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WS-10-1548Inspection Number: INSP- 150579 Permit Number: WS -8 -10 -1548 Scheduled Inspection Date: September 15, 2010 Inspector: Bruhn, Norman Owner: LAY, FELIPE JORGE Job Address: 89 NW 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: JC IMPACT SHUTTERS & GLASS INC Building Department Comments September 14, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement INSTALLATION OF 13 OPENINGS. 11 WINDOWS AND 2 DOORS ALL IMPACT PRODUCTS. Passed W Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Phone Number Parcel Number 1121360050250 Page 8 of 19 BUILDING PERMIT APPLICATION FBC 20 Address: gc1 N la) 5 Cit f 1 ct m 1 &\(1 p f es Stater City: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 JOB ADDRESS: V . 165 S" ' eei- Miami Shores County: Miami Dade °New Permit No.►G VS tOH 5 Master Permit No. Permit Type: BUILDING ) OWNER: Name (Fee Simple Titleholder): I < e' —0-N4 Tenant/Lessee Name: Value of Work for this Permit: $ Z 3 Q41 Square/Linear Footage of Work: AUG `IIECTERWZD 3 0 aoto Phone# :(3b 305 - 4 Ct 0 Zip: 3 VSb- Phone#: Email. Zip: 531 5Z.) -12C! I Folio/Parcel#: II- Va Q ozeo Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: fifi J C., 1f(Y1 1 �, I U f cc4 e i 4- ( 1Q .Phone#:(.1__ Address: ld ' t City: On ea State: K. r _ Qualifier Name: h earkatSr Phone# 1 @ 1 State Certificatio or Registrat #: Certificate of Competency #: � 4 0 b b1 Contact Phone#: 3 f333 41 9-1 Email Address: ,*) e.1 KYlp Ci resit r, y cas ' 4 C1 DESIGNER: Architect/Engineer: Phone#: ODemolition Type of Work: OAddress °Alteration Description of Work: 1 fl • COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ C CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Technology- Fee $ 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 j ib site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notic , the inspection will not be oved and a reinspection fee will be charged APPROVED BY tractor The foregoing instrument wasacknowledged before _methis 5 The foregoing instrument was acknowledged before me this 5 day of 20 � by (,k, , day of 5 , 20 1D who is personally own to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: o . State da I Print: C O Y s My Commission Expires: Adrian Smith Mq Commission 0D631533 w -: omm• sionDD631533 My- Commission.:,. `a.� ° ° 1 \: 112112011 F,r�� Exp i 11211201 !� , x pires 0 *****a, * *, gar****** ********* ar******** ** ******** *** * *** * **** * * * **** ***** **t, r******** * ******** ****ar*** ** * * * ** ** (Revised 07 /10 /07xRevised 06/10/2009)(Revised 3/15/09xrev6/4/10) �Ct • 4.A 10_4 _r who is person J1y1 vn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Zoning Structural Review Clerk NOTICE OF COMMUCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SM, AT ;; A OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.% %— 2kNo-co.5 - STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain re+l property, and in accordance with Chapter 713, Florida Statutes, the following informati is provided in this Notice of Commencement. 1. Leg description of . ro s -Ir v Qrs 2. Description of improvement: 3. Owner(s) name an dregs: Interest in property: eSs Name and address of fee simple titleholder. 4 utur ctor's name, ad phone number. WI i I .!a _ y $ _ .7 Mil 5. Surety. (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART i, SECTION 713.13: FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NO CE OF COMMENCEMENT. Signature( • tb • r :f ®, ; y }pared i . / _ •�` Print Nam = w e< Title/Office Tltle/Offlce cS� d G ATE OF FLORIDA /LIe 7 COUNTY OF MIAMI -DADS , The forego! inuInent _was acknowledged before me this 5 day o 1AwU � �.� . 10 BY dividually, or ❑ as for Personally known, or la produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) ..525, FLORIDA STATUTE$ Under penalties of perjury,1 declare that 1 have read the foregoing and tha the facts stat in it are true, to the best of my knowledge and belief. L i _ 1•�: ' 1..�_�1 .! I_•r. r s) • er(s) or�; eh -52 PAGE 3 3/10 /Director /Manager a S Print Name Crpn irector/Partner/Manager who signed above: 11111111111111111111111111111111111 E 11111111 CFN 2 10R0566,60S DR Bk 27344 Ps 3465; tips) RECORDED 08/20/2010 13.35:42 HARVEY RUVIN, CLERK OF COURT liIAtiI -DADE COUNTY, FLORIDA LAST PAGE 1. e reserved ofar use of recording office address: S9 1•) 106 S*. rYliCAmi &)& Yli. cane i ShcreS t t=C• • Adricara 3 mitfi My Commission DD631533 Ex sires 0112112019 (r) m — • 0 0 0 0 rn ril : C .1 • • iftWerw..meraa 0 0 Fri • • • • e • • • • • • • • • • • • • • • • • • • • • • • • 4,07.0d dfild 4 7r- 26 C14ss Ys-tAati • • • • • • • • .■ • • • • • • • • . • • • . ---,• 1 • • . •„ t , 7 ,, y. F - . 7„.. . t . " 0 : , • • • 3s S-11 M . 41 .?o7 C4SE/W0A/T 7/(1 // 7 0 - C24 /€,441/ .. . pCr iv/ pA-,rigesyszpi- • •• • • • • /0 OCIOR • k a'sfe); a' %4' ZIP 1 4 , 6 —. C 0 Z 0 Ai/A- L c 3 3 G4sghie 37 x fD 371( CAS 0/4/0,cir O. al■•• ■•■■• CA-Scifo4/7 r legs S CAW/PE I I /9 k g9"4: C4-3E/./T 3 7 Xsri, leo CAISENEVT 37Y gpacs CettSgAiEvr 37 X V. Z.- iltras4 v Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31 -40 48.1 ' 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 I 62.0 76.6 LOCATION EXAMPLE BR ❑WARD COUNTY, PALM BEACH AND EITHER COUNTIES Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31-40 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 MIAMI -DA M❑NROE COUNTY Building Height Roof Slope Tess than 10 degrees ' •' ope g ter than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 ' 42.5 46.1 56.7 d 46.5- ' 50.4 (62.2 6 20 45.2 48.9 60.2 49.4 53.5 66.1 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31-40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 75.9 62.2 67.5 83.3 MIAMI -DA E COUNTY FLORIDA BUILDING CODE 07 - ASCE /SE1- -05 - WIND LOAD TABLES - 14 146; 150 mph - Exposure C - Enclosed Building with mean roof height es an or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY WIND-PRESSURES II■PSF 46 MPH VELOCITY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING tS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-05 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category II Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.6.3 - Open Terrain with scattered obstructions with heights Tess than 30') 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCpi =.18 - Table 6.7) 7- BASIC WIND SPEED - V= 140,146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt=1- (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horzontal dimension or 40% of the Mean roof height, but not Tess than the larger of 4% of the least horizontal dimension or 3 ft. cob Roof Slope (h) MEAN ROOF `$ P \HEIGHT r - �e o"�� aN "e a <= BW x 0.1 or a <= h x 0.4 BW less or equal than BL a must not be less than a= 3 feet or a= 0.04xBW WIND PRESSURES IN PSF 150 MPH VELOCITY EN6CO, Engineering Services - CA 8116 6971 W. SUNRISE BLVD. 104 PLANTATION - FLORIDA 33313 Tel: (954) 585 -0304 Fax (954) 585-0305 E -matt: Engco AOL.c om MAY 1 010 PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 3/1/2010 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: °PG) \ 5Nu(1 �Z��i�� 0 c2 MIAl►L1 DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 175 -2901 FAX (305) 372 -6339 wvvw.maiitnidade.eovibuildinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this p>luct 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 -Dadd County Product Control Division that this product or ma �: ;; y- « _ -,, ents of the applicable building code. This product is approv escribed herein, and has been design witli the Florida Building Code, including, j 'gh Velocity Hurricane Zone. DESCRIPTi C-740 . APPROVAL 1 .' : Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", s>dget.4 1 through 13 of 13, dated 12/17/02 wi revision ► ,� , : .; �, by ma iuf pturer, signed turd. • sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Con = of 4eneta • stamp with, #he.. Notice of Acceptance number and expiration date by the Miami -Dade County Product Gonteal•Division• • MISSILE IMPACT RATING: Large Missile Impact Resistant • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1 i . �RFitY, Ladd.' following statement: " Miami - Dade County Product Control Approved ", unless otherwise pp&L herein... : • • RENEWAL of this NOA shall be considered after a renewal application has been filed nttdrtltere has been• • no change in the applicable building code negatively affecting the performance of tins': int; • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or catlgt* • in the materials, use, and/or manufacture of the product or process. Misuse of this NOA gd eadorsen 4 pf any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Faihire,tp• 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 mathifacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08-0117.11 Expiation Date: May 22, 2013 Approval Date: May 15, 2008 • • • • • • • • • • 0 n PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17102 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. HI 4608 dated 05/10/05, signed and sealed by Edmundo Laaespada, P.E. (Submitted under NOA# 05-1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 20 -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 Laborato Test Report Ng, • • • l+ " 1'L 4607 dated 05/10/05, signed and sealed by Edmundo Largaesp 8, t.E. ... • • (Submitted under NOA# 05- 1129.11) • • • • 3. Test reports on 1) Uniform Static Air Pressure Test, Loading p FB 1.I•AS 202 -94 2) Large Missile Impact Test per FBC, TAS 2t}1 -94. • • • • . ; • • • . 3) Cyclic Wind Pressure Loading per FBC, TAS 203 • •' along with marked-up drawings and installation diagram of two out rpg%alnminum. casement windows, prepared by Fenestration Testing Laboratory, Ten 4port No. • FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, : • • • • (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 202-44 • 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, TA$ 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 tw i outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R , • No. FTL 3587 dated 10/8/02, signed and sealed by Jose h Chan, 1 (Submitted under NOA# 03- 0611.02) E -1 .• • Mannel Pe Product Control } NOA No. 0 : .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 • • • • • • .• • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading,per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202494 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 Laboratoryy, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted wider 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 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Lowing 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 thiee aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, I.E. (Submitted under NOA# 03 0611.02) C. CALCULATIONS .... • 1. Revised Anchor Calculations and structural analysis, prepared by 'manufacturer • 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complie's w /MTAi E 1340 -1$ . • • D. QUALITY ASSURANCE 1. Miami Dade Buildin • g Code Compliance Office (BCCO }. s ••••• ' • • • •••• ' •.' E. MATERIAL CERL 1J 1CATIONS •••••:• 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNep gijrs,& Co., Inc. . • for their "DuPont Butacite PVB Interlayer" dated 01/05/06, 'ex/Acing oh 12/1•1/10, • 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. fo* their "�Sa flea DIG • • Clear or colored Interlaver" dated 05/04/06 expiri on 05 N • . .... • • • F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industrie for th< _ 'es C -740 Aluminum Casement Window — L.M.I., approved .. 0 / 3/06; ex. 'to :.• 0 5/22/08. Manuel P Product Contro finer NOANo. is . 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 F14 man e F.K. NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 1NTERLAYER 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 PONT PVB. C. 7/16" LAMINATED ■ S COMPRISED OF (1) LITE OF 3/16" LASS 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. A F. 13/16" LG. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7° ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING T_ -- 12)ANCHORB 3•'APARTATMID=SPAro A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHQWRI IIO SDE :T$ 5 7tfLzOCIGCI 9. • St E SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. • • • ••• • • •' • • 5. SHUTTER REQUIREMENT: NONE REQUIRED • 6. NARROW JOINT SEALANT IS USED ON ALL PSUR OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. ALUMINUM CASEMENT WINDOW, IMPACT S"rnue".c CA-740 warm 8 ACA 13/48' /.G. & MOVE GLAZING OEM 01611E142 2 reW nx C NO CHANGE T SHEET • • • • • RWaar TAW ADO 78'HT., GLASS TYPES FAN0 0. REV&ANciARAGE. Meeks" tie t"q; • • • 1070 CILYOLQGY Avow, 34248 • • Pt. 80X 1820 • NOXO93. Fl. 34274 • •• • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • •• •• • • • • • ••• • • • •• • X 0 } X 0 x CONFIGURATIONS OPTIONS } X X X 0 x 0 x UNEQUAL LITES X 0 UNEQUAL LITES 0 X UNEQUAL LITES • A NOTES AND TABLE OF CONTENTS 1 ✓ 13 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 7045 -8 PPINHI 'T ItENEW82 aemral.tft slits tz 9"1,1173 pirethu r.41: ' Luca" A. Turner, P.E. PE 888201 MechaNcel 3116" ANNEALED OR HEAT STRENGTHENED GLASS 3/16 �-- STRENG GLA A 1/8" ANNEALED OR .090 PVB INTERLAYER HEAT STRENGTHENED 0 4 GLASS 1/8" HEAT STRENGTHENED GLASS 30 31 r. ll 0 65 "NOM. i GLASS BITE ILL MOW Ratad8% d Royal= F.K. 3/28 ND 9 Rand* WS& Rrdslona F.K. 7/10/03 C RemISK dot : Ramker FK 823/00 D *wow det Checker e% F.K. 03/25/03 5/16" LAMINATED GLAZING DETAIL 7/16" LAMINATED GLAZING DETAIL NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT VB INTERLAYER EAT ENED OM. BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 118" ANNEALED GLASS • • •• • • • • • • • • • • • • • • ••• •• • • • • ••• • •• • • • REDRAW GLAZING DETA0.86 ADD 191•0.: • ." 07 • 0 • • • NO CHANGE THIS SHEET • • •• • A�t$L • • • ••• • • ADD MIT I LG. W/7/107.AL418 CORRECT 8110 LAM DETAIL P.G. 80X 1029 NOKOM IS FL 34274 • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • 13/16" 86 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL .65" NOM. GLASS BITE 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" LG. WI 5/16" LAM! GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT 1 111111ba PRODIiL`r 41fi! ?:ti9f5:. * mesa:r , n" ( V-24414 WoadA TUrO0. PE 038201 Mechanical CENTERLINE 1 1/2" ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR 11/2" LOCATION TYP. 13" MAX. O.C. 4" MAX. 4" MAX. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) i SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. DAYLIGHT OPENING 7 4" MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 4" MAX. 134" MAX. WIDTH • 37" MAX. • . • '60° MAX .I•IXE 0.0 VENT TYP. DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT, 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 53" MAX. 30" MAX. DAYLIGHT DAYLIGHT OPENING OPENING L ELEVATION "A" - • "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 4" MAX. I 4" MAX. 69" MAX DAYLIGHT OPENING SEE MEETING RAIL DETAIL TYP. (4) 74° MAX. WIDTH 30" MAX. DAYLIGHT OPENING r NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION X SEE MEETING RAIIkDETAIL 7P. P. (2) 14 1/2" MAX. O.C. TYP. ELEVATION °S° - "XX" (SEE SHEET 7 FOR PRESSURES) I 141/2" MAX. O.C. VENT HEAD & SILL ONLY A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT PRODUCT MEWED ae eat"0101a0'Mai Ike PotidS ® P.ag,rma ".:,., :• Cl.4' 8 IS 76" MAX. HEIGHT nnxasr F.K Nemfaw F.K. F.K FJ( 10 9/20103 12/17/02 rte,: 7/10/03 Vate C D 012604 a, CHANGE SHEET P10. REFERENCES • • • • • • ADD FENCE LOCATION DETAILS • • • • • • • CHANCE MAX HT. T0 78`AND Aux.. DLO ?7 er • • • ast?' t070, 0101.120116&14 2,. 34 • • Pt BQX 1828 • NOKOMIS, et 34274 Vi. i01 8eaer Dowaiplbr " XX " :VOX ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 'ew a°.torm 'go' NTS 3 " 13 I 7045 -8 D Lucas A. Tumor, P.E. PE 068201 Meaaanleal ••• • • • • ••• • t • • • • • • e • • • • ••• • • t • • • • • • 0 • • • • •• •• • • • •• •• ••• • • • ••• • • Deis HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 12/17/02 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY NOTES HINGE L • r ATION AT HEAD & ILL OF "X" PANELS, PICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) CHANGE SHEET NO. REFERENCES 13" MAX. O.C. 13 - -M O.C. 1 • 4" MAX • 4" MAX. • ADD HINGE DETAIL & HINGE LOCATIONABTES • 37" MAX. WIDT 30" MAX. DAYLIGHT- - OPENING ► t X' 69" M DAYLIG OPENIN 4" MAX. 4" MAX. --►I L ELEVATION °D" - "X" (SEE SHEET 5 FOR PRESSURE 14 1/2° MAX. 0. ) 97" MAX. WIDTH 30" MAX. DAYLIGHT 7;i" MAX. EIGHT 53" MAX. OPENING DAYLIGHT OPENING 37" MAX. VE T 60" MAX. FIXED • • • • • ELEVACORIT - "XQ'$ "V LITE (SEE SHEETS 8 -9 FOR PRESSURES) Oster 0/24!03 Dots 7/10/03 - Ro rtamc C Coebmer D� F.H. • . •• • • • r01s TE�iNOLOO}DR1♦E • •. N�py�S. FL 3425 CHANGE MAX. HT. TO 70M AND MAIL DLO TO 08' P.O. BOX 1828 NOKOMIS: FL 34274 .... • • . . . — +a - • — . -- • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1414. J&arter SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 1 13" MAX. O.C. T )(" .0. XO" & "OX" ELEVATIONS — ALUMINUM CASEMENT WINDOW, IMPACT BeriYlUrtY• 0A -740 4" MAX. 4" MAX -•-I T 60° MAX. WIDTH 53 MAX. DAYLIGHT OPENING ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NTS NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) A 78" MAX. HEIGHT_ MEETING _.. • RAIL DETAIL SHT. - 3 TYP. (2) move rko*otr" 4 a 13 7045-8 1 13" MAX. O.C. R Bp 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT PEOPE T Rr.1 wED o s tos/gdpin5wtffi4tu r1'taas 50tduvg0:45o AeecptvIce gypfle8se gitA j I x%2 � .. Lucas A. Turner. P.E. PE 888201 MetheNael COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/18" LAMI (1 /8 "A,.090,1 /8 "HS) 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) "X" WIDTH HEIGHT 28 3 38 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 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19 1/8 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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 , -90.0 70.0 , -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 _ -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -88.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70,0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -83,8 70.0 -79.9 70,0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -88.2 68.2 -65.0 65.0 - 63.7 83.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68,4 68.4 - 83.9 63.9 - 80.0 80.0 - 58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 32 A -90.0 70.0 -90.0 70,0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 -45.8 45.6 -43,9 43.9 -42.2 42.2 B,E -90.0 70.0 -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 r A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65,5 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 rellallivIsso a ear t'i1 w ia� f .. . 1 , 4ra .., ' ' 38 A -75,0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -541 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 -75.070,0 -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 46.4 -43.5 43,6 -41.1 41.1 -38.8 38.6 B,E, -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" I I (3/16 "A,.090,3 /16 "HS) AL P TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HI e 7 -90.0 70.0 PRODUCT MIMEO i1tl tan Cab Ut Acceptant* No If' , JJI , ." T ABLE 2A. °X" WINDOWS TEST REPORTS: FTL -4607, FTL -4808 L� GLAZING OPTIONS: C. 7/16" LAMI (3 /18 "A,.090,3 /16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE,7 /16" LAMI -W/ 3116 A,.090,3/16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 56.0, NOTES: ® •• ••• • • • • • •• 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL EltSIGN PRtSSIaSaN'JHP Aip TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CF,ETE -FLEX ANCHORS. • • • • • • • ••• • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LI114Ii0 TQ I 6 1 • • • ; : • • • • • • • • • • •_• `7 2 - /I li s� L"c°s A. Ta"er, P E. PE NM Maot,e n�°a� -- - now 3 25817 LLLi i •• ADD OIASS TYPE E TO TABLES 1 4 + • - • o�TS�}WD "D lOKOMI6 FL 34273 • P.O. BMA& • NoxoaUS H.34174 .. • • i - PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, I MPACT o ,, moms ; No CHANGE THIS SHEET • g_____ 823105 REVISE ANCHORS & A 78' HEIGHT OPTION • DD a. t) 12 12/17/02 mm: I Visibly Behar CA s '''' NTS 36"' 5 a 13 7045 - 8 ii... D • • • • • • • • • • •• • • •• • • • • • • • • • • • ••• • • • • • • • • • • •• • COMPARATIVE ANALYSIS TABLE 3. TABLE 5, TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7116" LAMI (3/18 "A,.090,3 /16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 "XX" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16 11S) •• ••• • • • • • •• NOTES: A • • • • • • • • • • 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL BkSIGN ESO IES:INT H@ INOV TABLES, USE ELCO 1/4" TAPCONS OR • 1/4" SS4 CRETE -FLEX ANCHORS. • • • • • • • • • 2.IF INSTALLING WITH 812 SCREWS, DESIGN PRESSURE IS LIMhtD 70 P.S.F. • • • • • • • • Visibly Better ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TEST REPORT: FTL -3580 ALUMINUM CASEMENT WINDOW, IMPACT West.. Beer NTS 6 d 13 o�lb 7045 -8 i • • 37 A -75.0 43 A � -75.0 48 A -75.0 531/8 A -75.0 57 A -75.0 60 A 64 A 68 A 72 A NEC POS NEG POS NEC POS NEG POS NEC POS NEC POS NEG P08 NEG POS NEG POS NEG PCS NEG POS -75.0 -75.0 • -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 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 -74.4 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 70.0 70.0 - 70.0 70.0 70.0 88.4 61.8 57.5 54.3 -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 70.0 -76.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -76.0 70.0 -72.1 70.0 69.6 -65.2 66.2 -63.0 83.0 63.9 - 60.0 60.0 -58.5 58.5 58.9 - 56.1 56.1 -53.8 53.8 54.9 -51.8 51.8 -48.6 48.6 51.1 -47.9 47.9 - 44.8 44.8 -75.0 -75.0 -75.0 -69.5 -60.8 -58.2 -50.4 -45.2 -42.2 70.0 -75.0 70.0 70.0 -76.0 70.0 70.0 -75.0 70.0 69.5 -67.5 67.5 60.8 -58.0 58.0 56.2 -53.4 53.4 50.4 -47.7 47.7 46.2 -42.4 42.4 42.2 -39.7 39.7 74 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 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.8 TABLE 4. &23/05 b 12/17/02 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1I8 "HS,3I6" SPACE,5118" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) REV(SEANCHORS 8 ADD TABLES 76 tlm. "XX" WINDOWS ••• • • • • • • • • • • • • • •• •• ••• • • P.O. BOX 1529 4101405 6S, R 34274 • • • •• • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • "XX" WINDOWS TEST REPORTS: FTL -3582 ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 TEST REPORTS: FTL -3582, FTL -3729 X X . : -• viNea•an I I•'2 ! /e's Lucas A. T"me,, P.E. PE 868401 Meoleankel 1,9 COMPARATIVE ANALYSIS TABLE 6. WIDTHS "O" "XOX" GLAZING OPTIONS: A. 5118' LAMI (1/8"A,.090,1/8 "HS) E.13/16" LAND 1/8145,3/8" SPACE A B,E C,F A 13,5 C,F A 13,5 C,F A 0,5 C,F A B,E C,F A 13,5 C,F A 13,5 C,F A 16,5 C,F 63.8 -49.4 A B,E C,F A B,E C,F A 6,5 C,F A 8,5 C,F A 5.5 0,F 26 31 38 383/8 43 48 60 5/8 63 NEG IPOS NEG1 -90.0 70.0 -90.0 70.0 - 66.0[5E0 -55.0155.0 -55.01 -79.7 700 %75.8 70.0 - 55.0165.0 -55.01 580 -56.01 -60.0 60.0 -57.3 57,3 -63.8 49.4 -40.2 - 57.5 57.6 -64.8 64.8 - 51.1151.1 - 48.8148.8 -43.61 -43.6 -76.0 -42.2 -76.0 -46.4 36 -76.0 -43.8 37 -75.0 -60,0 391/2 79 -78.0 -47,6 42 4 6 48 601/2 101 531/8 106 3/8 54 551/2 111 67 Rend , 72 74 84 90 96 108 114 581/2 117 80 120 ReHUanr NEG P08 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG P08 NEG POS NEG POS NEG 1POS -5.0 70.0 -75.0 70.0' -78.0 70.0 -70.4 70.0 - 60.4 60,4 - 54.3 64.3' -61.1 61.1 -47.9 47.9 -44.6 44.8 -422 42.2 - 39.7 39.7 -76.0 70.0 - 75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -78.0 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 -78.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 87.9 - 59.0 59.0 - 52.8 52.8 -49.9 49.9 -75.0 70.0 -76.0 70.0 -76.0 70.0 -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 •90.0 70.0 -90.0 70.0 •85.0[55.0 -56.01 65.0 -66.01 -76.0 70.0 -75.0 70.0 - 87.8 873 - 82.1 62.1 - 56.7 86.7 - 49.8 49,8 - 46.9 48.9 -75.0 70.0 -78.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -76,0 70.0 -78.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 80.0 70.0 -90,0 70.0 - 90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 - 55,0166.0 - 56.0156.0 -65.01 - 75.0 70.0 -78.0 70.0 -62.4 62.4 -58.4 68.4 - 63.3 63.3 - 58.4 58.4 - 83.4 83.4 41.9 - 78.0 70.0 -76,0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -78.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -902 70.0 -80.0 70.0 -90.0 70.0 - 90.0 70.0 -84.6 70.0 -75.0 70.0 -70.3 70.0 -58.0 68.0 - 54.8 64.6 -59.3 69.3 -53.6 53.8 - 50.9 60.9 - 75.0 700 -78.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.C-76.0 70.0 - 78.0 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 -88.2 70.0 - 76.0 70.0 -66,0 65.0 - 64.3 64.3 -51.1 61.1 -65.1 65,1 -51.4 51.4 - 48.6 48.8 -76.0 70.0 - 75.0 79.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 88.0 70.0 - 80.9 70.0 -76.0 70.0 -80.8 60.8 -51.3 61.3 -48.3 48.3 -52.7 62.7 - 48.7 48.7 - 48.9 46.9 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76,0 70.0 -76.0 70.0 -78.0 70.0 - 76.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -00.0 70.0 -90.0 70.0 -812 70.0 - 78.770.0 -70.3 70.0 -86.8 - 75.0 70.0 -58.7 58.7 ¶ - 48.7 48.7 45.4 45.4 - 50.0 60.0 -46.1 48.1 - 442 44.2 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -76.0 70.0 -75.0 70.0 - 90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -78.4 70.0 -71.1 70.0 - 88.5 66.6 -83,0 83.0 -75.0 70.0 - 58.2 58.2 47.9 47.9 -44.8 44.8 -49.1 49.1 -45.3 46.3 - 43.4 43.4 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.9 70.0 -76.0 70,0 -70.1 70.0 - 66.4 65.4 -61.8 61.8 -59,1 69.1 - 56.4 56.4 221628 - 48.4148.4 -46.21 - 75.0 70.0 -67.1 57.1 - 48.4 48.4 -43.3 43.3 -47.5 47.5 -43.9 43.2 - 42.2 42.2 - 40.840.8 -37.2 36.4 -76.0 70.0 -76.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 - 78.0 70.0 - 75.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -84.3 70.0 - 72.5 70.0 - 88.4 68.4 - 83.6 63.6 -60.1 60.1 -76.0 70,0 - 56.2 56.2 - 44.8 44.8 -42.1 42.1 48.2 48,2 425 42.5 -41.2 41.2 -75.0 70.0 -75.0 70.0, -75.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 - 76.0 70.0 -76.0 - 90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0_66.7 66.7 -81.8 - 742 70.0 -56.0 56.0 -43.4 43.4 - 40.9 40.9 - 442 44.8 41.3 413 402 402 - 76.0 70.0 -75.0 70.0 -76.0 70.0 - 76.0 70.0 -76.0 70.0 -76.0 70.0 -78.0 70.0 - 90.0 70.0 -90.0 70.0, -90.0 70.0 - 90.0 70.0 -79.4 70.0 -69.0 69.0 - 84.9 64.9 -729 70.0 - 53.4 53.4 -42.2 42.2 - 39.7 39.7 - 43.5 43.6 -40.4 40.4 -39.2 39.2 -76.0 70.0 - 75.0 70,0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -99.0 70.0 -77.1 70.0 -67.3 87.3 -83.3 83,3 - 69.1 69.1 - 56.9 65.9 -63.0 63.0 -50.0 50.0 48.3148.3 -42.8] 42.8 -40.81 40.8 raw c6aeeoa draw F.K.. 12/17/02 -76.0 -81.8 -75.0 -41.9 -76.0 -76.0 -39.8 "0' & 9/4-1/2.1/4 XOX" WINDOWS TEST REPORTS: FTL-3582, FTL -3729, FTL -4607, FTL -4608 1.5/18° LAMI (1/8"HS,.090,1/8"HS) C. 7/18" LAMI (3/16'A,.090,3/16"HS) 16" LAMI -W/ 1/8 -1S .090 1/8 F.13/16" LAMI 1/8`A IR SPACE 716" LAMI -W/ 3 /16 °A .090 3/161-IS HEIG F.X. 7/10123 C NO CHANGE MIS SHEET Read57• Oe4r 71.65 FIG 6/23415 D CHANGE ANCHORS AND ADO 70 OPTION • ar • • • -45,3 -75.0 -78.0 -38.7 -75.0 • • • • • Ii0 TEOYNOUSY ORo'E •M7KoMl9,EL 34275• • P.O. BOX 1529 • NOHOMIS FL 34274 54 70.0 46.4 70.0 43.5 70.0 60.0 70.0 47.8 70.0 70.0 45.3 70.0 70.0 43.8 70.0 42.2 70.0 41.9 70.0 70.0 39.8 70.0 818 38.7 70.0 60.4 37.6 70.0 Visibly Better -78,0 -43.5 -78.0 -41,1 -76.0 -48.9 -76.0 -44,7 -76,0 -76,9 42.5 -75.0 -70.7 -41.3 -76.0 -40.1 -76.0 -39,8 -76,0 -39.1 -76,0 -38.8 -76.0 -58.7 -37.8 -75,0 -60.4 37.8 -76.0 -57,3 -38.7 -73.3 87 70.0 43.6 70,0 41.1 70.0 48.9 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 68.8 40.1 70.0 39.8 70.0 39.1 70.0 38.5 70.0 68.7 37.8 70.0 87.3 38.7 70.0 • 0 • • • Par -75.0 41.1 -76.0 -38.8 -78.0 -44.3 -75.0 -42.1 -76.0 -72.4 -40.4 -75.0 -87.3 -39.2 -75.0 -38.0 37.1 70.0 , -63.8 63.5 -60.5 80.6 - 55.0165,0 -52.61 62.6 -49.61 -78.0 -37.6 -76.0 -74.3 -38.7 -73.3 -85.9 -38.1' -72.2 -64.6 -38.8 :71.0 80 70.0 41.1 70.0 38.6 70.0 44,3 70.0 42,1 70.0 70.0 40,4 70.0 87.3 39.2 70.0 38.0 70,0 37.8 70.0 372 70.0 38.7 70.0 86.9 38.1 70.0 64.6 36.6 70.0 -75.0 -36.6 -76.0 -35.6 -75.0 -41.9 -75.0 -39.7 -76.0 -69.2 -36.4 -75.0 -64.1 -37.1 -74.3 -38.2 -72.4 -35.9 -71.8 -35,4 -70.8 -34,8 -69.8 -53.2 -34.2 -66.4 -81.6 -33.7 -87.4 s"ra,seex sear CA -740 I NTS 70.0 38,6 70.0 38.5 70.0 70.0 39,7 70.0 69.2 38.4 70.0 84.1 38.2 70.0 35.9 70,0 70.0 34.8 69,8 53.2 34.2 68.4 61.6 33.7 87.4 TABLE 7. "O" & "1/4- /2 -1/4 XOX" WINDOWS G4A2ING OPTION: - 0:7/18•LANG'( 3 /16"H8;:090;3/1614Sy - -- - • TEST REPORT: FTL -3680 ALL "0" SIZES UP TO 80" WIDE x 63" HIGH AND ALL "114 - 1/2.1/4 XOX" SIZES UP T0 120` WIDE.x 63" HIGH [- 90.01 70.0 wVO ... • • • • • • 67 - 68.01 - 66.0158.0 - 65.0 66.0 - 49.4149.4 - 47•5J47.8 72 - 85.0 68.0 -45.2146.2 43.81 43.6 • TABLE 7A. "0" & "1/4. 112 -1/4 X0X" WINDOW* • • • • JEST REPORTS: FTL-4607, FTL4608 GLAZING OPTIONS: D. 7/16° LAW (3/16"H8,.090,3/16"HS) G. 13/10" LA5)1(UB"A,gIR !1Q 13/1d'HS,.090,3118"HS) A ALL "0° SIZES UP TO 60' WIDE x76 HIGH AND ALY91lb1/24 Yr MXOSIZ 1PTa(c211° WIDE x78 "HIGH [- 65.0155.0 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" 854 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURES LIlaTrD TO 694 P ' • • • • • Fx: 3125113 8 ADO GLASS TYPEE TO TABLE B • • 78 PO& 55.0 55.0 55.0 55,0 : 25.01 65.0 -53.2 63.2 49.8 48.2 46.2 43.6 - 42.6142.8 -41.71 41.7 PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 7 a 13 7045 -8 4 x 1 2 O x 0 Rae D PRODUCT RENEWED as complying aft iliaMS* SsIdleg Coda Aceepiaoao M .4 1, . „,.,De* 611! 7p44y/► Lune A. Tumor. PE PE 968201 Madaeaidel ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• ••• • • • • •• • • COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 °A,.090,1/8 "HS) 'XO" WIDTH 37 48 NEG POS -75.0 70.0 -75.0 70.0 POS 70.0 70.0 491/3 531/8 58 60 70.0 70.0 70.0 64 87.333 70.0 86.4 70.917 72 74 "XOX" WIDTH 551/2 72 74 79 2/3 84 90 96 101 108 3/8 108 A A A, A A A A HEIGHT 28 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -76.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 -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 36 NEG -75.0 -75.0 -75.0 , -76.0 -75.0 -75.0 -75.0 -76.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 • 70.0 38 318 NEG -75.0 -75.0 -75.0 -76.0 -75.0 -75.0 -75.0 -75.0 -71.8 -70.4 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 43 NEG -75.0. -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -66.4 -61.8 -80.4 POS 70.0 70.0 70.0 61.8 60.4 48 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -68.4 -61.8 -58.2 -55.1 -54.3 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 58.2 55.1 54.3 50 5/8 NEG -75.0 -75.0 -75.0 -75.0 -71,9 -63.9 -58.9 -55.8 -51.9 -51.1 POS 70.0 70.0 70.0 70.0 70.0 63.9 58.9 55.8 51.9 51.1 54 NEG -76.0 -75.0 -75.0 -75.0 -67.7 -80.0 -66.1 -52.8 -48.9 -47.9 70.0 70.0 67.7 60.0 56.1 52.6 48.9 47.9 57 NEG -75.0 -75.0 -75.0 -72.1 -64.9 -58.5 -53.8 -49.4 -45.8 -44.8 POS 70.0 70.0 70.0 70.0 64.9 58.5 53.8 49.4 45.8 44.8 60 , NEG -75.0 -75.0 -75.0 -69.5 -62.7 -56.2 -60.4 -45.9 -42.8 -42.2 POS 70.0 70.0 70.0 69.5 62.7 56.2 50.4 45.9 42.8 42.2 83 NEG -75.0 -75.0 -75.0 -87.5 -60.4 -53.4 -47.7 -43.1 -40.3 -39.7 POS 70.0 70.0 70.0 67.5 60.4 53.4 47.7 43.1 40.3 39.7 111 A -75.0 70.0 , -75.0 70.0 -73.7 70.0 -87.9 87.9 -59.0 59.0 -62.8 52.8 -49.9 49.9 -46.4 46.4 43.5 43.5 -41.1 41.1 - 38.8 38.6 TABLE 9. "9(O" 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 /18° LAMI -W/ 1 /8"HS,.090,1 /8 "HS) ALL "X0"" OR "OX" SIZES UP TO 74° WIDE x 83" HIGH AND AU. "1/3 -1/3 -113 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -75.01_ 70.0 TABLE 10. "XO" or "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/18 °A,.090,3 /18 "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/ 3/16 "A,.090,3 /16"HS) ALL "XO" OR "OX" SIZES UP TO 74' WIDE x 78" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1 -65.01 55.0 A - -- -- - --- .....---------- --- - - -- NOTES: ® -- .__ .------- - --- -- -- -------- -•----- ,---- --- • -- -- -- 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN QfiEsSS IRIS INJHE kBQVE WLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. • • • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.4 P.$� • • • • • • •• ••• •• • • • •• • ••• •• • • •• • • 1 3 X 1 3 O 1 3 X X O 0 X PRODUCT RE 1EWED PS yisvalth the tRod& i OP PD *YAW: 1 !a„ k: (!/n /0-r Revel By Fait F,K 3/23703 Randej Oaf FK 7/10103 Pessoaa FIC &23/03 09wey Dew F.K. 12/17/02 Raft** B RM+bns C O ADO GLASS TYPE E TO TABLE 9 • • NO CHANGE THIS SHEET • • CHANOE ANCHORS AND ADD 78" REK3/rT OPTION ocean, By. Caw I • • • rto mammal* me P.O. SOX 1929 NOKOMIS, FL 34274 Owserosore PRESSURES- XO, OX, & 1/3- 113 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Sambaed* am. Star orates*, ID c4-74o NTS 8 d 13 7045-8 D Lucas A. Tumer, P.E PEON= Mechanical ••• • • • • ••• • • • •• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • •• • • WIDTHS XOX° VENT FIXED - 76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 69.264 86.919 95.973 108.649 115.892 122 123.135 128.000 134 19.125 24 27 30 32 33.687 34 34.791 37 31.014 38.919 42.973 48.849 51.892 54.627 56.135 58.418 130 35.898 58.209 130.378 38 58.378 A 5,E C,F A 8,E C,F A B,E C,F A 8,E C,F A 8,E C,F A B,E C,F A 8,E 1 C,F A 8,E C,F A B,E C,F A , B,E C,F A B,E 28 38 38318 43 48 50 518 54 67 NEG POS NEG POS I NEG POS NEG POS NEG POS NEG POS NEG POS NEG -75.0 70.0 -76.0 70.0 -75.0 70.0 -74.1 70.0 '- 64.9 84.9 -80.6 80.8 -58.1 58.1 -58.1 -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 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 -75.0 70.0 -89.1 69.1 -83.4 83.4 -58.5 56.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 -41.8 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 -90.0 70.0 -90.0 , 70.0 , -90.0 70.0 _ -90,0 703 -90.0 70.0 .- 90.0 , 70.0 -90.0 70.0 -90.0 -76.0 70.0 - 80.5 80.6 - 57.2 57.2 -82.1 82.1 - 55.2 55.2 -52.6 52.8 -49.1 49.1 -46.2 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -75,0 70.0 -76.0 70.0 -75.0 -90.0 70.0 -90.0 ' 70.0 -90.0 - 70.0 ' -90.0 70.0'-90.0 70.0' -90.0 ' 70.0 -87.0 70.0 -81.9 -75.0 70.0 -53.5 53.8 -50.4 50.4 -54.6 54.5 - 50.7 50.7 -48.2 48.2 - 44.9 44.9 -42.0 -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 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -791 70.0, -73.8 70.0 -89.7 89.7 -86.3 68.3 -63.1 -76.0 70.0 -49,9 49.9 - 46.8 46.8 -51.3 51.3 .47.4 47.4 -45.5 45.6 -42,7 42.7 -40.7 -38.6 38.8 -36.8 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0_ 76.0 70.0 -76.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -73.2 70.0 -88.3 88.3 -84.8 - 75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8' -41.4 41.4 -39.5 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -86.8 70.0 -74.0 70.0 -89.4 89.4 - 84.7 64.7 -81.0 - 75.0 70.0 - 48.8 46.8 -43.8 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.i 76,0 70.0 -75.0 -90.0 70.0 -80,0 70.0 -90.0 70.0 -86.0 70.0 -73.1 70.0 -88.8 85.8 -84.1 84.1 -80,5 - 75.0 70.0 -45.5 45.6 -42.8 42.6 - 48.7 48.7 - 43.1 43.1 -41.8 41.8 -40.2 40.2 -38.7 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -87.3 87.3, -62.5 62.5 -59.2 -74.4 70.0 -433 438 -412 41.2 -45.1 45.1 ' -41.5 41.5 -404' 40.4 - 38.9 38.9 -37.7 -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 -76.0 -90.0 70.0 -90.0 70.0 ' -80.0 70.0 -79.9'70.0'49.3 89.3 - - 85.3 88.3 - 80.8 60.8 -57.6 -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 - 40.3 40.3 -38.8 38.8 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -76.0 70.0 -75.0 -70.0 -75.0 -90.0 70.0 -900 70.0 -90.0 70.0 -79.6 70.0 49.1 89.1 -85.1 ' 85.1 - 80.5 60.5 -57.4 -72.9 70.0 42.2 42.2 -39.7 39.7 -43.5 43.5 - 40.4 40.4 -39.2 39.2 - 37.7 37.7 -38.7 -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 709 -76.0 70.0 -73.3 60 83 POS NEG POS NEG 58.1 53.3 53.3 -50.5 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 41.8 -39.2 39.2 -38.9 70.0 -75.0 70.0 -73.8 70.0 -69.4 70.0 -852 70.0 46.2 -43.6 43.8 -41.1 70.0 -75.0 70.0 75.0 70.0 -77.2 70.0 -73.1 '42,0 -40.1 40.1 -38.0 70.0 -73.0 70.0 -75.0 70.0 -76.0 70.0 -73.2 64.8 - -61.4 91.4 -58.8 39.5 -37.5 37.5 -36.7 70.0 -74.9 709 -71.4 61,0 - 58.4 58.4 -55.7 392 - 37.3 37.3 -36.5 709 74.8 70.0 -71.0 60.5 -67.9 67.9 -56.2 38.7 - 36.9 38.9 -35.0 70.0 -73.7 70.0 -70.1 59.2 - 58.5 56.5, -53.8 37.7 -362 362 -343 70.0 -72.4 70.0 -88.6 57,8 - 44.7 54.7 -51.9 37.8 - 38.1 38.1 -34.3 70.0 -72.3 70.0 -68.5 67.4 -54.6 54.6 -51.7 38.7 -35.5 35.6 -33.7 70.0, -71.0 70.0 , -87.4 POS 50.5 70.0 70.0 38.9 70.0 41.1 70.0 70.0 38.0 70.0 63.1 383 70.0 58.8 35.7 70.0 55.7 36.5 70.0' 552 35.0 70.0 63.8 34.3 88.8 87 81.7 33.7 80 67.4 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 4 -83.3 83.3 - 59.1 59.1 -50.9 55.9 -53.0 53.0 -50.0 50.0 -48.3 48.3 72 1 NEGLPO$ [1: -55.01 55.0 -55.01 55.0_ - 55.0156.0 •56.0 55.0 - 65.0155.0+ -55.0 65.0 - 55.555.0 -55.01 55.0, - 85.155.0 -50.91 60.9, - 52.1f52.1 - 47.7[47.7 - 51,5181.5 47.2147.2 - 50.1150.1 - 45.81 51.9_48.1148.1 - 43.81 43.9, 34.3 88.5 -48.0148.0 -4381 43.8 NEGJ -66.0 -56.0( -44.61 -42.8 42.8 -40.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. GLAZING OPTIONS: D. 7/16" LAMI 3/16"HS,.090,3/16 "HS G. 13/16° LAMI 6 A - n: -'fit ALL "XOX" SIZES UP 70 134' WIDE x 76' HIGH WITH 3T MAX. VENT4NIDTH AND80 (. IX " P* ED VADPN ARD ALL ' XO" or" OX" SIZES UPTO97 " WIDE x76" HIGH WITH 3T MAX. WID , ; •6 ,.. t =+ ; DTI? TABLE 12A. II '710" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4807 6 ' 03/16/16 FTL -4808 -55.0 55.0 TABLE 12. 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 WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. M R,407 O Neaawar. . . FK 3980.? 9 ADD BMW TYPE E TO TABLE 11 • • +rasa)* 7 /10103 a°u: 812335 X7/02 fJL AeHeir FX. . •.eer: ALL "XOX" SIZES UP TO 134" WIDE x 63' HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL ' X0' or" OX" SIZES UP TO 97 " WIDE x83 ". HIGH WITH 37' MAX V 1!T ■.;>D80" E ,- saps): C Raffia= D eArtreee7 NO CHANDE 7108 SHEET MI GLAZING OPTION: D. 7/16° LA 3/16'HS „090,3/16'1iS CHANGE ANCHORS AND ADD 78' HEIGHT OPTION et O" ar'O X" UNEQUAL LITE WINDOWS -• • • • • 1011 011 TEG 01 WOL0GYdW X 276 • N E • • P.O. BQX IRO* NOx0503, 71 34274 TEST REPORT: FTL 3580 + NTS A FTL -3582, �, FTL -4808 76 POS 56.0 -56.0( 56.0 55.0 - 52.2[52.2 . 47.7[47.7, 44.6 44.0 -43.0 L43.0 -41.9L 1.9 - 41.8(41.8 40.8 PRESSURES- UNEQUAL CONF!G. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT 7045.8 I D x O x UNEQUALUTES x O UNEQUAL LITES O x UNEQUAL LITES PRODUCT RPREI?/I8 cem7Ildiorkia tare rteiiht HILMIngCe34: Acctptr irT:4 :1 • 1. /,. 4 Lures) A. Tamer. P.E. PE 058201 Mechaakai Bearer ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • •• •• ••• • • • ••• • • CA-740 9 - 13 Rowdily. O"p: F.K. 3/26/03 MOW B FZ Rnerrns- B A00 13/18'1.0 CIAZI NG BEAD ITEAI / 7/18783 C SHOW TOP HINGE 1247/02 CHO SHT. Na REF. AND ADD !TEAS 89 • • • • • • • • MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) • • • • • VERfIEAL tiC�'10t1 XE IT • • • • • ••• ••• • ••• • • • • *70 TEQifWOLWJY OWE • • Flo • 4401C0M1610. 34276• • P. BOX I • NOKOMIS, FL 34274 • • • • • • • • • • ••• • • • • • •• •• • • • • • REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT ++ 1-.- DAYLIGHT OPENING *-! (SEE SHT. 3) ••• 0 • • • . • •• • Visibly Better ••• • • • • • • • • • • • • • •• •• w+v+ MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT, 4) — HORIZONTAL SECTION - X O MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT C4-740 ALTS 10 « 13 r � 7045 REFERENCE °XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 v REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 A 1AabL't-r REVIS D =rag MIR lit Rada PRODUCT RENEWED as complying Wflh the Flarign BWdugCmle Acceptance Pi ; • to 4 Lucas A. Turner, P.E. PE 888201 Mechanical ;.01$ #12x1 PH TEK SMS FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS TUBE, MAT'L: 6063 -T6 3" APART AT MID -SPAN "X" FRAME JAMB "X" FRAME JAMB 1 "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL SASH FRAME ASSEMBLY DETAIL NOKOMIS, F1.34274 NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 #8x1 QUAD PH SMS (2) PER CORNER MAIN FRAME ASSEMBLY DETAIL s srrrr • • • •• 1 1-1— CP11D1 • • • 1 pp� L 34773 SASH FRAME SIDE RAIL • • • • • • ••• • • • • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SASH FRAME TOP OR BOTTOM RAIL • • A --1 1.376" .095" I CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 .434" 1 2.854° .062" NOM. .440" 1.159" 2.139" ()SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A DeaWm EXTRUSIONS & ASSEMBL DETAILS ALUMINUM CASEMENT WINDOW, IMPACT 8a.. 4Eau CA•740 NTS 11 d 13 7045 -8 .062" NOM. 2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A as PRODUCT amp: 05m AWE as 4umRY� DuIJIuaCcdo Acseptasvp x ENO itx / /l4 /7c'' Lucas A. 4"M:. P.E. PE #58201 Mechanical 2.919" BP PARTS LIST CONT. ITEM DWG 1) PGT. II DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 68 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & IAMBS 81 1155 781PQA 88 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16° 1.0.) 06 13/16" 1.0. GLASS (1/8113, AIR SPACE, 5/16 "lAM1) 5/16' LAMP. (2) LEES OF 1/8113 GLASS WIITI AN1190 INTERTAYER . SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1/8113, A1R SPACE, 7 /16 "LAMI) 7/16' LAM[ = 3/16A & 3/16HS GLASS W1714 A74.090 INIERLAYER - SOLUTIA OR DUPONT PVB 88. 13/16° 1.0. GLASS (1/8°113, AIR SPACE, 7116 "LAM1) 7(16` LAMI" 3/16115 & 3/16HS GLASS WITH A14.090INTERLAYRR - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET I3) ITEM 31 33 40 41 43 44 45 50 51 52 33 55 67 68 69 70 71 72 tarsd r F.K tanutet Elf. FX F.K 1 4 5 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 10 DWG # PGT. 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 33Y" 7011 7012 7019 7018 61635K PARTS LIST MAW FRAME . HEAD, SILL & JAMBS 781PQA _ 88 X I QUAD PH SMS FRAME CORNER KEY I/2 °X1/2'7(1/8" CLOSED -CELL FOAM TAPE SASH • TOP, BOTTOM & SIDE RAILS 781PQA 88 X I QUAD PH SMS 6701714 BULB WEATHERSTRIP .187X240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOA( SUPPORT PLATE 610.24 X.562 P11. PN. TYPE F MULTI -LOCK KEEPER (KH. & Lit) 78X78PPSMS 88 X .875 PH. PS. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 08-32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. & RuL) 7858ZA 08 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12° BINGE (HEAVY DITTY) 710x12FP 010 X .500 PIi. PHI. 5/16' LAMINATED (1/8A & 1/8113 GLASS) .0901NTERLAYER - SOLUTIA OR DUPONT PVB 5116° LAMINATED (1(8115 & 1/803 GLASS) .0901NLERLAYER - SOLUTIA OR DUPONT PVB 7/16' LAMINATED (3/16A & 3/16115 GLASS) .090 INIERLAYER - SOLI7IIA OR DUPONT PVB 7/16° IAMNATED (3/16 13 & 3/16115 GLASS) .090 NTERIAYER - SOLU7IA OR DUPONT PVB GLAZING BEAD (5/16') GLAZING BEAD (7/16°) 6TP247 VINYL BULB WSW (THICK) 4)7116" GLAZING BEAD SILICONE -DOW CORNING 899, 995 OR EQUIV. ! Q6 MATL: 6063 -T6 PARAI3OND 6163K SETIINOBLOCK DWG# 7042 SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED 60 6 61v11)Nf SCREEN CLIP 78xI2PSTW/B 68X.500 SQ, PN. TIR(SMS 7004A 67004 CASEMENT FRAME ASSY. TUJ ' 712XIPPT 812X 1 " PH. PHIL TEK. NOON/WOE THIS SHEET LOCK SUPPORT PLATE LOCK SPACER 711573 SNAP -ON T- HANDLE KNOB 7FLDHD FOLDING HANDLE ADD 13/16'LG. GLASS 8 GLAZING 8E4D DESCRIPTION • • • • • • • a • • • • . .. ADD EQUIV. TO ITEM 44. SILICONE AND ADD ITEMSI7. 88 AIS89 amal ma • • •• • • • •• ••• • • • • ie>a� OhIGS 3475 • IP0f8OX /Sa9 NO4OM12 FL 34274 • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • ••• • • • ••• • • ••• .706" .050' r .865" .523° -- 1 ( 1 --- .050" - --IF -if .865" 423" • Visibly Batter 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 • • • • • • •• • .040" ;i 1.000" • BASEMENT SCREEN FRAME MAT'[: 6063 -T6 • DWG# 7006 • • • • .�.� • PARTS LIST & EXTRUSIONS 993 1(—.289' , .040" — — y r— .172° .870" .125" 1.124 " --- .050" .569" 0 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .093° 67 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A ALUMINUM CASEMENT WINDOW, IMPACT 1 2.701 Scar Shoe NTS 12 °� 13 CA•749 I 7045 -8 INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 •MI . �. // ! 4�; . s RENEWED mm ply! 8 sfids the MEW 8t¢R hacc Gale l�ccl4m ♦ �. ., . � : FS�:fc rdS'L.(iK" • Prod 1f /2( /Gl; Lucas A. Tamer. P.E. PE 008201 Methed"sl '3 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NCT.1. i1'tI1 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK gagaear oar Rater FK 372&V$ 8 NO CHANGE TH18 SHEET lm+we,: aam.mc — • • • F.K. 7/10103 C NO CHANGE THIS SHEET • • • F.K. M109 0 REVISE NOTES AND REMOVE WVTAPCONS 8814 &CREWS _•_• • Vora 0aaa ar "mr and. j DYa; F.K. 12/17102 &SEE NOTE 1 A SEE NOTE 4 114" MAX. SHIM A SEE NOTE 1 A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —1 r till ! I t.1 111/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK A SEE NOTE 4 • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r — A SEE NOTE 2 1 1 /2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE ANCHORAGE DETAILS SEE NOTE 4 AL UMINUM CASEMENT WINDOW, IMPACT do I ca 740 ! NTS l 13 d 13 amagRe 7045 -8 A Ix WOOD BUCK (SEE NOTE 3) 114° MAX. SHIM 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 R _ =- CRETE -FLEX CONCRETE ANCHORS — MINIMUM DISTANG - FROMANCHORT'O fNCRETE Gt i8 ! 2.7-S`tt S ro= [ a FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY., S412 §CFFEW$, 1/4;; Ej.CO.T.APCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. • • • • • • • • • 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON TI-111 PAG@AS.1 /14 BLCta:NHOSE TOTAL THICKNESS 1S LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT 18 INSTALLED DIRE jQ SoElPr NL E-E: Vtiact 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 REQUIRED FOR I4STA,14T1ONS 0417610E OF MIAMI-DADE COUNTY. • • • • • • • • • 1 ata DRW NaKO•NIS. F•34218 P O. BOX 1629 NOKOh8S R.34274 Visibly Better A SEE NOTE 1 r PRODUCT REND „eathe illorkk soling Cod* Acap4laa No Lucas A. lamer. P E PEI/58201 Mechanical S EE NOTE 4 1 114” MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK talriSen •ME►/89 2: 1 2113 • • P COUNTY BUILDING CODE COMPLIANCE Olt teiCE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokoinis, Fl. 34275 SCOPE: SP -_ . s E • DESCRIPTION: Seri,: "FD-101" Outs wing Aluminum French Door w/ Sidelates APPROVAL DO lthrough 10 of 10, prepared by roan Robert L. Clark, P.E., bearing the Miami -Dade County Product MIAMI-DADE COUNTY, FLORIDA METRO -DA.DE FLAW FR BUILDING 140 WEST FLAGLER STREET, SUITE 1.603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described here' . andhas_been deli ed to comply with the Florida Building Code, including the High Veloci - cane Zone. wing No.11005 - 1, titled "Aluminum: French door & Sidelite- Impact", sheets 2 -07 and last revised on 09/25/07, signed and e.4 by Approval stamp 1yithie Noticd bf• Acceptance number and alpi oval date by the Miami -Dade County Product Control Divisions' • .••••• •. • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: .... .. • • • 1. Use of Table 1, require full Length reinforcements for OX, XO, XXO, OXX, OXO and • OXXO: Te tower design pressure from X, XX doors or 0 (sidelite) shall control. • • • • • 2. Egress operable doors must comply with min clear width per FBC, as applicable. • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or to • • • gb, city'state mod.;. following statement: "Miami -Dade County Product Control Approved ", unless otherwise ioted'erein' RENEWAL of this NOA shall be considered after a renewal application has been filed and there has &oif Bo change in the applicable building code negatively affecting the performance of this product Expiratio Approval NOA No. 07- 0629.10 : October 18, 201.2 ober 18, 2007 age 1 • • 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 distributor& and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202 -94 Along with marked -up drawing and installation diagram door w/ sidelites, prepared by Fenestration Testing o Laborator Inc., ST Test Report No 1c11 -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTMS- 1300_02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS ... • • • • ..•. • • • • • •. • • • • • • • • • • •••• • • • • • •.•• • .. • • 1. Notice •of Acceptance No. 05 - 1208.02 issued to "Ed. DuPont Deter t�rs • o" for .. "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10.. • . • • • 2. Notice of Acceptance No. 03 - 0827.08 issued to Solutia Inc, for "Sotietia Interjaye; for laminated glass ", expiring on 03/04/09. • . • . F. STATEMENTS • • • • • • • • 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. 01 HER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E - • 1 &14 1. L4444014. hag 1. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 • • • • • • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1 ING OPTIONS: A. /8" LAMI NOM. (.402 °) CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTAGITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAM! NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/18" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 3. CONFIGURATIONS: X, 0, X-.—X XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 6. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03- 0226.06, ANSUAFBPA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASt3 Si* Oale Beaa Dew 0!14127 � 7 EXTERIOR GLA •� ••• • • • •' •• • .402 --ae • • " j • • / 3/8" LAMI NOM. NG OPTION A OR a, 610•E 1 GOARIFYIXT. OF0iJ1178•BYFRALir .i r • • AND Gt AODG.488BREOIM TO MATING DETAILS, ADD GiAWDEO, 7,OC, REVISE NO181, i DESCRIP7: aADDNOTE Doc 8P2110 1/2" GL +SS BITE �1 I�l'I 1 1/2° GLASS BITE ••• • — i • • • • • • • • • • • •• •• ••• • • EXT. - 3/18" ANNEALED OR HEAT STRENGTHENED GLASS �.. .090 PVB INTERLAYER • • • • • • • • OUPONT BUTACITE OR • • MAXIMUM NN'R - 3116SHEATISTRENGTHEND GLASS • • • — ►I .465 —"-- AB • • • • • • • • ••• ••_ •• • • • • • A>iB B • fiE. • • • 1040 TEONNQLOGij<ORNS� IfCMf9,l; • P.O. BQX 1E 28 NOXOM18, FL 39274 EXTERIOR • • ••• • • • • • ••• • • • • • • • • • • • •• 7/16" LAMI NOM. • • • • • • GLAZING OPTION C OR D, NOTE 1 Visibly Better NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT �: m"tn•, ran 1 el 10 11006 -1 B dawvoar F01o1 X NOA DRAWING MAP TOPIC Approved as complying with the Florida Bridling Code Date 044asen I Si 7d/ NOAtt ' - - © CAR' ./0 Al Fond Dade Product Control Division I� �iGv� / c,( Robe t L Clark. P.S PE 039712 Structural SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 6 PARTS LIST 8 EXTRUSIONS 6.7 ANCHORAGE 8 -10 TABLE 1. DESIGN PRESSURE$ FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & 0X00 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A B, C OR D HEIGHT WIDTH XX WIDTH e- 78 3/4" 7 83 3/4" 873/4" 91314° 8 ° - 953/4" 3° 371/2" 8° 71 3/4" TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY A APPROVED CONFIGURATIONS; OX, X0, OXO, )0(0, OXX& 0)0(0 (THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION X WDTH XX WIDTH 291/2" 55 3/4" 2° 26 1/2" 4° 473/4" +58.6 27 1/2" 2 31 1/2" 6 ° 59 3/4" 2 8 331/2" 5 4 633/4" 351/2" 673/4" 3° 37 1/2" 8 ° 71 3/4" SINGLE SIDE UTE 0 WIDT 273/ 361/8" 36 3/4 O WIDTH 36 3/4" 61 3/4" +54.9 O WIDTH 103/4" 123/4" 21 3/4" 27 3/4° +75.0 -75.0 +75.01 -75k 4f5.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 74.91 -74.9 E SIDE LITES WITH GLASS TYPES 8, C OR D +75.0 -75.0 +75.01 -76.01+75.0 -75.01+75.0 -75.0 +76.0 -75.0 1 GLASS TYPES A, B, C OR D HEIGHT 6 - 79 3/4" 7 833/4" +51.7 -51.7 +49.0 +43.1 +38.1 +34.0 FX Oak FJC MVO? J.J. 81/O? +75.01 -75.0 SINGLE SIDE LITES WITH GLASS TYPE A -58.6 +55.4 -55.4 -54.9 +61.8 -51.8 -49.0 -43.1 +48.8 +46.2 +43.1 -38.1 +38.1 -34.0 +34.0 -48.8 -462 -43.1 -38.1 -34.0 +75.0 -75.0 +76.0 -75.0 +64.5 +52.9 +75.0 -75.0 +71.4 +70.4 -71.4 -70.4 +75.0 -76.0 +67.6 +66.6 -67.6 -66.6 +75.0 -75.0 +64.2 +83.1 -84.2 -63.1 87 3/4" 91 3/4" 8°- 953/4" +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 +49.0 -49.0 +48.5 - 46.5 +44.3 -44.3 +46.1 +43.6 +41.5 +38.1 -46.1 -43.6 -41.5 +43.8 +41.4 -43.8 +41.6 -41.4 +39.3 +39.3 -39.3 +37.3 -38.1 +37.5 -37.5 +36.6 -41.6 -39.3 -37.3 -36.6 +34.0 -34.0 +34.0 -34.0 +U.01 -34.0 GLASS TYPESA,B,CORD +75.0 -75.0 +75.0 -76.0 +76.0 -76.0 +75.0 -75.0 +75.0 -76.0 +76.0 -75.0 +75.0 -75.0 +76.0 -75.0 • 59.0. . '62/4 a42$. -34.4 • ®2. ®8. -36.0 NOTES: 31�SS TYPES: 7h. 8 LAMI (1/8"A, .080 PVB, 3/18' HS) 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16° A, .090 PVB, 3/18" HS) D. 7/16' LAMI (3116" HS, .090 PVB, 3/16" HS) COMBINED DOOR & SIDE UTE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2" MAX. OXO WIDTH =1091/2' MAX. XXO/OXX WIDTH =107 3/4° MAX 000(0 WIDTH = 143 314" 3. SINGLE DOORS 33 618° WIDE OR OVER AND THE OPERARI P PANEL OF DOUBLE DOORS 841/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FSC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. Q 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: e EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x90' HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE _ +67.8 ! -87.8 PSF EX. B FROM TABLE 1. 0)0(0 WITH GLASS TYPE A 88" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2" SIDE IMES DESIGN PRESSURE _ +70.41-70A PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x87 3/4" HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE _ +43.6 / -43.6 PSF EX. DFROM TABLE 2. OXXO WITH GLASS TYPE C 833/4' WIDE x 80" HIGH DOUBLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE =+43.1 / -43.1 PSF FOR COMBINED DOOR AND SIDE UTES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 6 FOR REINFORCEMENT DETAIL Itotetax e x•kbt A atonal 1 1 38 3/4" 1+34.0 -7Z4 -64.5 -52.9 -35.2 -34.0 +88.5 +81.0 +49.9 +35.2 +34.0 - 68.5 +65.0 -61.0 +57.8 -49.9 +47.2 -35.2 +35.2 -34.0 +34.0 • 112.0 : -57.8 s ?.2 -35.2 -34 t 1.9 0. +6.o` •• . +352 +34.0 • • • REVIEW dA44d; REVISEN01E12 dd AODNOTAEONOTOTA91E IAND • AEINGENAX EO 'EDk&daPAEE&9ffiANDAOA78LALLORBRO WW2 -j1.9 •15.d . +590 424 • - • +34.4 • • • • DESIGN PRESSURES 711. U&L FRENCH DOOR & SIDE LITES, IMPACT F121.01 11 12 d 10 ( a'"• 11005 -1 B Appra e0 m conlartoV nankin On C O2ao7 NOM p ml u.Ja R Palsied By Rated /..d, PE. PE 189712 ammo, • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • 3$3/4° 143 3/4" MAX. 38 3!4` MAX SEE NOTE 3 • 1 " MAX, --� ......1 1 N. • � ,A '1/ '' Ef /3C 1NACT. 1� /�. O Er �� \ ! lE XAC 1E / �: % i. / / O 953 MA; (TYf Rs T Del: Ogg WNW Duet &14/07 SAge 2122107 73 1/2° MAX. 36 3/4° I MAX. 855 NOTE 4 OX OR XO Nalfdme Nradmc 8 A anaadF J.J. 109 1/2" MAX. 38 3/4" � 3$ 3/4" MAX "r+ -SEE NOTE 3 * �+- - M O P.D. BOX 1125 NOKOMIS: FL 34274 • • • • • CORRECTVER1X.#L MN.OMDFOtMf1AAS • • _ �3,427 MVP ADO O DL O FORMULAS FOR DOOR AND 310E U t E ADD 0008 O LO D 44 t IDENTIFY DEAD BOLT AND SPECIFY xAM. AND 'MACE Defin 8121/07 36 3/4" MAX. 33 5/8" MAX. DLO (TYP,) Visibly Better ••• 1 l • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 84 3/8" MAX. DLO (TYP.) SEE NOTE4 G G - • • • • • • • • NOTES: • • • • • • • • 1. FOR ANC +' eE DETAILS SEE SHEETS 8 THROUGH 10. • • • • • • • • • • • • 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE'XO', 'OX','OXO"XXO','OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR %0NNN (SEEE∎Pel jgABILITY §HEFT Z). 6. CLEAR OPENING FOR 'X' AND'XX' DOORS AS FOLLOWS: fIX' DOORS = WIDTiH - 5.646) OOP DOOR". DOOR WIDTH/2 - 4.079) • • • • • • • DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X' = DOOR WIDTH -12 15/16° DLO WIDTH'XX' = DOOR WIDTH/2.1' 5/18" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8' '� T ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ulwa� s 11'1.811 Onstr FD101 N 10 I 11005 -1 B SEE NOTE 4 , dt. rbr ". p7 o �zp IS .•4'.� .. .w.t f . vl 1 . 4' •, 1 � / ( I ' ✓ r c �; . ` 1 i 1 /6 Robert L. Clark, P.E. PE 839112 S&recturat EXTERIOR .31" FJL FX 2171!07 J.J. 0121/07 DOOR SECT. A -A VERTICAL Pin BHawDOUBLEHOLLOW HEAD BBCAO17Ar COMER ASSEMBLY NO CHANOB THIS SHEET INTERIOR • •• • as • EXTERIOR •• ••• • • • • •• • • • • ••• MAX DLO •• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • SL SECT. B -B :VERTICAL". • • • • • • • • • • • • • • • • • • • 10701IE • • • • • WOW. PI 0'276 P.O. 040,X 1628 NOKOMI , FL 34274 ••• • • • • • • • • • • • • • • •• ••• • • Vtslbly Better INTERIOR E HT EXAMPLE ELEVATIONS SL VIEW G -G CORNER ASSEMBLY ALUM. FRENCH DOOR & SIDE LITES, IMPACT rw a ua>bc ewc - 0..4,0,. .* 0..4,0,. rtm Fv1o1 1/2X 4 a 10 11005 -1 B — CLEAR COLORED SEALANT Approved as et1113114 lug with the Florida Bni1(ng Code pale f)r��7pD 7 NOAO g 7 —m ?/ Mlaml bode Product Contre- ulv I j ( if c7'i Robed (0 4 k: jj P.E• PE 030112 Spuololal r1 F Pr 1 • • • • • •• • • • •I • • • • • • ••• • •M 1 tp • I I• EXTERIOR .31" FJL FX 2171!07 J.J. 0121/07 DOOR SECT. A -A VERTICAL Pin BHawDOUBLEHOLLOW HEAD BBCAO17Ar COMER ASSEMBLY NO CHANOB THIS SHEET INTERIOR • •• • as • EXTERIOR •• ••• • • • • •• • • • • ••• MAX DLO •• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • SL SECT. B -B :VERTICAL". • • • • • • • • • • • • • • • • • • • 10701IE • • • • • WOW. PI 0'276 P.O. 040,X 1628 NOKOMI , FL 34274 ••• • • • • • • • • • • • • • • •• ••• • • Vtslbly Better INTERIOR E HT EXAMPLE ELEVATIONS SL VIEW G -G CORNER ASSEMBLY ALUM. FRENCH DOOR & SIDE LITES, IMPACT rw a ua>bc ewc - 0..4,0,. .* 0..4,0,. rtm Fv1o1 1/2X 4 a 10 11005 -1 B — CLEAR COLORED SEALANT Approved as et1113114 lug with the Florida Bni1(ng Code pale f)r��7pD 7 NOAO g 7 —m ?/ Mlaml bode Product Contre- ulv I j ( if c7'i Robed (0 4 k: jj P.E• PE 030112 Spuololal r1 Fit — MAX. SL WIDTH DLO SL SECT. E -E DLO MAX. X WIDTH DLO HORIZ. (DOOR W/ SIDE LITE •: • SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) 'XX' SECT. C -C HORIZ. 'X' SECT. D -D HORIZ. • • • • • •• • • • •��ii• ••• • si Nm, Ifl ES DI NSHEE T S1& •• FOR APPLICABILITY ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• MAX. 'XX' WIDTH • • ••• • • • • •••• • • • 1078 'BOLO DR!VE OMI FL 34278 P.O, 1529 FL 84274 • • Vktbly Better • • • • • • •• •• • • SL SECT. F -F HORIZ. (SINGLE SIDE LITE) VERTICAL SECTIONS MAX. DLO ALUM. FRENCH DOOR & SIDE LITES, IMPACT deft INTERIOR EXTERIOR 11005 -1 B Appnunvl as complying with the Plarhia IlmJing m Uatc G I 1 oC, NO ° � Mtand Product ; I UJ IQn w9 I. Lt.,4 L. gill Robe lark. P.E. Robed PE 230712 Structural [1i DWG # POT# DESCRIPTION 920D 6920D SIDEUTE HEADER 61 921D 6921 SIDELITE SILL 62 916B 60381 SIDELITE JAMB 63 1155 781PQA #8 X 1.000 QUAD PN. SMS 84 998 7998 HEAD GASKETS (STOCKING #70998) 85 999 79 s SILL GASKETSJSTOCKING #70999) 68 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTLING BLOCK, 3/32" X 1/4° X 1" W /PSA . 71 712671( SETTING BLOCK, 1/16" X 1/2" X 1 W /PSA 72 4222A 84222 BEAD, 7/16" 73 988 6988 BEAD, 3/8" 92 988 84988 BEAD, INTERIOR 93 1224 61P247 BULB, HICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 889, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16° LAMI - 3/16" A, .90 PVB, 3/18" HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 102 11006A 41106A ] 103 OFF -THE SHELF (DEAD BOLT LOCK TEM DWG # 1 9438 2 1010 3 7070 4 955 5 938 6 956 7 8 9 10 11 12 13 14 1 26 39 36 36 37 39 44 m 47 48 995 998 952A 11000 1870 11004A 11001A 11002A 11003A 915D 1010 6608 1140 1048 930 1118 7070 910D 911E 917 1178 913A 1130 990 014A 997 1023 928 1145 1212 9839 984E 1213 929 1139 982 49 Eall 930 52 931 53 1118 54 957 55 1118 EMI hill ' �� A+fero7 ® 107 Ifni POT# 60411 8Q300 67070K 7955X 7938X 7956A 7832X12FPXP 70995 70998 6533016 811000M 871870 611004M 411001A 411002A 411003A 60380 6Q300 66608M 78X112PSATS 71048 41721N 710X34PFA 67070K 8910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7990NUTA 60379M 7834FPT 70997 87924(3 41720 76X12FPAW 7P30GG 6983 6984 6Q200K 74UBLOK 7634F FD2PTAY 8R180FS 41721 7FRS X 710X34PFA 70967X 710X34PFA DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X .375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 ( INHOUSE INJECTION MOLDED) ACETAL SPACER .095 ( INHOUSE INJECTION MOLDED) ACETAL SPACER .140 ( INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q-LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0,650, 8081 -T6 #8 X 1.500 PH SQ A T/S JAMB SCREW COVER CAP STRIKE PLATE INSERT #10 X.750 PH. FL. SMS BULB WEATHERSTRIP .187 X.300 HIGH DOOR PANEL TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.825 PH. FL. SMS TRUSS CLAMP 5/16 -18 THREADED ROD 6/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X.76 PH. FL TEK GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) WSTP., .187 X.260 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #6 X.600 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 ( OUTSWING) DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,Q-LON .100 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) #6 X.750 PH. FL. SMS 2 PT. LOCK ASSY. RUBBER.LEEVE STRIKE PL INSERT (INA ME PANEL) • � EA'BOLT STRIKE PLATE •• ••• •• • • • •• #10 X.750 PH FL. SMS HANDLE STRIKE PLATE #10 X.750 PH FL SMS • ••• • NQ CHANGE Ma SHEET. ADO ITEM RODEA080LTAND TAME PANEL MY' TO N61 If. •• • • • • • • •• • • Igo-- • • •• • • • • • • • • • • • • • Visibly Better • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • ••• • • .804 - ) 17- W 380 .055 -► II 2 OUTSWING THRESHOLD CHANNEL COVER 8083 -T8 2.750 .125j TUBE MULL 8083 -T5 1.000 P RTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT Ad vccYb a �wE GWvela ewt Patel 1/2x B a 10 111 B Approved as vur°plylag ono Ere Florida nmdin Coda nala G NQA#�9 -- ' M Dade Product .onlnd Div a lnn D y Robert L. Clark, P.E. PE #39712 Slruowrel 1.400 c) DOOR PANEL 30 TOP & BOTTOM RAIL 6063 -T5 3.065 O FRAME HEAD 6063•T6 4.726 3.111 560 ,050 FILLER HEAD ADAPTER 8063 -T6 .050 .079 .489 �j ��11 1 3.000 --►{ 11 OUTSWING THRESHOLD 8083 -T6 Rawl Oda tweak. 31 1.489 4.100 .062 4.728 4.100 1.750 DOOR PANEL SIDE RAIL 6063 -T5 1.500''''''{{ . 125175 r 050 8.085 TRUSS CLAMP 6083 -T5 80 DOOR PANEL 44 INTERIOR ASTRAGAL 6083•T5 �+ -- 3.100 --+) 6.469 .076 -.075 L • • no • • • • • • • • • • • • • • r•-•-- +3, SL HEADER 6063 -T6 • • • • Amw ay. Ade Nahum • e FJC WI 27 8 N0 CHANGE V W 616227. • Am4ef: /foe Oak= FJC 6/14407 A 400 000F• i aeons GlA88 BED DAL T0 1TEM830, 31, 4, 49662 IRSenaF Dm *WW1* Dar FJC C 2/ 2 2/ 0 7 .. J. 6121/07 3 /8" GLAZING BEAD 6063 -T6 1.750 DOOR PANEL 45 EXTERIOR ASTRAGAL 8083 -T5 72 7/16° GLAZING BEAD 8083 -T6 4.688 6.212 3.000 .830 .050 20 DOOR FRAME. JAMB 8063 -T8 *- 1.578 -+- .890 �- C:) SL JAMB 8083 -T6 .050 0 SL JAMB 88 ADAPTER 6083 -T8 2.980 3.000 .050 250-.1 k 0 WEATHER WEATHER STRIP CHANNEL 6063 -T6 O HINGE 32 6053•T6 1.520 0.375 .125 APPraeed as camidfIn3 with the Florida StudIng Cede Uata D /* / ROA9 Mani Da P act antral ny r /il 1 J � � f ,' Ro Z ' rl L Clark. P.E. PE 039712 Structural • XTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT • a • • 1070 142111 GYORNE UAW FL VP. P.a 1629 FL 342/4 SL SILL • 0063 -T • • • • • Vist* Better ••• • • • • i •• • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • •• ••• • • • • • •• Griesibitk F001 onanw 7 " 10 11005-1 _ err: iambs* no; 1 ZONE "C"1 SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD t Z ENE t ZONED „p, 1 , SILL SILL ZONE ' ZONE °F" "E" "E" SEE TABLE 7., SHT. 9 °E" NOTES: row* Ms 'Widow F.K &'t6 1 8 NO CHANGE TH1888E87. 0 m HEAD ZONE "D" ZONE " 1 SILL 1 SILL 1 ZONE "D" ZONE "D" SEE TABLE 4., SHT. 9 Z N ( • Mil BA Ate 14 . 61 .". GNANOB7l0'OR tOX'ANCHOR ZOOM FROM 4P7Y117. ADO ANCHOR 7110E8 AK WNW A 7DBOLD7IOM D, q p iambs* no; FJG 2/22/07 J.J. s1/21/07 HEAD HEAD HEAD 1 ZONE °D" ZONES ZENE /XXO OR SILL ZONE "D° ZONE F ° I ZONE y SEE TABLE 7., SHT. 9 "E" • • ••• • • • • 3t7lISED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4 "H UNIT, _ i OF• • • • • "l (4"W'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 2.ANCHOR QUANTITIES ARE BASED ON AS FOLLOWS (3" MIN. O RFQICF ]' ): SNE�EX M LE••O(X ANCHOR LAYOUT ABOVE. 3. #12 SCREWS JAMBS (ALL): 131/4° MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. 0.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION AB t TPIPREFER TI TI- ItgPROPj3IIE ES ON SHEET 9. ' DAL amuro r _._. __..RIVE Sf^� 1�1•t s1 M ORAGE CONFIGURATIONS • • • • — "iu7B NOIIPM18,FL 341i% • A.O. BOX 1828 KOKOMI8, FL 84474 • • • • • • • ••i • • • • • • • ••• • • • • • •• •• • • • • • HEAD ZONE "E" I 0 �ZONE4"E t 1 ZONE " 1 ZONE " SEE TABLE 6., SHT. 9 SEE TABLE 6., SHT. 9 VLdb Seater ••• • • • • ••• • • • • • • • • • •• • • • • HEAD HEAD 1 ZONE "D "ZONE "E" ox HEAD HEAD HEAD HEAD f ZONE f -- ZONE °P I ZONE "F °� Z EN 1 w z N SILL SILL Z " E " NE-A-- ZONE "F" � ZONE F " s'LL "ZO�E� SEE TABLE 7., SHT. 9 ALUM. FRENCH DOOR & SIDE LITES, IMPACT P13101 l NTS 8 J 10 � 11005.1 Q EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "8" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Appror.,, et iteMi: •al WIU1 toe Florida &eidir 1)atr� torJ7 Miami Dade Product nntro /77 n� L Clark. P.E. PE 838712 Structural / r % / \. il OXXO \ l \ 7 _ err: iambs* no; 1 ZONE "C"1 SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD t Z ENE t ZONED „p, 1 , SILL SILL ZONE ' ZONE °F" "E" "E" SEE TABLE 7., SHT. 9 °E" NOTES: row* Ms 'Widow F.K &'t6 1 8 NO CHANGE TH1888E87. 0 m HEAD ZONE "D" ZONE " 1 SILL 1 SILL 1 ZONE "D" ZONE "D" SEE TABLE 4., SHT. 9 Z N ( • Mil BA Ate 14 . 61 .". GNANOB7l0'OR tOX'ANCHOR ZOOM FROM 4P7Y117. ADO ANCHOR 7110E8 AK WNW A 7DBOLD7IOM D, q p iambs* no; FJG 2/22/07 J.J. s1/21/07 HEAD HEAD HEAD 1 ZONE °D" ZONES ZENE /XXO OR SILL ZONE "D° ZONE F ° I ZONE y SEE TABLE 7., SHT. 9 "E" • • ••• • • • • 3t7lISED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4 "H UNIT, _ i OF• • • • • "l (4"W'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 2.ANCHOR QUANTITIES ARE BASED ON AS FOLLOWS (3" MIN. O RFQICF ]' ): SNE�EX M LE••O(X ANCHOR LAYOUT ABOVE. 3. #12 SCREWS JAMBS (ALL): 131/4° MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. 0.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION AB t TPIPREFER TI TI- ItgPROPj3IIE ES ON SHEET 9. ' DAL amuro r _._. __..RIVE Sf^� 1�1•t s1 M ORAGE CONFIGURATIONS • • • • — "iu7B NOIIPM18,FL 341i% • A.O. BOX 1828 KOKOMI8, FL 84474 • • • • • • • ••i • • • • • • • ••• • • • • • •• •• • • • • • HEAD ZONE "E" I 0 �ZONE4"E t 1 ZONE " 1 ZONE " SEE TABLE 6., SHT. 9 SEE TABLE 6., SHT. 9 VLdb Seater ••• • • • • ••• • • • • • • • • • •• • • • • HEAD HEAD 1 ZONE "D "ZONE "E" ox HEAD HEAD HEAD HEAD f ZONE f -- ZONE °P I ZONE "F °� Z EN 1 w z N SILL SILL Z " E " NE-A-- ZONE "F" � ZONE F " s'LL "ZO�E� SEE TABLE 7., SHT. 9 ALUM. FRENCH DOOR & SIDE LITES, IMPACT P13101 l NTS 8 J 10 � 11005.1 Q EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "8" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Appror.,, et iteMi: •al WIU1 toe Florida &eidir 1)atr� torJ7 Miami Dade Product nntro /77 n� L Clark. P.E. PE 838712 Structural 2,3, WOOD LOAD ZONES Wt /p7 ?/22/tl7 27.76 x 79.75 83.75 87.75 91.7 95.76 y •• 38,13 x 79.7 83.75 87.76 • 1617 • • 96.76 r8 •3 • 44 6 •48P75 x 4 • ■ • • 193.76 7 3 4 3 87.7 7 3 4 3 91.75 7 3 • 4• • 98.76 • • • • is • • • OM 7NOHNOL1)GlYMINE CHANGE WM SHEET. g„ • • NO11D�4 FL 8078 •AL1101.1801W TABLE C • TO e Re a 'GB A Irma PO. 86X 1828 • • NOKOMIS FL 30274 Visibly Better 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 4 4 4 4 5 5 6 6 5 6 6 6 6 7 7 7 6 8 7 7 7 3 3 3 3 3 3 3 3 3 3 3 3 4 4 6 5 6 4 4 6 6 6 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 El 0 0 1,2, CONC 8 5 6 s 6 6 6 6 6 5 6 Ann 6/21/07 l [c j IL tz i a 10 thin= aU ©RI D 'lff© 0©D11© UUMM DDD©© 11112 r�' FIBRE nano 131313013 2110131310 Dflo© © �D© MU 110011 6 �' 11© MIUMO 170011 156 1 ' � 011 i dr 110© Dann Mull fliooU CU �D Th CHM 00 4 b 1 6 6 5 6 6 8 5 0 6 8 8 10 9 9 10 10 1,2, CONC 6 6 6 6 5 8 • 21.76 x 79.76 83.76 87.75 91.75 96.7. 2.3, WOOD W 0 0 0 0 0 Q 0 Q 0 0 0 11 aEl 11 a a 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 6 6 0 a 6 O TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE 8 SUBSTRATE DOOR WIDTHS "X"- 25.5 TO 37.60 WIDTH x HT. 28.50 x 79.75 6 2 00©© 83.75 6 9111] ©Q 87.75 5 ©QQ©Uc 91.78©© 000 © 95.76 6 0 0© 27.50 x 79.76 8 UNDUE' 83.7: ©© ©11 87.751]9R 0© 91.76 6 ©Yo© 6 98.7 6 ©p0© I � ! � tL 29.60 x 79.78 6 Q - L7© 83.7. 5 �0©© 87.7.0 ©Q grall 91.76 6© 8 95.76 6 DEMO 31.60 x 79.761] ©00©© 83.76 6 ©1]D© 9.75 0 ©RD© 91.75 6 98 ©©11' n ©Q 33.60 x 83.76 6 9pti9n 83.76 6 9.76© 0 © 811.76 10 96.7. 99 10 nn Itl 35.50 x 79.7600 8 AUDI 83.75 0 9110Up 87.76 • 9 11 0© 6 91.76 10 090 95.76 9 10 mane 0© 6 37.50 x 79.75 6 ©D© 83.75 6 ©11 87.75 10 9 91.75 10 0© 95.759d 10 fl© FJG F. K FJG A, B, C, D TABLE 4. sic DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHOR 'TYPE & SUBSTRATE POOR WIDTHS 1C<" - 47,75 TO 71.75 WIDTH x HT. 47.76 x 79.76 4 3 83.76 5 87.75 5 91 75 6 98.75 5 81.75 x 79.75 5 83.76 5 87.76 6 91.76 5 95,76 66.76 x 79.76 8 83.76 5 87.76 6 01.76 8 95.75 6 69.75 x 79.76 6 83.75 6 87.76 6 91.76 8 95.75 6 83.76 x 79.76 5 83.76 6 87.75 6 91.75 6 96.75 7 87.76 x 79.76 6 83.76 6 87.76 6 91.76 7 95.76 7 71.76 x 79.76 6 83.76 8 87.76 8 91.75 7 95.76 7 2.3, WOOD w s A, B,C.D LOAD ZONES TABLE 6.0 SIDE LITE GLASS TYPES A. B. C, D ANCHOR TYPE 8 su3SIRATE 2,3, WOOD 1,2, CONC WIDTHS - 10.76 TO 38.75 WIDT x HT. 10.76 x 79.76 4 1 4 1 83.76 4 1 4 1 87.76 4 1 4 1 91.76 4 1 4 1 96.75 4 1 4 1 12.75 x 79.75 4 2 4 2 83.76 4 2 4 2 87.76 4 2 4 2 91.75 4 2 4 2 96.76 4 2 4 2 19.00 x 79.75 4 2 4 2 83.76 4 2 4 2 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 21.76 x 79.76 83.75 87.76 91.76 95.75 27.76 x 79.76 83.76 87.76 91.7 96.76 38,13 x 79.75 83.76 87.7 • 95.76 38.76•c 79. • 6 .'•' 91.76 0 4 4 4 5 6 6 5 6 6 6 8 6 7 LOAD ZONES 0 0 0 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 3 3 4 3 3 4 3 3 4 3 TABLE 6. XO & QX GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X" - 26. TO 37.60 SIDE LITE WIDTH x HT. 10.75 x 79.7• 83.76 87.7• 91.7• 96.7 • 12.75 x 79.76 83.76 87.75 91.75 96.75 19.00 x 79 .75 83.76 87.7. 91.75 96.76 0 LOAD ZONES 0x A, 8,C,D x 0 1,2, CONO P x x x POOR WIDTHS - 26.50 TO 37.60 )0( 47.75 TO 71.76 SLOE LRE WIDTH x HT. 0 10.75 x 79.75 4 83.76 4 87.76 4 91.76 4 98.76 4 12.75 x 79.76 4 83.76 4 87.75 4 91.76 4 98.76 4 19.00 x 79.76 4 83.76 4 87.76 4 91.76 4 95.76 4 21.76 x 79.75 4 83.75 4 87.75 4 91.75 6 96.76 6 27.76 x 79.75 5 83.76 6 87.76 6 91.75 6 96.75 6 36.13 x 79.76 6 83.76 6 87.76 7 91.76 7 95.75 7 38.76 x 79.75 6 83.7. 6 87.75 7 91.76 7 96.76 7 CHOR QUANTITY LOAD ZONE TABLES ALUM. FRENCH DOOR & SIDE UTES, IMPACT o sr tto0rx se v; •.• 'ammo Faf01 NA 9 a 10 11006.1 O ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TABLE 7.O X0 • XXO, OXX & O XO GLASS TYPES A, 0. C, 0 ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2 CONC LOAD 2014E3 B APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3.612 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved ue complying with Mr Moridx 3a1.6ngg Code ltatc_fye:.T' l / ?W NOAO if7.r ft /4 Mlaml Dade Product tbnlrot DI � s_ Robotf Clerk, PE 939712 Strucluml 2X WOOD BUCK, NOTE 2 1 3/8" EXT. WOOD ANCHOR ON STAGGERED CENTERS,- TYPE 2 OR 3, NOTE 1 EXT. 1 1. 1 3/4" 3.4 KSI MIN. CONC. MIN E.D. MIN E.D. —N N 1 3/8" TYPE 1 1 314' TYPE 2 1X WOOD • BUCK, NOTE 2 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM I MIN. 2X WOOD J BUCK, NOTE 2 DOOR JAMB (WOOD) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 . 3/8" MIN. 2X WOOD BUCK NOTE 2 DOOR SILL (WOOD) NOTES: 1/4" MAX. SHIM EXT. WOOD ANCHOR TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK, NOTE 2 DOOR HEAD (CONC) r" 'TYPE 1 OR 2 (CMU) C-0 1/4° MAX. SHIM EXT 1/4" MAX. SHIM . *• 3/4" MIN. E.D. iilk31/111.1k;- ::,71 • ; r • • 't) 3/4" MIN. E.D. 1.8 KSI CMU 012 3.4 KSI MIN. CONC. DOOR JAMB (CONC) 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 CONC. ANCHOR, NOTE 1 NOTE 3 1/4" MAX. 1 3/8" TYPE 1 1 314" TYPE 2 1/4° MAX. SHIM 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 21 1X WOOD BUCK, NOTE 2 EXT. 7- /8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 Y 110111 1 3/4" I 1X WOOD_ BUCK, NOTE 2 1/4" MAX. SHIM V I 314" 3.4 ItS1 MIN. CONC. N. E.D. 2X WOOD BUCK, NOTE 2 DOOR SILL (CONC) SIDE LITE SILL (WOOD) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • es. • • 1 3/8' MIN. CONC, ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 20113, NOTE 1 . "'" --- --1/4" MAX. SHIM - WOOD EXT. ANCHOR TYPE 2 OR 3, NOTE 1 SIDE LITE HEAD (CONC) EXT. 1/4" MAX. SHIM 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (CONC) CONC. ANCHOR, NOTE 1 _a 1 1 /4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) T 1 3/4" TYPE 2 (CONC) 1 3/4" MIN. E.D. 11111132117 1.6 KSI MIN. CMU OR 3.4 K31 MIN. CONC. . 1 3/4" MIN. E.D. 1/4" MAX. SHIM J 3#5" TYPE 1 3A KS) MIN.. '`..1 3/4" 'TYPE 2 CONC. .••• 314' MIN. E.D. SIDE LITE SILL (CONC) 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) 011 1/4" $S4 CRETE-FLEX EMBEDDED 1 314" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, GE (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDIND 14308 TWA, • : ... 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. ix WOOD silks ARE ime,44 i iS GUMIT It•STALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SMiTRATB Si" WOOD RUTS:GTE ERVNEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). • • • • a.a • • s • • • • • • • • 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQurNED. It' USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD • • • hil SUBSTRATE, OR AS APPROVER BY THE AUTHORITY HAVING JURISDICTION. a • •_o • • • • - -417 Rend* Dew fanoThwu • „......, • • : • • tilHORAGE DETAILS All. 3 a malaise' Th119 WM: 1071:127220,019Y4221VE 1,7774 77A both: Roisbxan AI X02426473427.5 • • The _IP Sewed* -1 " -----1 6 . efears71 I & 2 27417FLLONCONC.DETAIL1 SPE1 TYPE 2 3 3 MIMS • e ALVM. FRENCH DOOR & SIDE LITES, IMPACT AIL 811107 A DETAILS. ADDANCIfOR TYPES 10 NO717 f P.O. A INS • F.K 2122/07 J.J. 6121107 I PD101 NTS 10 0 10 I 11005-1 D.0.4 vo; rhmked 140XCIMIS, FL 34274 Visibly Better astfileft17 82777c 1777■703; .---1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1 3/8' TYPE 1 1 3/4" TYPE 2 1 411101.17.1111, •up: Flosis177 Huiding Ca& j1/147 1•70Mt_rzi "9 • Miami Dade I•todvel Contnti 11‘1117 flji 7 j 1'4 ) Robw(L Oaik, P.E. PE 1/9912 Structural • • •••• • • • • • . • • •• • •• • • • • • •• • • • • • • •. •••• • • • • • • •• • •••• • ••• • • • • •• •• •. • • • • • • • • • • • • • • • • • • • • • •••• • •• • • ode r-