■■1■■■1■M1■■ l \ii \17 ■11■ / ■ ■ ■■ ■■ ►11111 \ \ \ \ ■■ ■ ■■ ■ •• 111►\iFE■■\■■■■■■ W1111Mta■s■■■ ■ ■■ ■\►>i►1■43; mmui m,em■'mil w\\ \!!'a■seta■■■■ Ellmormaummarmos ■ ■ ■!r�1.\!15r1!�!'�!_M ■11 ■F7'��A�."w :� •• TRIBUllRY• • ID1-II •- tY J E� • • • FOR ANCHORS DESCRIPTION SEE SHEET 3 0% 3, • • • • • • • • • • • • •• • ••• • • • • ••• engra dR H A 1J PARO00 FLA. PH / 16557 •• •• • • • DEC 1 2 7001 • • • • • • • • • • •• •• • • • • • • ••• • • • • • 1 1 2 MULLION LOAD CHART EE915111111111111111MIST -Mil■■1■►1 al<'■11■ \1■••1111ii11■ ■■mm \1■■ mummi ■ ■1■►ummainre► \!!! 111/ 1 \11 \1 ■11■ ■►1111■■■■ �\ \11111 = ■tl ■ ■� \■ !11►\■; ■!111■11111■ ■►2 1111I• ■ \ \ ■\ \: ■ \11 ■■ 1051 \I■ \ate ■ \11 ■ ►�■ v11111v•yv ■11y ■ ■y= 1151 \111 \ ■ \111111!►�111w� ■ ►1! ■■ 111111 ■1' ■■ ■ \11\ ■ \11\ \ ■■\■ •■131■, •12=10 =■ 1111 ■11:1■■RE11:1■ \11 ■ ■ ■ ■11MIN ■110'11 11■u ■ ■\■RifiMIII \ri 20 20 40 00 60 70 TRIBUTARY WIDTH • INCHES ANCHOR LOAD CHART 111311111WISTIONSI1 ■■ ►1111x• ■� \ ■■1W■ IMEE,. M■,., 111►�W11 .111■111■■111■ 111i1 ■\\ \ \11111•\ \ ■111\ 111111111111130114110111101111111 ■ ■ ■111Mi iniiiiMiif:1■ 1111■■■, �„�:.' ■■■ ■ ■ ■e►MIE TYPED E0 30 40 60 60 TRIBUTARY WIDTH - PRODUCT RENEWED • • • AccEPrANc6N . DI 12191.01 • • EXPIAATION DATer ell 24 24) • ateo240000114 O ••• • • • • • • • • • • • • • •• •• ••• • • 70 INCHES 00 • ANCHORS TYPE 2 X 2 X 1/8• ALUM ANGLE 2 -8 /8' LONG 14 S.M.S. 1/2' MIN. EMBED INTO WOOD 1/ ANGLE 4, MULLION 2X2X1 /M ALUM ANGLE PRECAST CONC. SILL # 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 3/18 DIA TAPCON 1 -1/2' MIN. EMBED 1/ ANGLE ANCHORS TYPE 'B' 1X2X1/8' ALUM ANGLE # 14 S.M.S. 2/ ANGLE MULLION MULLION 2 X 2 X 1/8' ALUM ANGLE 2 -8/8' LONG ° • 14 �S.M.S. 2/ MIN. EMBED INTO WOOD ANGLE MULLION CLIP (ALT. TO ANGLES) THIS CLIP TO FLOAT INSIDE MULLK)N (NO SIDE FASTENERS REGO) •• ••• • 03 • • • •• • • • • • • • • • •• •t• •• • • • •• • • • • • • • • • • •• • • • • • • •• • Engr. EA. HUMAYOUN W000 • FLA. • t: 8887 • • • • • • EC 102 ?Om • ANCHORS TYPE 'C' 2 X 2 X 1/8' ALUM ANGLE # 14 S.M.S. 3/ ANGLE II11011111,11111f111M11411111∎11V111 '.NOTCH WOOD BUCK TO ACCOMODATE 'CLIP ANGLE TO MASONRY MULLION 1/4' 8 TAPCON 1 -1/4' MIN. EMBED ANGLE I��lul{1111G1p1 „1,1,1!1,,,,:.: 4, • ° CONCRETE OR CONC. FILLED BLOCKS 2 X 2 X 1/8' ALUM 414015 3 -8/8' LONG WOOD BUCKS NOT BY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED. ••• • • • • • • •• • ••• i • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • PRODUCT RENEWED ACCEPrmallo. of •114 $• n 1 EXPIRATION D. BY ,RODUCYCONTRQLDW18BDN DOOR OOMPLTANCE OPPICIR 0 3 7 3 m 2 z a 4 Us la 1 drawing no. Mss -OBA `heat Gf 3 _'A_ x3,a 9 2006 �` MIAMI-DADE COUNTY, FLORIDA IdE RO -DADE FLAMER BUILDING BUILDING CODE COMPLIANCE OFFICE 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION m ® MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is bCe The docume by the Board o the Authority Ha r I I - kl- -� • iplicable rules and regulations governing the use of construction materials. " u IIas reviewed by Miami -Dade County Product Control Division and accepted .:. all : ORA) to be used in Miami Dade County and other areas where allowed by vrng This NOA . A. . expiration date stated below. The Miami Dade County Product Control Division an M .. !: " qty) . I • or the AHJ (in areas other than Miami Dade County) reserve the right to have this . «. . 23,. a • x:, ted. , « 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 9]S 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98, with revisions 12129103 signed 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 and Small Missile Impact 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, andfor mangy of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT; The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # O2- 0305.02 and, consists of this page 1 and evidence page E -1 and E-26 as well as approval document mentioned above. • The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturers die drawings and sections. 2. Drawing No. 4112, titled "Aluminum Horizontal Sliding Window", sheets 1 through 6 of 6, prepared by PGT industries, dated 2/16/98 with revisions dated 12/29/03 signed and sealed by Robert L Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1969, dated 3/17/98, signed and sealed by Joseph C..Chan, P.E. 2 Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Uniform Static Air Pressure Test, 1 wading per FBC, TAS 202 -94 3) Cyclic Wmd Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ¥1L -3740, dated 03/18/03, signed and sealed by Joseph C. Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by PGT Industries, dated 1/8/04, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to `EL DuPont DeNemours" for "Dupont Butacite R PVB" dated 02/15/01, expiring on 12/11/05. 2. Notice of Acceptance No. 01-0205.02 issued to "Solutia Inc." for "Saflex/IKeepsafe Maximum" dated 05/17/01, expiring on 05/21/06. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 PGT INDUSTRIES NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS L Statement letter of conformance, dated January 25,1999, signed by Robert L. Clark, P.E. "Submitted under NOA# 99-0204-03" 2. Statement letter of no financial interest, dated January 25,1999, signed by Robert L. Clark, P.E. "Submitted under NOA# 99-0204-03" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (kBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: Apra 08, 2004 • NOTES: LARGE MISSILE IMPA T WIN 1 1. GLAZING OPTIONS: A. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1 /8" ANNEALED GLASS. B. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" LAMI 1.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8# AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (1) LITE OF • 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS. D. 13/16" LAMI 1.G, GLASS CONSISTING 0F: 1/8't HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: X0 or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX ""- DAYLIGHT -0-1 -- DAYLIGHT OPENING OPENING 58 1 /4" MAX FIXED LITE DAYLIGHT OPENING 63" MAX HEIGHT O DESCRIPTION QTY. /LOCATION 1* 6 8 9 FLANGE RAME JAMB FIXED MEETING RAIL SASH MEETING RAIL SASH SIDE RAIL Al m. 6063 -T GLAZING B Alum. 6063-T5 Alum. 6063HS -T5 Alum. 6063H S -T54 Alu , 6 +63 -T5 WMNDLOAD ADAPTER FLANGE FRAME HEAD F GE FRAME SILL ME SILL ADAPTER Alum. 6063 -T5 +P BOT. RAT. . um. 6063 -T5 SCREEN R 1 R Alum, 6063 -T L'AMI'I, E-D USING ANN 61 225 4054A 4006C 12230 34.71 2 1 VENDOR INDALEX 1 8 i�T' ift Alum. 6063-T5 111 8 RIGID PVC MR" mart r'. 16 16 16 .350 350 ANTI --LIFT CHANNEL 18 19 20 Alum. 6063 -T5 1 x 1.000 Ph, Fl. '5 6 x 1.000 PH. PAN SMS WEATHERSTRIP IAN WAL BULB VINYL 8 x .500 PHIL. Fl SMS 61237 12238 12239 612240 LITES OF 1 8 1 1 2 8 ANFID G SS HEAT STRENGTHENED GLASS Ct� nidspon of frame sill INDALEX ALUMAX A MAX VENDOR 6 054A 6400.0 ALUMAX - 534.71 L 6WC IP -1 MAX MAX 28 rsinFaallti -1 240 �• lir igimiling Dr 1.000 PHIL P.H MS SWEEP LATCH BM m ROW` Mid" WEEP HOUSING WEEP FLAP ROLLER HOUSING BRASS WHEELS WSTP .270 x .170 1 CON THE STRIP SLI. 8" H .3 BACK FIN SEAL VINYL STRENGTHEN 16 1.0. 1 ING BEAD WSTP .187 x .230 B 16 1.G. ` H x 57" MAX VENT DAYLIGHT OPENING 6" MAX. 6" MAX 4" MAX ---- 1- 6" MAX 8" MAX 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION EAT 12244 76X1 PPA 6TP247 7856A 781P A 71096 70.23 0 51 BRWHL2 61082W 6 899 6 P24 2 4 AX • raids an o vent' Windload •. a • ter screws for anti --lift ch • nnel 1 . er Gla in i Bead Sweep La c screws when using 2 Sweep Latch s Fr.v.s.ast_sogy. screws 11.5 from ends-vent mtg. rail a. if hei • t 1 Omids an 1- tcmlds n 4 ' from ends 4 ` from en • t3 ed. en r of vent to M 4 2 per Ro ler Housin Ell ©vent t box rails O vent amb raj roi 1 1 MERC PLASTICS S FASTENER MINIATURE DIE CASTING R TOOL •• MASTER TOOL aMiniECINAMF m a . rail SC' LEGEL OR «UIr P.G.T.• D • W CORNING PLAST 1S di [� 6063 -T5 K FIN SEAL ENOTHENED GLAS • • 3 8 SPACE 5 i®r�E RAI 16 ' LAMI 8 .•90 1 INDALEX HLEGEL OR TP -247 POT.214.XX 7-M10-250 7 -M10 -251 0312• '. F'57826- ` 7 4067 060 • • 8' SPACE 16 I 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATE() AS FOLLOWS MAX. 6 FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING NAIL CENTERLINE. MAX. 15" SPACING. Jas$: • MAX. C" FROM CORNERS. MAX, 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REQ'D. 6. REF. TEST REPORTS: FTL-1969 & FTL -3740 P.K. F.K. tt FArypt Rvbo t L Clerk. P.E. PC aura F.kijctWal nesd F.K. r. Dawn D.B. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O, BOX 1529 NOKOMIS, FL 34274 8 S .09+ 1 & PER SHT S. rikii=104 al RM. A Nw w, ,. .04 1.11 Toy ... 0 • • • • • • • • •. • •••• • .. •. • .Oasption: ox ELEVATION & X3.0. M. LG. MISSILE ALUMINUM HORIZONTAL SLIDING WINDOW serme Hs:_770 Sale: NTS Drawing No. 4112 . COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A & C A. 5/16" LAMINATED (1/8" ANNEALED, .090 PV8, 1/8" ANNEALED) FTL -1969 & FTL -3740 D. 13/16" LAMI I.G. -118 "HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGHTENED, .090 PVB, 1/8"ANNEALED) WINDOW INDOW H lt3HTS WIDTHS 26.500 3 .0 44.000 $ 60.000 6 .000 :rE1i 66.7 66.7 6.7 66.7 66. 66.00 0.000 74.000 66. 66. 66.7 -75.0 -75.0 -75.0 .0 -75.0 -75.0 -75.0 -75.0 -75.0 38, 75 66. 66. 66.7 66.7 66.7 66.7 65.5 60.8 58. -75.0 -75.0 -75.0 -69.4 -58.2 44.000 66. 66.7 6• .7 -75,0 -75,0 -7 .0 6•.7 62.0 58.9 56.6 -62.0 -58.9 -58.6 -5 .3 50.625 66.7 66. 86.7 61. 54.8 -75.0 -75.0 -54.8 59.1 00 66. 66.7 66.7 56.0 46.0 46.3 44.2 -46.3 39.1 -7.5.0 -75.0 -75.0 60.000 66.7 66.7 Ican -46.0 IIEUM 66. 55.0 -75.0 - 5.0 -75.0 .000 66. •}e 6.7 54,2 44,3 M -42.2Mil 40.4 36.8 -40.4 -38.3 -36.8 9.5 -75,0 -75.0 -75.0 -54.2 -44.3 -41.3 36. -39.5 -37.4 -36.1 62.000 66.7 66.7 66.7 3.4 43.7 40.5 38.7 -75.0 -75.0 -4.0 00 66. -7 ' .0 6.7 66.7 Mill WM -40.6 -38.7 .8 -3 .5 0.0 36. 34,8 - 5.0 - 4.0 -4 .0 -37.9 -36.1 • .8 COMPARATIVE ANALYSIS TABLE 2, G SS TYPES B &3 FTL -1969 & FT - 740 S. 5/16" LAMINATED (1 /8" HEAT STRENGTHENED, .090 PVB, 1 /8" HEAT STRENGTHENED) D. 13/16" LAM1 I.G. - 1/8"HEAT STRENGTHENED, 3 /8" SPADE, 5/16 LAMI (1/8 "HEAT STRENGTHENED, .090 PVB,1 /8 "HEAT STRENGTHENED WIDTHS ND 8.500 • • GHTS 2`.0'0 38. 5 44.00.0 50.6 6 59.,00 60.000 6 .000 62.060 63,0'0 .6.7 -75.0 66.7 - 5.0 66.7 -7 .0 66.7 MB .6.7 -75.0 66.7 - 5.0 -6.7 • -7 .0 ..: • ; -75.0 66,7 . 37.000 44,000 66.7 -75.0 66,7 - 5.0 66.7 66.7 -75.0 6 • .7 -75.0 6..7 - 5.0 66. -75.0 ,: 6 = , ' - 5.0 66.7 66,7 -7 .0 75.0 66,7 -75.0 66, -75,0 0 66.7 76,0 66,7 - 5.0 X6.7 66.7 -75,0 66; -75.6 68,7 -7 .0 66.7 -75.0 .66,7 66.7 -75,0 66.7 -75.0 6 • .7 -75.0 :6.7 -75.0 66. . - 75,0...: 666.._. -76.0 66.7 66.7 -- { .0 -76.0 60.000 68.7 - 5.0 66.7 - 5,0 • • �:� � 5.0 66.7 - 5.0 66.7 -75.0 60.? � ��'. �� -75.0 : 66. . -75.0 63.000 66.7 -75.0 66.7 - 5.0 66.7 -76.0 66.7 - 6. 66.7 Kam 6.7 -75.0 6..7 -76.0: 66. - 5.0 68. -75.0 66.000 68.7 - 5.0 66,7 -75.0 66.7 - 5,0 66.7 - 5.0 66.7 -75.0 6.. -75.0 66. -75.0 66. - 5.0 66. IMIllikall -7 .0 70. 000 66,7 -75.0 66.7 -75.0 66.7 66.7 a75.0 66.7 -75 ;0 $6,7 -75.0 66. - 74.9..: 66,7 74.000 66.7 -75.0 66.7 -75,0 6 • .7 " . r 66.7 -75.0 66,7 6 = .7 - 3.5 66. -70.9 66. -69.6 NOTES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13OO -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 --94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 1 Robe L. Claris, P.E. PE #39712 Structural -111111i:. r 12 29 03 F- UPDATE' TABLES 7 23/03 jCT MBL£ 3 "C&C 4 4 0.3 E 13 le I.G. NOB Revd Oahe F.K. ROW Toad 6hr. MitsOws • • • • • .. • • • • • • • • • • • • .. .... - r .�.� ,. r..., ob • •••• • •••• .... • .. .. • F 9/6/02 D- ' SFA TABLES l�ra+rn e: D.B. 2/16/98 Dosariptfon: GLASS TYPE COMPARATIVE ANALYSIS 1070 TECHNOLOGY DRIVE NOKOMIS, FL. 34275 P.C. BOX 1529 NOKOMIS, - FL 34274 now ALUMINUM I-10R1ZONTAL SLIDING WINDOW Serlae/Abd.l: HS -710 Scale: NTS Sheet) 2 of 6 aw g No, 4112 R G • • • • • • • • .• • • • • • 5/16" LAMINATED —1 13/16 NOM. j 1/8" HEAT STRENGTHENED GLASS .090 SAFLEX KEEP /SAFE MAXIMUM OR DUPONT Pita INTER LAYER —" 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS @OR @ OUTSIDE • 1( '711 mid 1 QLA 4NG pETAIL.S: 1.. J 1 §" (.82) 1.G. REFERENCE TEST REPORTS: F TL --1969 & FTL -3740 1/2" GLASS BITE TYP. INSIDE 9,05.1 .DE 4101 /2" GLASS BITE /8" ANNEALED GLASS 1 .090 INNER LAYER (DUPONT W /Bu ACITE OR SAFLEX /KEEPSAFE MAXIMUM) INSIDE ---1 /8" ANNEALED GLASS TAI 5/1 71 QUT5IDE 13 Is 1 /8" HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED -"" GLASS MINA 49 1/2" GLASS BITE .090 INNER LAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) • • • •. •• • • • • Pitaptici UMW •• Asuiptsaar I w0 • CSC `a • ..�. • • • •••• • •••• • • • • • •• • • •••• • •••• • •••• •••• • • Robert L. Gark, P.E. PE #39712 Sh'udurat er F.K. Revs F.K. Rivard Oat.: 12 29/0 Revisions: G-R11101.E 115128 WASS 1YP1' K. F ITEA1 17 SCALE ivomonie 13 18" 1.0. 0— D GLASS TYPE' R' own D.B. 2 16 98 Deecrip%lpn; SECTIONS & GLAZING DETAILS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 nti.: ALUMINUM HORIZONTAL SLIDING WINDOW Servo /Mpdek HS-710 Scale: NTS Shoat: 3 of 6 Drawing No. 4112 Rev: G •• • • • • • • • • • • • • • XXTER JOR ROUGH OPENING 2.710 .500 MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING ROUGH OPENING MAX. VENT DAYLIGHT OPENING 2.094 .500 r 2.710 ROUGH OPENING VERTICAL SECTIQN MAX. WIDTH EXTERIOR --- MAX. DAYLIGHT OPENING -"- MAX. DA 2.784 2.784 G rt L. Clark, P.E. PE #39712 Structural 2.643 - -"�- HOR ( T'AL SECT1t i 1 070 TECHNOLOGY DRIVE NOKOMIS,. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 .705 ROUGH OPENING -- .500 • . • • • •• • • •••• • • •••• gam••• kiapareo R _ `�'i'w�e'X•iT• j., .4 A xirit • • •••• • • • • •••• • • • • • • • • • • • •• • •••• • • •••• • • •••• • • • • •••• • • • • • • • • 1 Roved 00-- F.K r F.K. :Tend er } F.K. J�rpwn Descripttan: { SECTIONS iitk: ALUMINUM 03 996/02 2 16 98 s /Mod.,: HS -710 Wigton 0-REMOVE REM 28 CLASS fl F-NO iHG THIS SHT E AQDr 129.132 D� � GLASS TYPE & GLAZING DETAILS HORIZONTAL SLIDING WINDOW sue: shoot: 4 of G NTS Droving No. 4112 o.. G APPROVED WOOD BUCK (SEE NOTE 4.) it • v 9 A 3/16" TAPCON (SEE NOTE 1) 1 1/4" MIN. 1/4" MAX J SHIM TYPICAL, HEAD SECTION ,SUBSTRATE ANCHORING /16" TAPCON (SEE NOTE 1) 1/4" /4" MAX. SHIM • . �. • TYPICAL SILL SECTION SUBSTRATE ANCHORING APPROVED 2x WOOD BUCK (SEE NOTE 3.) 1 1/4• MIN, 1 4" MAX. J SHIM #12 WOOD SCREW TYPICAL. HEAQ SECTION WQQD ANCH F INQ #12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) • • y p .per 4• TYPIQA� SILL SE TAN WQOQ ANCHORING NOTES: 1, USE ONLY MIAMI --DADE COUNTY APPROVED ELCQ TAPCONS. 2. REFERENCE TEST REPORT: FTI. -1969 & FTL-3740 3. INSTALLATION OF' 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL, 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. /3/° 6" TAPCON (SEE NOTE 1) 1/4" MAX, SHIM 1 1/4" MIN, 1 APPROVED WOOD BUCK (SEE NOTE 4.) TYPIC 1A0 SECTI0 SUB TRAM ANCHORft±G 1/4" MIN, 1/4" MAX, SHIM �-�-r- ittakigranwilk Mttl1lk* Aacapt+r #12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) 1 1/4" MIN. • • • • • • • • •• • •••- • • • • •••• • - • • •••• • • •• • • • • • •• • •• •••• • • • • • • •••• • • •••• •••• • • • •• T �'1CA1 MB SECTION•..• -: WOQD ANCHORING Robert L Clark, P.E. PE #39712 Structural T 1070 TECHt4QLOGY DR1W NOKOMIS. FL 34275 Osecwtptivn: ANCHORAGE utfa: ALUMINUM HORIZONTAL SLIDING WINDOW P.O. SOX 1529 - Sarieilidadat Scale �+ Meth NOKOMIS, FL 34274 1 HS-710 NTS TJ .5 of 6 Drawing 4112 Rai G • • • • • - • • • • • • • • • -H I--- .705 - -��-�- .062 .062 1.349 .062 .723 .688 ••� Imo- 1.097 S19 • • • • .... • • • • • .. • • .. • .... .... • .. • • .... • • • .... • • • .. • • .. • • • .. • • • • • • • • • • • • F.K. Rd OP F.K. &Ma F.K. REFERENCE TEST REPORTS: FTL-1969 & FTL -3740 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM HORIZONTAL SLIDING WINDOW Serf. /modes: HS-710 Drawing Na. 4112 JOB NAME : RESIDENCE 558 NE 94TH ST MIAMI SHORES , FL IT C PY -•xeof /0/2- OCT 1 9 20 06 B Yo emvov_soa mom •••• • • •••• 00.0.0 • • •• •• •0000• • • • •••- • • • • •••• • • • •••• •• • • •• •••• • • •••• • • • • • •• • • • •••• • !Fun-AN-Ts, i c. of YA L.n.H. No. E3-0007 1 'ENGINE iLir1 4'.E. No. 2006 •0000• • • • 000000 • • •••0.0 • • •0000 • • 00000 •••0•• • • • •••••- • • •••••- • • 5T-3# REAR LEFT MASTER BEDROOM BATH FAMILY ROOM 1 BEDROOM LIVING NOT PART OF THIS PERMIT KITCHEN DIENTIG NOT PART OF THIS PERMIT LAUNDRY ROOM/ GARAGE FRONT NOTE: MEAN ROOF HEIGHT: 13'- 6" ROOF TYPE : 4: 12 EXISTING METAL COLUMN (BY OTHERS) GROUND FLOOR RIGHT NOT PART OF THIS PERMIT (VENTILATION) D-CrAJ/i61 CARLOS MANUa. PFP.FZ, ,STRUCTURAL ENCiNEEr FLORIDA P.E. No 5431 REVISION: DATE: 10/06/06 SCALE: 3/16" = 1' DWG. BY: MR.Z. JOB #: 583 1 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS, NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(IE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR EXISTING METAL COLUMN (BY OTHERS) j "D" OCTAGON 35" X 35" "PW- 701" ALUMINUM PICTURE WINDOW —LMI N.O.A. : 03- 1105.01 ZONE 4: +54.7 -59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS INN 4, -2' 2' -6' ,j, ,, 1"X 4" X 50 -5/8 "ALUMINUM TUBE NOT PART \ 1"X 4" X 63 "ALUMINUM TUBE MULLIONS BY TRACO (NO REINFORCEMENT) OF THIS PERMIT BY TRACO (NO REINFORCEMENT) "A" no. 90-1/2" X 50 -5/8" (2) 45 -1/4" X 50- 5/8 "(XO) "HS 710" ALUMINUM HORIZONTAL SLIDING WINDOW- IMPACT RESISTANT N.O.A.: 03- 0612.06 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" H.S.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4 "X 50 -5/8" ALUMINUM TUBE MULLION BY TRACO (NO REINFORCEMENT) N.O.A.: 01- 1218.01 FRONT ELEVATION "C" 54 -1/2" X 51- 3/8 "(XO) "HS 710" ALUMINUM HORIZONTAL SLIDING WINDOW- IMPACT RESISTANT N.O.A.: 03-0612.06 ZONE 5: +54.7 —73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 DUPONT BUTAC U E OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" H.S.GLASS 111311 M.O. 112" X 63" (2) 26 -1/2" X 63 "(LATERALS) "SH — 700" ALUMINUM SINGLE HUNG WINDOW — IMPACT N.O.A,: 05- 1018.01 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS (1) 59" X 63" (CENTER) "PW -701" ALUMINUM PICTURE WINDOW —LMI N.O.A. : 03- 1105.01 ZONE 4: +54.7 —59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4 "X 63" ALUMINUM TUBE MULLIONS BY TRACO (NO REINFORCEMENT) N.O,A.: 01- 1218.01 8.,' F1I1 l OF f.f. "s?' No. Lb ;i 077Z, M ; P.E, STRUCTURAL ENGINEER FLORIDA P.E. Pao. 5464 C. RLO ;`A�NUEL PE REVISION: .1 06 r DATE: 10/06/06 SCALE 3/16' =m 1' DWG. BY: MIZ. JOB #: 583 2 of • .• 000000 • • •••••o • • .•••. • • •••••• • • • •••••• • •••••• • • NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMENTG,ETC.) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR 0 NOT PART OF THIS PERMIT (VENTILATION) OF THIS PERMIT RIGHT ELEVATION "G" 37" X 51- 3/4 "(X) SERIES C- 740 ALUMINUM CASEMENT WI DOW- IMPACT N.O.A. : 05- 1129.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR IATE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS STRUCTUR AL EN l ai (E (_T 0.`1. Nu. ES-0007761 L ,^_ii °fie F,) tl .. P.E. H. 54044 REVISION: J . .•.• • • • • / 1111 • • • • ••... W •• x 1111 U ... ,, •... ap:: • • • I•• • 1Y •..••• • • • 1I. • • • • •W/ • •.•••• N �• • •[r• M�'� • A • . • T, • • •• • • • • 1- DATE: 10/06/06 SCALE 3/16 DWG. BY: MRZ. JOB #k 583 of 5 .1 .•.••• • • • •••.•• • • •.•..• • • •.••• • • 00000 •••••• • • • ••••.• • • .•.•.. • • NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 • ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR 1' -5', lommolor 4' -2' 5' -4' REAR ELEVATION "E" 71 -3/4" X 83 -1/2 "(NOMINAL) SWD -101 OUTSWING ALUMINUM FRENCH DOOR IMPACT N.O.A. 02- 0701.12 ZONE 5: +52.2 -68.3 GLAZING: .464 LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 MONSANTO SAFLEX PVB OR DUPONT WITH BUTALITE INTERLAYER. INTERIOR LITE: 3/16" ANN.GLASS 4'- "G" 37" X 51- 3/4 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 05- 1129.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LI 1'E: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE: 1/8" H.S. GLASS "F" 37" X 39- 1 /8 "(XO) "HS 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 03- 0612.06 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS REVISION: DATE 10/06/06 SCALE: 3/16" DWG. BY: M.R.Z. JOB #: S83 4 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR No c4 6' -10' 2' -2' "G" 37" X 51- 3/4 "(X) 1"X 4" X 51 -3/8 "ALUMINUM TUBE BY TRACO (NO REINFORCEMENT) LEFT ELEVATION SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 05- 1129.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LIFE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS EXISTING METAL COLUMN (BY OTHERS) "C" 54 -1/2" X 51- 3/8 "(XO) "HS 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 03- 0612.06 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LTTE: 1/8" H.S.GLASS .090 DUPONT BUTACI E OR SAFLEX/ KEEPS e j r e 13, Olti . MAXIMUM INTERLAYER. �.'�� INTERIOR L1'1'E: 1/8" H.S.GLASS `` P.E. JO. "H" M.O. 112 -1/2" X 51 -3/8" (2) 56 -1/4" X 51- 3 /8 "(XO) "HS 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 03- 0612.06 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" H.S.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4 "X 51 -3/8" ALUMINUM TUBE MULLION BY TRACO (NO REINFORCEMENT) N.O.A.: 01- 1218.01 REVISION: J ••.•• 10::401.0. 11 �a• • 1100 • .1100. • 00'00' •� . 00 • • • • 1 •••• •:*: • r DATE: 10/06/06 SCALE 3/16" = 1' DWG. BY: M.R.Z. JOB #: 583 5 of 5 0000.. • 000000 • • • • •.••• • • 00000 •..11•. • 000000 • • • •