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WS-07-182Inspection Worksheet Miami Shores Village. 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/27/2007 Inspector: Rodriguez, Jorge Owner: PETERSON, JOHN Job Address: 893 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number 305 -498 -1440 Parcel Number 1132060142690 Lot: Building Department Comments REPLACED REAR WINDOWS Passed Inspector Comments 305 - 498 -1440 call before you go e, o t)s--s d ° Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, February 27, 2007 Page 2 of 2 Miami Shores Village b Building Department R 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: 305 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): 69 t Permit No. J 1 -1 CV- aster Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) -14J °�� Phone # Owner's Address City�ii dh Tenant/Lessee Name 73-7. ?' Zip . i7' Phone # State /42, Job Address (where the work is being done) ✓®;1 , tq, w . City Miami Shores Village County Miami -Dade Zip 1 FOLIO / PARCEL # al/ -- d 6 ei % - 7,4 !' Is Building Historically Designated YES NO 5 Contractor's Company Name Contractor's Address Phone # City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency N. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New ► Repair/Replace [' Demolition Describe Work: ' ! f 4/412,10A) ,/ael" Submittal Fee $ Notary $ Permit Fee $ 186° Training/Education Fee $ 7.20 CCF $ •4Q CO/CC Technology Fee $ 4f30 Scanning $ '"( ) Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ LO l See Reverse side -* FEB 2 OP it) CK*it Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that. no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit Ls issued. In the absence of such posted notice, the inspection will not be appro a reinspection fee will be charged. Signature ,'/� Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 31) The foregoing instrument was acknowledged before me this day ofd , 200 , by 74 M /, , day of , 20 , by who is personally known to me or who has produced T/• Dry' 6 who is personally known to me or who has produced Ll (_ ` As identification and who did take an oath.. as identification and who did take an oath. \��‘ $S #gip \995 NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: V6 //,t/ F?R!& DATE: /' /3i % 7 l / ADDRESS: 6(7? /t/E. 0 96 A) O a ir vitoyiPG, yzf Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my owns contractor; I further understand:that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal Licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you., which means that you must deduct F.I.C.A and with - holdings tax and • provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as ari owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial V / 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial V,/, 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial V 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial V 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my.property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this ✓U day of % 20 07 By Ci 04 iti Pai6e0 Produced there License or who was personally kriown to me or who has 77.IJ'tv1 ✓'.� JC- .OWNER as identification. l3 iu . c— q L S-h�f -Folio: (I- 3206 -61 q -.fit 9v -51A, P. (2e -ed' S•e ('-- Ad A °.°77----71"13 'toDt o t ZAZZDEK 11 . .. .. ........ • • •. • •...... •• ••• •• • . . .. • • ••• • • • • . • • • ••• • Nt..61V- • • •••• • • • • • • • • • ••• • • •• • • • • • • • • • • • ••• • • .• • •... • • ••• • • Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Sq3 Ng q ,J. Permit No. 697---/S Z Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure S.e Yes / No Yes / No Yes / No 1 ' ( - ip a' it l 0.-,1 ( +) PSF O PSF +) PSF O PSF // d ,Ve5 1: j /1/ .: !'�' U4 /c. Jy / ‘ •-• ol25" Hi 716 ev /rvego, a S -, 6I1 -o 3.74.4.P. ,v.e, n/b / piel %v' /1v;� 1 el- ll 057. a/ ,'fix v- 3 C---N w" i //V /./ :17431'7 n-/, Gr/el ,- • • •• • i / 7 1/1 AcG a9.-o1 - !> 5 <F G1., 14iv • __.� ,. /C /y . 1 VanriNIIKVAINIPparfrEfilillM • ANEW ., • • • • • • •••• • • • •••• • • • • ••• • • • • • • • • • • • ••••• • • MIAMI -DADS COUNTY •• •• • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •• •• • • • • • • • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION ' • • NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: ••• • • • • ••• • ••• • • • • • • • MIAMI DADE COUNTY, FLORIDA • • zMETRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 {A� . ' • www.buuldinacadeonliuecom This NOA is being issued under the applicable rules and regulations governing the nse 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 AHD (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 AHD may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone DESCRIPTION: Series C-740 Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by PGT Industries, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT TING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or mianufacture 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 MVEami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0611.02 and consists of this page 1 and evidence pages E -1, E -2 and E-3, as well as approval document mentioned above, The s►mitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO: NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" L AMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS W/ AN .0901NTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 118" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16'1 AMINATED GL ASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED 01- (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 IN'IERLAYER. A F. 13!16" I.G. GLASS COMPRISED 01- (1) LIFE OF 1/8" ANNEALED GLASS AND (1) "7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER £ G. 13116" 1.G, GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER • " "• 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O • • •••• CONFIGURATIONS OPTIONS 5 0 4 x 0 x x 0 x 0 x x UNEQUAL. UTES x 0 UNEQUAL UTES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS! COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR i-14 "XOX" &'XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL La E "XOX, °XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & r ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13° SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED I ITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHU I 1 ER REQUIREMENT: NONE. REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE T ESI REPORTS: F LL -3580, FTL -3582, F11.-3537, FI L -3729, FTL4607 AND FTL -4608. A • • • •• • • �••.•• fir,woman &Nub rt , • •• • • • • • • • • • •• •• C"mr•1 • •••• • •••• • • • • • • •• • • l •••• ••• • • • •• FJf 3123!03 B ADD 13118'LQ a MOVE GLAZING DEPAILS 70 SHEET nmt FX 1110108 C NO CHANGE THIS SHEET waseer amt r..dan FX BL°9J03 0 ADD 7FHT, 01AZ3.47YPFSFAND 0. RFIASF. ANCHORAGE bmie, t Er Daln F.K. 12117102 1870 TE0AWOLOOvDR1VF NDXDA= fL 34?/b P.O. 00X :328 NOKOMO FL 34273 vurblr Rester a NOTES AND TABLEOFCONTENTS ALUMINUM CASEMENT WINDOW, IMPACT NTS 1 m 13 704541 C4-740 V;2„..,* 5- 1 uws A. Tumer, P.8. PC #3820/ hdectiaelcet ® 1/8" ANNEALED OR .090 PVB INTERLAYER HEAT STRENGTHENED ' I--- GLASS 1 /8" HEAT STRENGTHENED GLASS .� 3Q 31 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS —►1 1-•-• .65" NOM. GLASS BITE 5/16° LAMINATED GLAZING DETAIL 86 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT -a-- .090 PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE RovseGF ban F.K. 325W3 r+asaax Dabr F.K 7110/03 foxed ay Os F.K. 623/05 mama). Oats F.K. 03715103 7/16" LAMINATED GLAZING DETAIL 13/16" 3/16° ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" I.G. W/ 5/16° LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL • • • • •• • • • .•• • • •••• • • • • • • • •••• • • • • • • • •• • •••• ••• • • • > 5 REDRAW GLAZING DETAILS 8 ADD 13+15°LG. Reerforra C NO CHANCE THIS SHEET ADO 13/164 LAMI LCi VW 7/162.450 & CORRECT 51157` LAMI DETAIL R Coors, Bic 1070 NOKOMIS. FL 34 76 Pc-�T P.O. BOX 7528 NOKOMIS FL 34274 Visibly Better GLAZING DETAILS ms ALUMINUM CASEMENT WINDOW, IMPACT s CA-745 sws s..t NTS 2 s 13 7045 -8 D4. /214(` Lucas A Turner. PE. PE 058201 Mechanical CENTERLINE 1 1/2" ANCHOR 1 1/2" LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. =II ■ r IR IW 7" 4' MAX. 4" MAX MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. Reade FK Rowley: FK 4" MAX. 4" MAX. 30" MAX. DAYLIGHT OPENING 134° MAX WIDTH 53" MAX DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF °X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 13" MAX. O.C. } 4" MAX 76" MAX. HEIGHT --.4I L-I-14 4" MAX. 1!2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) 30" MAX. DAYLIGHT OPENING NOTE °X' PANEL MAY SWING IN EITHER DIRECTION 3r MAX VENT TYP. 13" MAX. O.C. 1 a 60" MAX FIXED MAX. HT J 1- 1 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) • • • • • •• • •••• • • •••• • • • ammo • • • • •• • 1 eiTIT� �,`�. - • • • • r+w • ••• • •••• • • •••• Db1llo • • • • • • • • • • • •• • ••• • • •• CHANGE SHEET NO. REFERENCES aott 7/1003 ADD MING E LOCATION DETAILS FK aeaex F.K Dabs 623rob Salaam CHANGE MAX HT. T078`AND MAX. OLO TO 50• 12/17/02 Ch octal aF 1070 TECHNOLOGY DRIVE NOKOMIS, 71 34270 P.O. SOX 1539 NOKOMIS FL 34174 PST vtMWjb &zrer 'XX" & 'XOX" ELEVATIONS w" ALUMINUM CASEMENT WINDOW, IMPACT SaRWfWet CA-740 NTS Sash 3 m 13 7045 -8 D Lucas A. Timer, P.E. PE #58201 Med,antcat •••••• • • • • • • • • • • •• • • • • . / / \ ate- O \ ! \ / / _ 69° DAYLIGHT - OPENING A MAX. 76" NEI( 3r MAX VENT TYP. 13" MAX. O.C. 1 a 60" MAX FIXED MAX. HT J 1- 1 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) • • • • • •• • •••• • • •••• • • • ammo • • • • •• • 1 eiTIT� �,`�. - • • • • r+w • ••• • •••• • • •••• Db1llo • • • • • • • • • • • •• • ••• • • •• CHANGE SHEET NO. REFERENCES aott 7/1003 ADD MING E LOCATION DETAILS FK aeaex F.K Dabs 623rob Salaam CHANGE MAX HT. T078`AND MAX. OLO TO 50• 12/17/02 Ch octal aF 1070 TECHNOLOGY DRIVE NOKOMIS, 71 34270 P.O. SOX 1539 NOKOMIS FL 34174 PST vtMWjb &zrer 'XX" & 'XOX" ELEVATIONS w" ALUMINUM CASEMENT WINDOW, IMPACT SaRWfWet CA-740 NTS Sash 3 m 13 7045 -8 D Lucas A. Timer, P.E. PE #58201 Med,antcat •••••• • • • • • • • • • • •• • • • • DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 141/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. --..37" MAX. WIDTH t- 30" MAX. - DAYLIGHT -► OPENING 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 4" MAX. ,y -• I .._1 l � � 14112" 4" MAX 1-»-- MAX. O.C. ELEVATION "D " - "X° (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 30" MAX. 53" MAX -- DAYLIGHT DAYLIGHT OPENING 97" MAX. WIDTH 1 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. OC 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 4° MAX. I 4° MAX---" - ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) .1- - 13" MAX. O.C. r- OPENING _r 13" MAX — O.C. 4" MAX. 4" MAX. ---"- NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT L -"-37" MAX. VENT 60 " MAX. FIXED ELEVATION "P" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) r -�--►� -13" MAX. O.C. .jl SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) • • •• A 76° MAX. HEIGHT •••• • • • •••• • -• • • •:TD • •;z�z•dIA tic tack, • •• • • • (••• • • •••• • 21~ • • • • • • • • • • •• • •••• ••• • • • •• Raved Op Data FJG 3125/03 Rawl fir 0 FX 553A75 amae F.X too* sr thoz PK: 12/17/02 B CHANGE SHEET NO. REFERENCES naa 7110/03 C ADD HINGE DETAIL 1 HINGE LOCATION NOTES CHANOEMAX HT. 7075"ANC MAX DLO TO 59' Wra ROOMS Packed By FJ( 1070 TECHNOLOGYORVE i -°'r'• NOKOMIS, R 34278 P.O. BOX 1824 NOKOMIS, F! 34274 "X" "O ", NCO "& "OX"ELEVATIONS T"" ALUMINUM CASEMENT WINDOW, IMPACT VLArJjbageBetter mot• mg 40"c fkaaft CA-740 NTS 4 d 13 7345 -8 f Vs Vac Luc"" A. Turner, PP. PE 058201 • M°ch"nleal COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (118 "A,.090,1 /8 "HS) B. 5116" LAMI (1/8 "HS,.090,118 "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 31 36 38 3/8 43 48 50 5/8 54 57 60 83 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG rPOS NEG POS NEG POS NEG POS NEG POS NEC POS NEC POS NEG POS NEC POS NEG POS 19118 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. -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 -86.3 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 20.0 -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 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 - 89.9 69.9 -67.8 67.8 -66.2 66.2 - 65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0_ -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 _ -90.0 70.0 -87.4 70.0 -77.6 70.0 -88.4 68.4 -63.9 63.9--60.0 60.0 -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 -81.8 61.8 -58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 - 45.6 45.6 - 43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 J 34 36 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 48.6 - 45.2 45.2 -42.4 42.4 • • • • • •••• • B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 - 75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 - 80.4 70.0 60A -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 • • 4klIteliNevom • x . ' , Y ix } � 3r� • ; • . • • • • • • • • •' • • • B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 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" LAMI (3116 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL `7C" SIZES UP TO 32" WIDE x 72" HIGH [90.01 70.0, . • •••• • • • •' • • • • • • • • TABLE 2A. "X " WINDOWS TEST REPORTS: FTL-4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3116 "HS) F.13116" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16"A,.090,3/16"HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° 884 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. 1•V/ Imes A. Toner, P.E. PE 868201 ,� Raretley. Fx mm 32$/09 Raiders 8 ADD GLASS TYPE ETOTABLES 1 & 4 - r NO TEGWOLODY 42758 P.O. SOX 1828 NOKOMf3, FL 34274 r PRESSURES - X CONRG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT F.X. 7/10/03 Cr57nox NO CHANGE MS SHEET '�°°°"" F.K. o 8/23105 D REVISE ANCHORS &ADD 75' HE10HT OPT= By F.K. Oefa 11/17102 r7udo1 eJ e� Visibly Better Bait cA -740 8� NTS sra 5 « 13 �°"° ` 7045-8 D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A 5/16" LAMI (118 "A,.090,1 /8 "HS) "XX" ' HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 WIDTH NEL, POS Nti rub ML.i NclS NtL3 POs NtG -POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A - 75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 631/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 -75.0 70.0 74.4 70.0 -69.6 69.6 - 652 65.2 - 83.0 63.0 -60.8 60.8 - 58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.4 -75.0 70.0 - 88.4 68.4. - 63.9 63.9 40.0 60.0 - 58.5 58.5 - 56.2 56.2 -53.4 53.4 64 A -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 - 65.6 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 - 45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 - 39.7 39.7 74 A -75.0 70.0 -75.0 70.0 . -73.7 70.0 -67.9 67.9 . -59.0 59.0 , -52.8 52.8 , -49.9 49.9 - 46.4 46.4 , - 43.5 43.5 -41.1 41.1 - 38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8"HS,.090,1 /8"HS) E. 13/16" LAM/ (1/8"HS,3/8" SPACE, 5 /16" LAMI-W/ 1/8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 X X • TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 • • • •• •• • • •••• • • •••• • GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) ALL "XX " SIZES UP TO 74" WIDE x 63" HIGH [ -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FM-3580, FTL -4607, FTL -4808 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3116"HS) F.13/16" LAMI (1 /8 A,AIR SPACE, 7/16" LAM/ W/ 3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 - 55.0T55.0 A NOTES: A 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 69.6 P.S.F. • • • • • • • • • • •• • •••• • • •••• ••• • • • •• fictivioar egret Br dallx lurid er FJG 8/23to3 REVISE ANCHORS & ADD TABLES 78"HEIGHTOPTION come Br Oft Cheated* Dew F.K. 12117/02 1070 TECHNOLOGY DRIVE NOXOMIB. FL 34275 F.2 BOX 1820 NOXOIIKK FL 34274 PRESSURES - XX CONFIG. WINDOWS Pc," Visibly Batter 11""0"00" CA -740 7"" ALUMINUM CASEMENT WINDOW, IMPACT Seeic NTS 8 13 o", 7045 -8 D Lucas A. Turner, P,E, PE #51.1201 Mechanical COMPARATIVE ANALYSIS TABLE 6. "0" & 1/4-1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4608 WIDTHS 'COX" GLAZING OPTIONS: A. 5/18" LAN (1/8 A,.090,1/8 "HS) B. 5116° LAMI (118"HS,.090,118"HS) C. 7/16' LAMI (3/16"A,.090,3/16"HS) E. 13/18" LAMI (1/8 "HS,3/8° SPACE,5/16° LAMI-W/ 1/8"HS „080,1/8 "HS) F.13/18" LAMI (1/8 "A,AIR SPACE, 7118" LAMI -W/ 3/16°A,.090,3/18°HS) HEIGHT 26 31 38 38 318 43 48 50 5/8 64 72 78 NEG POS NEG POS NEG POS NEG POS 38 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 NEG -60.4 POS 60.4 NEG -54.3 POS 54.3 NEG POS NEG POS -51.1 51.1 -47.9 47.9 NEG -44.8 POS NEG -422 POS 42.2 NEG POS 3,9 C,F -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 -90.0 70.0 -90.0 70.0 -90.0 37 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 70.0 -90.0 70.0 -90.0 -67.9 87.9 -59.0 70.0 59.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 41.1 -38.6 70.0 -55.01 55.0 -55.01 55.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 391/2 79 A -75.0 70.0 -75.0 70.0 -87.8 87.8 -82.1 70.0 62.1 -90.0 70.0 -90.0 -65.7 55.7 -49.8 70.0 49.8 -904-70.0 -90.0 70.0 -90.0 -48.9 46.9 -43.6 43.8 70.0 70.0 -38.8 38.6 -38.5 70.0 55.0 36.5 42 84 B,E C,F A B,E -76.0 -90.0 -75.0 -76.0 70.0 70.0 70.0 70.0 -75.0 -90.0 -75.0 -75.0 70.0 70.0 70.0 70.0 -75.0 -90.0 -62.4 -75.0 70.0 70.0 62.4 70.0 -76.0 -90.0 -68.4 -76.0 70.0 70.0 58.4 70.0 -75.0 -90.0 -83.3 -75.0 70.0 70.0 83.3 70.0 -75.0 -90.0 -66.4 -75.0 70.0 70.0 56.4 70.0 -76.0 70.0 -90.0 70.0 - 53.4 53.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -76.0 70.0 -90.0 70.0 -75.0 -90.0 -50.0 -75.0 70.0 70.0 50.0 70.0 -90.0 70.0 70.0 48.9 70.0 -75.0 -87.4 70.0 70,0 .44.3 70.0 -75.0 -832 -41.9 70.0 70.0 41.9 -90.0 70.0 -84.5 70.0 70.0 -76.8 70.0 45 90 A -75.0 70.0 -70.3 B,E -75.0 70.0 -75.0 70.0 70.0 -58.0 -76.0 C,F -90.0 70.0 -90.0 70.0 -90.0 48 90 501/2 101 A B,E C,F A -75.0 -76.0 -90.0 -75.0 70.0 70.0 70.0 70.0 -65.0 -75.0 -90.0 -60.8 65.0 70.0 70.0 80.8 -54.3 -76.0 -90.0 -61.3 58.0 -70.0 70.0 54.3 70.0 70.0 51.3 -54.6 64.8 -59.3 59.3 -53.8 53.6 -50.9 50.9 -47.6 47.5 -44.7 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 70.0 44.7 j 70.0 -42.1 421 -39.7 39.7 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -68.2 70.0 70.0 -76.9 70.0 -72.4 70.0 -69.2 69.2 -51.1 -75.0 -90.0 -48.3 51.1 70.0 70.0 48.3 -55.1 75.0 -90.0 -62.7 55.1 70.0 70.0 52.7 -5t4 -75.0 -88.0 -48.7 51.4 70.0 70.0 48.7 - 48.8 48.6 -75.0 70.0 -80.9 700 - 46.9 48.9 -45.3 -75.0 -75.0 45.3 70.0 70.0 43.5 -42.5 -75.0 -70.7 70.0 70.0 41.3 -40.4 -75.0 -39.2 40.4 70.0 67.3 39.2 -38.4 -76.0 -64.1 -37.1 38.4 70.0 37.1 53 1/8 108 3/8 B,E C,F A -75.0 -90.0 -76.0 70.0 70.0 70.0 -75.0 -90.0 -58.7 70.0 70.0 58.7 -75.0 -90.0 -48.7 70.0 70.0 48.7 -75.0 -90.0 -45.4 70.0 70.0 45.4 -75.0 -90.0 -50.0 70.0 70.0 50.0 -75.0 -81.2 -48.1 70.0 70.0 48.1 -76.0 70.0 -75.7 70.0 -44.2 44.2 -70.3 -42.2 70.0 70.0 42.2 -75.0 -66.8 -40.1 70.0 86.8 40.1 -75.0 -83.5 -38.0 70.0 38.0 -74.3 -60.5 70.0 -49.81 49.61 91,9 -76.0 700 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0-70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C,F -90.0 64 108 A -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -75.4 70.0 -71.1 70.0 -57.3 57.3 -68.2 58.2 -47.9 47.9 -44.5 44.5 -49.1 49.1 -45.3 45.3 - 43.4 43.4 -41.9 -39.8 39.8 8,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.9 70.0 -75.0 70.0 - 70.1 70.0 70.0 -75.0 70.0 70.0 -71.8 70.0 65.4 -61.8 5512 111 67 114 A -75.0 700 -57.1 57.1 -46.4 46A .43.3 43.3 -47.5 47.5 -43.9 43.9 -42.2 422 -40.8 40.8 -39.1 391 591 -56.4 37.2 -35.4 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -70.8 70.0 C,F -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 -63.6 -60.1 80.1 -54.8 54.8 -51.1151.1 A 8,5 -76.0 70.0 -58.2 56.2 -44.8 44.8 -42.1 42.1 -482 48.2 42.5 -41.2 41.2 -39.8 39.8 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 36.7 70.0 -348 34.8 C,F -90.0 700 -90.0 581/2 117 A -74.2 70.0 -55.0 70.0 -65.0 -90.0 70.0 -900 70.0 -81.8 70.0 -70.7 70.0 -66.7 68.7 61.8 -58.7 58.7 -56.9 65.9 43.4 43.4 40.8 40.9 -44.8 44.8 -41.3 41.3 - 402 40.2 -38.7 38.7 -37.6 38.1 -34.2 53.2, 34.2 -4521452 -42.8142.8 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 70.0 -75.0 70.0 70.0 68.4 80 120 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69.0 -72.9 70.0 -53.4 53.4 -42.2 42.2 39.7 39.7 -43.5 43.5 -40.4 40.4 -392 39.2 80.4 -57.3 -37.6 37.6 -38.7 36.7 -35.5 54.5 35.5 -51.8 -47.8 47.8 -43.8 43.6 -41.7 41.7 -33.7 33.7 B,E -750 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 70.0 -71.0 70.0 87.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -87.3 67.3 -63.3 _63.3 55.9 -53.0 53.0 50.0 -42.8142.8 TABLE 7. "0" & 114-12 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/ 81H6,.090,3/18"HS) ALL "O" SIZES UP TO 80° WIDE x 63° HIGH AND ALL "1/4 -12 -114 XOX" SIZES UP TO 120" WIDE x 83" HIGH -90.0 70.0 TABLE 7A. TEST REPORTS: FTL-4607, FTL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO TAPCONS OR A 114" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALUNG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 4 2 0 4 • ex the Herift freArivr • Rand -Br FK Atta 325103 RmrbbvL B ADO GLASS TYPE E 70 TABLE 6 Aem18Y: F.K Datc 7/10/03 Aexelenn 0 NO CHANGE 7HI8 SHEET Fit 623/05 Onstm Des FJC 12117102 R D CHANGE ANCHORS AND ADD 76 "11T. OPTION madman: boar 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34279 P.O.0DX 1929 NOKOMIS FL 34274 12 GT Val* Bettor ALUMINUM CASEMENT WINDOVV, IMPACT NTS axe I Oar* ft Rem PE #58201 Meahanloal COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 "x0" WIDTH "xOx" WIDTH 37 48 491/3 531/8 56 551/2 72 74 79 2/3 84 A A A A A GLAZING OPTION: A. 5/16° LAMI (1/8"A,.090,1/8°HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG -75.0 -75.0 -75.0 -75.0 -75.0 POS NEG POS NEG POS NEG POS NEG 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 NEG POS NEG POS NEG -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -71.9 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -67.7 POS -70.0 70.0 70.0 70.0 67.7 NEG -75.0 -75.0 -75.0 -72.1 -84.9 POS 70.0 70.0 70.0 70.0 64.9 NEG POS NEC POS -75.0 -75.0 -75.0 -89.5 -62.7 70.0 70.0 70.0 69.5 62.7 -75.0 -75.0 -75.0 -67.5 -60.4 70.0 70.0 70.0 67.5 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -58.2 56.2 -53.4 53.4 64 87.333 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 81.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -86.4 66.4 -58.2 58.2 -55.6 55.8 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 - 45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -70.4 70.0 -80.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -422 422 -39.7 39 7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 - 52.8 52.8 -49.9 49.9 -46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.8 38.8 TABLE 9. "X0" or "OX" & 9/3- 113 -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 (1181HS,3/8" SPACE,5/18" LAMI -W/ 1/8 "HS,.090,1/8 "HS) ALL "XO" OR °OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63° HIGH 1-75.0T-70.0 TABLE 10. "XO" or °OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/161HS) ALL "X0" OR "OX° SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 , X 1 3 O 1 3 X 0 O x r • • • • •• • •5, •••• • • •••• • • Ronan • ••• se • • • TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4808 GLAZING OPTIONS: C. 7/16" LAMI (3118 "A,.090,3 /181HS) 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 76" HIGH AND ALL "1/3 -1/3 -113 XOX" SIZES UP TO 111" WIDE x 76" HIGH -55.0 1 55.0 NOTES: a0 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 18 LIMITED TO 89.8 P.S.F. • • •. • • • •• • ••• • • • •••• • ••• • • • •i Deft 3125101 new 7110/03 Re>hM" C Clew 11'3105 ambbnc D ADD GLASS TYPE TO1'ABLE 8 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76' HEIGHT OPTION Mum 17117/02 masted sr Desk 1070 TECHNOLOGY DANE NOKONS, FL 34275 P.O. BOX 1520 NOKOMIS. FL 34274 PST V ibiy Better PRESSURES- XO, OX & 1/3- 1/3 -1/3 XOX WINDOWS TaC ALUMINUM CASEMENT WINDOW, IMPACT 0.4.740 8 * 13 mwsw 7045 -8 D Lucas A. Tumor. P.E PE 058201 Mechanical COMPARATIVE ANALYSIS TABLE GLAZING OPTIONS: 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4807, FTL -4608 A. 5/18° LAMI (1/8 "A,.090,1/8"HS) B. 5/18" LAMI (1/8948,.090,1/8 "HS) C. 7/16° LAMI (3/16 °A,.090,3 /16"HS) E. 13/18" LAM! (1/8948,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS,.0901/8°HS) F. 13/16" LAMI (118 "A,AIR SPACE, 7/18° LAMI -W/ 3/18 °A,.090,3 /16"HS) HEIGHT WIDTHS ALL 'XOX" SIZES UP TO 134" WIDE x 83° HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FOXED WIDTH AND ALL '%O° or "OX" SIZES UP TO 97" WIDE x83" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 26 36 38 3/8 43 48 50 5/8 54 57 80 63 87 72 78 MCGIIMIIIIIMI NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.264 19.125 31.014 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 -64.9 64.9 - 80.6 80.6 - 58.1 58.1 -58.1 58.1 - 53.3 53.3 -50.5 50.5 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.0 55.0 - 55.0 55.0 -55.0 55.0 86.919 2 4 38.919 A -75.0 70.0 -69.1 69.1 -83,4 63.4 - 56.5 58.5 - 50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.8 -39.2 392 - 36.9 38.9 • 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 -73.8 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 -55.0 55.0 _-- - 55.0 55.0 - 55.0 55.0 95.973 27 42.973 A -75.0 70.0 - 80.5 80.5 -57.2 57.2 - 62.1 62.1 - 552 55.2 - 52.8 52.6 -49.1 49.1 - 482 4 6 . 2 - 43.6 43.8 -41.1 41.1 70.0 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 MI -90.0 ITO -90.0 En -90.0 Ell -90.0 En -90.0 EU -90.0 MEI M „ En ErlISEE:11 ISSUEEI EIDIZEI ®' 55.0 108.649 30 48.649 A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -482 48.2 - 44.9 44.9 -42.0 42.0 - 40.1 40.1 -38.0 38.0 70.0 --- ®® B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 ® •., ,, -90.0 Ell -90.0 ITU -90.0 ,, ,, ISEETII M ,, Irail EMI MEI on EXIIIII��'EDIETI®' 115.892 32 61.892 70 0 _-- 75.0 7 0 . 0 75.0 70.0 -� 0 70.0 -75.0 70.0 75.0 00 -75.0 70.0 75.0 0 0 -�.0 70.0 -76.0 70.0 732 ® -90.0 E33 MEM :, , , , ] 1:1115111511E11 -732 iln MEE nr MInEM -55.0 En 13E1E11 iriEllrfilil 122 33.887 5 4 . 8 2 7 76.0 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 39.5 -37.5 37.5 - 35.7 36.7 -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 -75.0 70.0 -74.9 70.0 -71.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -89.4 89.4 - 64.7 64.7 -61.0 61.0 -58.4 58.4 - 55.7 55.7 -52.1 52.1 -47.7 47.7 - 44.6 44.8 123.135 34 55.135 A -75.0 70.0 - 48.8 46.8 -43.8 43.8 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 - 35.5 35.6 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 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 - 68.8 88.8 -64.1 64.1 -60.5 80.5 - 57.9 57.9 - 552 552 -51.51 61.5 -472147.2 - 44.0144.0 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.8 46.7 46.7 - 43.1 43.1 -41.8 41.6 - 402 40.2 -38.7 38.7 - 38.9 36.9 - 35.0 35.0 B -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 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 82.8 70.0 -71.3 70.0 - 67.3 67.3 - 82.5 62.5 -592 59.2 - 68.5 56.5 - 53.8 63.8 - 50.1150.1 - 45.8145.8 - 43.0143.0 130 35.898 58.209 A - 74.4 70.0 - 43.8 43.6 -41.2 41.2 -45.1 45.1 -41.6 41.5 - 40.4 40.4 - 38.9 38.9 -37.7 37.7 -38.2 36.2 - 34.3 34.3 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.8 88.8 C F - 90.0 70.0 -90,0 70.0 -910 70.0 -79.9 70.0 -89.3 69.3 .- 65.3 85.3 - 80.6 60.8 -57.8 57. -54.7 54.7 -51.9 51.9 -48.1 48.1 -43.9 43.9 -41.9 41.9 130.378 38 58.378 A -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 -37.8 37.8 - 36.1 36.1 - 34.3 34.3 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 -72.3 70.0 - 88.5 68.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.8 70.0 •69.1 89.1 -65.1 65.1 - 80.5 60.5 - 57.4 57.4 - 54.6 64.6 -51.7 51.7 - 48.0148.0 - 43.8143.8 41.8141.8 134 37 80 A -72.9 70.0 -42.2 42.2 - 38.7 39.7 - 43.5 43.6 - 40.4 40.4 -39.2 382 -37.7 37.7 - 36.7 36.7 -35.5 35.6 - 33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 47.4 67.4 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 - 87.3 87.3 - 83.3 63.3 - 59.1 59.1 -55.9 65.9 -53.0 53.0 - 50.0 50.0 - 46.3148.3 - 42.8142.8 - 40.8140.8 "XO" 8c "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX° & `?COX° UNEQUAL UTE WINDOWS TEST REPORT: FTL 35 GLAZING OPTION: D. 7/18° LAMI (3/18"HS,.090,3/18"HS) ALL 'XOX" SIZES UP TO 134" WIDE x 83° HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FOXED WIDTH AND ALL '%O° or "OX" SIZES UP TO 97" WIDE x83" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 40.0 70.0 TABLE 12A. "XO" or "OX" & °XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4808 GLAZING OPTIONS: D. 7/18° LAM! (3/18"HS,.090,3/18 "HS) G. 13/16" LAM! (1/8°A, AIR SPACE,7 /18" LAMI -W/ 3M8"HS,.090,3/18°HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 80° MAX. FIXED WIDTH AND ALL'9CO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAK VENT WIDTH AND 60" MAX. FIXED WIDTH 1- 56.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALUNG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 68.6 P.S.F. X 0 X UNEQUAL UTES X 0 UNEQUAL UTES X UNEQUAL UTES •••• • • •••• • • • • • • • •• • • • . • • • •• • ••••' ••• • • • •• Raved 9F Obi F.K. .22S03 RaveMC 8 ADD GLASS 'TYPE 70 TABLE 11 Rawl BF D"fe FJC 7/10103 Rana* F.K. *sower F.K C NO CHANGE 71.03 SHEET easios f CHANGE ANCHORS AND ADO 78- HEIGHT OPTION 12/17102 etwtmfDy. Dew 1070 TECtWOLOGYDRNE NOKOMIS, 8, 34275 P.a 89x 1629 NOKOMIS, r2 34274 V Ody Eater PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT s« +maze CA-740 Scalw NTS 3- 9 13 We Na 7045 -8 D Luoae A. Turner, P.E. PE 088201 Mechanical REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) F.K. negeaye FJC rterma% FJC OGO MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Ljn OCD O REFERENCE "XX" FRAME �./�ASSEMBLY DETAIL, SHEET 11 116 MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) GOO HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT Wow MAX. VENT j DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X ©•••• • • • • • • • • • • • ■ • • • •• • • • • •••• ••• • • • •• DOS 3126103 baler 7110103 8!23106 , 8 ADD 13/78' LG. GLAZING BEAD ITEM C Ir w"ons SHOW TOP HINGE CHO SHE NO. REF. AND ADD ITEM 88 tr sp F.K. 12117/02 er 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O.BOX1328 NOKOMIS, FL 34274 PST Visibly Setter SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 10 K 13 j 7045 -8 Lucas A Turner, P.E PE 058201 Mechenleal FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN "X" FRAME JAMB "XX° FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS TUBE, MAIL: 6063 -T6 3" APART AT MID -SPAN "X" FRAME JAMB / "O" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 --SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL .095" 440" CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 34" 2.854" .062" NOM. 1.159" 2.139" (SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A .438" 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A 3.544" .062° NOM. .062" NOM. 2.919" L2.784 " ----► FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A • • • • • •• • •••• • • •••• • • aisfokrat • • •• •• •• • • • • •• •• •••••• • + • • • •••• •••• •. • • • • •• • • • •••• ••• • • • •• Deft 3/25!03 Cleft , 7/10103 R.rhbns 8 C NO CHANGE THIS SHEET No C4.4Nc THIS SKEET Rend eF Fx RmMor. D ADD 1TE'M 89 orm eF Deft GerbdeF Fx 12/17/02 . 1070 TECHNOLOGY DRIVE NOKCMIS, FL 34275 Y.O. BOX R 342 1828 NOKOMIS. 74 I I 3 c;_11: EXTRUSIONS & ASSEMBLY DETAILS for ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better _ a CA-740 74n NTS 11 a 13 7045-8 D ('t/2y7vim Lucas A. 'fowl*, P.E. PE #88201 • Mech dcal PARTS LIST ITEM DWG # PCT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & IAMBS 2 1155 78IPQA #8 X I QUAD PH SMS 3 7008 70834A FRAME. CORNER KEY 4 7005A 1/2 °X1/2 "X1/8" CLOSED-CELL FOAM TAPE 5 7003A 78IPQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI-POINT T.00K , 10 7026 LOCK SUPPORT PLATE I I 3 /I6A& 3/16133 GLASS WITH AN.090INTRRIAYER - SOLUTIA OR DUPONT PVB as #10-24 X.562 PH. PN. TYPE F 12 7014 3 /16HS & 3/1613S GLASS WITH AN.090 IN•TERLAYER - SOLUTIA OR DUPONT PVB MULTI -LOCK KEEPER. (R.H. & L.1L) 13 1157 78X78PPSMS 08 X .875 PIL PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8- 32X375 PH. PN. TYPE B 21 7032 STUD BRACKET (LH. & R.IL) 22 78582A 08 X 518° FLT. PHL SMS 23 7033 OPERATOR TRACK& SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP #I0 X.500 PH, PHL 30 5/16° LAMINATED (1 /8A & 1/8115 GLASS) .090INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/8115 & 1/81LS GLASS) .090INTERLAYER- SOLUTTA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/1611S GLASS) .090IN'ERLAYER - SOLUTIA OR DUPONT PVB 33 7/16' LAMINATED (3/16H5 & 3/1611S GLASS) .090INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 GLAZING BEAD (7/16") 43 1224 617247 VINYL BULB WSTP (THICK) 44 SII.TCONE -DOW CORNING 899, 995 OR EQUIV. , 45 PARABOND 46 1634 61631C SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTII 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B #8X.500 SQ. PN. TFKSMS 67 7004A 67004 CASEMENT FRAME ASST. TUBE 68 712XIPPT #12X1 " PH. PHIL TEC 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE askr 9/28/03 71 _ 623100 PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 08 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, 8100 & LAMBS 81 1155 78IPQA 08 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16° LG.) 13/16" LG. GLASS (1/8'ES, AIR SPACE, 5 /16"LAMI) 5/16' LAhII= (2) LIT1S OF 1/8"HS GLASS WITH AN.090INTERLAYER - SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1/8"11S, AIR SPACE 7/16 "LAMI) 7/16" LAMI = 3 /I6A& 3/16133 GLASS WITH AN.090INTRRIAYER - SOLUTIA OR DUPONT PVB as 13/16" LG. GLASS (1/8"HS, AIR SPACE, 7/16 °LAMI) 7/16" LAMI= 3 /16HS & 3/1613S GLASS WITH AN.090 IN•TERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" .865" 0 5/16' GLAZING BEAD MATL: 6063-T6 DWG# 7036 .523" .050" .865" 07/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040° 1.000" I _t .423" ---J 1-- 50 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 993" .289 ° .040" (-- .172" .870" .050" F-15-1 f-"— .569" 0 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" .062" INSTALLATION HOLE COVER MAIL: 6063 -T6 • • • • •DWG #7007 •••••` 2.701 .093" 0 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A 8 Reitkas C Nmbas ADO 13/16'1.6. GLASS 8 GLAZING BEAD NO CHANGE THIS SHEET Daft 12/17/02 mar. ADO EQUIV. TO ITEM 44, SILICONE AND ADO ITEMS 87, 88 AND SS Doc 1070 TECHNOLOGY DRIVE NG KOMIS, F1 34275 P.O. SOX 1820 NOKOMI3. FL 34274 Visibly Better PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT s ewu"drt 04.740 tkale NTS X12 . 13 7045-8 • •• • • • • • • • • • •• • •••• ••• • • • •• Lucas A Tom, P.E. PE858201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM-1 ASEE NOTE 2 ( I ti%:: 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM fl ASEE NOTE 1 SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 rt 'TO 1111111 (11,1111 rilfl�lfll(1!I III,IIV11 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 2 • SEE NOTE 4 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1 1/4" MIN. A SEE NOTE4 OPERABLE UNIT FRAME TO CONCRETE 1/4" MAX. SHIM ASEE NOTE 1 A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEENOTEI A SEE NOTE 4 1 1/2" �-- M N. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 18 21/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. fey Data rvmals FA 329/0$ 13 ttaeday: D"¢ aa"ebnc F.K T/10/03 C Amt4).. Oa* RIM*. F.K 8/23105 D Dzatal Sr O G lmday. F,K 12117/02 NO CHANGE THIS SHEET NO CHANGE THIS SHEET REVISE NOTES AND REMOVE3/18•TAPCONS8 314 SCREWS maw 1075 TECHNOLOGY ORrVE NOKOMIS, FL 34270 P.O. 8OK 1829 macaws, 1134274 ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better CA -740 NTS 13 b 13 7045 -8 D •• • • MIAMI•DADE COUNTY . • ••• • • • ••• •• •. • • • .. .• • • • • • • • • • • • • • • .•• • • • • • . • • • • • ••• • • • • ••• • • ••• • • • • • • • • • 0„. M• IAMI -DADE COUNTY, FLORIDA • • • • • • • • • • MI�TRO -DADB FLAGLER BUILDING • BUILDING CODE COMPLIANCE OFFICE (BCCO)� • ••• • • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • • • • • . • • • • • (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA'> • • • • www•buildingcodeonline corn • PGT Industries .. ▪ • • • •• • 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1"X Heavy Wall Aluminum Tube Clipped Mullion L M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7; dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04- 0528.05 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 Jaime D. Gascon, P.E. PRODUCT CONTROL DIVISION NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 ANCHORS DETAIL "8 C" OR D" AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A MULLIONS W =W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE' FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ONN PAGES 5, 6 & 7 111) MAX OPENING = H OR H1 +112 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = HI NOTES: 1, THE 33 1/3% STRESS INCREASE HAS 2, 3, 5, 6 AND 7. ANCHORS DETAIL "B", "0 " OR "D" AT BOTH ENDS AND AT BOTTOMS w W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = N OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = 141 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT ANCHORS DETAIL "B ", C" OR D" BOTH ENDS ANCHORS DETAIL "B; G" OR "0" BOTH ENDS MULLIONS ULUON W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = N FOR ANCHORAGE TYPE. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: F7L -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSI /AF &PA NDS -200 1 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR 77-1E HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS A TO THE STRUCTURE. fo QUANTITY AND LOCA77ON, REFER H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5,6 &7 MAX OPENING .11.OR' U f +H2 MULL IAENGTH = W••• • • • • • •• • • •••• • • •••• • • •• •• •o•••• • • • • • • • • • • •• • TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS eit 4' c1Od , P.E. PE 2 Rost sr: Rena 8i. F.K. Drarat es P.J.P. /O6 575/06 NOTES 5 & 6 C-4DD TECH. REFS 4718/OO • • • • • ilpih. •••• • • •••• •• ••• • • • • • 1070 lECHNOLOGV DRIVE tiocouis, A 34275 P.O. ®OK 1520 ROOM. ii 54274 1" HEAVY WALL, ELEVATIONS 1roa ALUMINUM TUBE CLIPPED MULLION seeknAble MULLS NTS shi 7 oralving Fig. 6221 PGT 1x MULLIO MULLION CUP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION WOOD BUCK - MULL - M6 FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL A" #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLIO (SO AS NOT TO INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRETE #12 SCREW, SEE NOTE 3 GT 1x MULLION " OR 4" SEENOTES2 &3 M/N. W000 BUCK( °' P li(TYP SEE t NOTE 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 PGT 1x MULUON -- TYP CAL MULLION TO STRUCTURE WI71-I NOTES; WOOD BUCK. DETAIL "3" 1. FOR CONCRETE APPUCATTONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —OADE COUNTY APPROVED ELCO 1/4» TAPCONS OR '1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2 ". MIN. EMBEDMENT.• TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" NOTE 1- °•, 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO —CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING A OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: F7L -2902, 2903 AND 2975. [—re' MIN. 2' OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 { TYPICAL MULLION TO STRUCTURE W1TH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" 2" OR 4 "--••• #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 MASONRY ACICHOR .AMES 1 • 4fic 43 • • • • • • •• • • • •••• • • •••• 000 BUCK • TYPICAL MULLION TOTRUCTUIFE• S W!TH WOOD BUCK AND CONC.. DEUX. . • • • • • • • • • • •• • • • ■looucravewol • '71,4:1, 411"x • • •••• •••• •• TO BE USED _ONLY WITH PGT INDUSTRIES PRODUCTS s //G Robert L Clan P.E. PE PS712 Structural IN •••• ••• • • • •• • • F.F.K. 5'30/06 NOES 3 & 5 Natal er C FK 0*: /3/04 R DETAILS Dram •i P.J.P. 48/00 o: 1" HEAVY WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOK01 tL 34275 P.O. 9OX 1529 NOKOM6 FL 34274 ALUMINUM TUBE CLIPPED MULLION MULLS Stake —geese NTS 2 a 7 Drawing No. 6221 1" MULL _CLIP (CUP TO OPENING) EXTRUSION DWG 11099 Lr 1" MULL CLIP W/TABS REMOVED (CUP TO MULL) EXTRUSION DWG 11099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 1 x2x3/8 1 3/16 t x2J /4x3/8 1 15/16 x 2 .3/4 x 21/32 1 3/8 1 x 4 x 3/8 3 3/16 0 7WO (2) ANCHOR LOCATIONS ® THREE 13) ANCHOR O FOUR (4) ANCHO8 LOCATIONS gMIN. MIN. d ONE (1) ANCHOR TWO (2) ANCHOR LOCATION LOCATION LOCATIONS NOTES; 1. worm QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPUCAAON. Z 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. (2)EQ.SP.® (A-3/4)/2 iA4IN. 0 THREE (3) ANCHOR LOCATONS ® SIX (6) ANCHOR LOCATIONS IN.TYP. (4)EQ.SP.@ (A- 3/4)/4 • • • • • •. • ••. • • • •••• • • • • • • ® FIVE (5) ANCAOR • • • LOCATIONS " •••• TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS * .574)/°"4 Robert t. Cork, P.E. PE /39712 Structural 1070 TECHNOLOGY OH E' FL 54275 P.O BOX 1529 NOKOMIS. FL 54274 F.Z x• F9. Orme 87: P.J.P. `0/06 5575/06 0-NO CHO MS SHT ReWerratc -REORAW, ADD DDL&R0IE 48/00 • •••• • ••• • • • •• • 1" HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION sak,/xeeek MULLS NTS 3 of 7 orwiq No. 6221 NOTE: 4 7 x HEAVY WALL MULLS MAT'L: 6063—T6 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 • • • •• •••f•1 • • • • • • • • • • •• • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS xt L Clark, P.E. Structural r P.J.P. as /o6 SgS /06 0-NO CHO DNS SHT C-NO GHO fl SHT 428/00 • • • • • • NoSbcr • •. D-h."'w41611:5:1114114 • • • •••• • ••• • • •• ••• • • • • • •••••• • • HEAVY WALL, MULLION PROFILES 1070 1709101170Y DPW ,tom P.O. BOX 1329 NOKO1BS R 34274 ALUMINUM. TUBE CLIPPED MULLION SCOW 5turt Lraninp ,fo. MULLS 1 X 4 or 7 6221 Rot D CHART 2. - 1x2.75x.375 QTY. & TYP. ANCHOR 50 60 70 OPENING WIDTH IN INCHES 80 90 100 110 120 130 160 CUP TO (2) A OPENING (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (2) A (3) B (3) B (3) A (3) B (2) A (3) B (3) A (4) B (2) A (3) A (2) A (3) A (2) A (3) 8 (4) B (3) B (4) B (3) B (3) A (2) A (3) A (4) B (3) B (4) B CUP ULL TO (3) B (3) B (3) B 4 170 170 170 48 170 170 1, 170 50.625 161 84 60 63 66 72 86 76 5 78 84 54 54 45 90 43 43 37 98 36 36 30 1081 25 25 21 111 23 23 19 170 170 166 170 145 152 131 131 113 113 73 73 67 67 147 127 112 97 73 62 57 (3) B (3) B (3) B (3) B (3)B (3)B (3) B (3) B (3) B (3) B (3) B (3) B (3) 8 (3) B (3)B (3)13 (3)B 170 170 170 170 170 170 170 170 161 170 154 170 150 170 170. 148 170 140 170 ' 136 170 170 135 165 126 1531 121 146 131 116 116 101 107 100 100 112` 99 994 90 90 . 84 84 170 149 134 119 170 170 170 142 96 80 96 97 85 85 77 77 ' 72 73 ' 65 65 58 ' 58 54 62 54 54 49 , 49 - 45 72 68 54 ' 50 45 42 80 68 50 42 170 170 170 170 170 149 170 149 170 149 134 170 134 170 134 118 141 118 141 118 93 93 92 92 ' 92 77 77 76 76 76 65 65 64 64 63 48 48 46 46 45 40 40 38 38 37 170 170 170 170 149 170 170 134 170 141 118 141 92 92 92 76 76 76 63 63 63 45 44 4 37 36 36 57 50 50 45 45 41 45 1 40 40 : 35 T 35 ; 32 37 32 32 28 28 26 30 26 26 ' 23 ' 23 21 21 18 18 16 16 - 19 17 17 15 15 - 41 38 32 30 26 21 24 19 38 30 24 19 36 36 35 35 33 28 28 27 27 26 22 22 21 21 20 18 18 , 17 17 16 33 32 32 26 24 24 20 19 19 16 15 15 CHART 1. - 1x2x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 CLIP TO OPENING (2) A (2) A (2) B (2) B 70 80 90 100 110 120 130 180 (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) B (2) 13 (2) B (2) B (2) B (2) B (2) B (2) 13 CUP I.I.. & (1) B (1) B (1) B (1) B (1) 8 1 42 48 50.825 84 s0 83 86 72 78 78 84 90 98 155 142 129 118 115 100 94 81 67 58 58 49 50 43 38 ' 32 134 130,130 107 102 100 91 85 82 73 88 84 51 47 44 44 40 37 38 34 32 29 28 24 (1) B 130 (1)B (1) B (1) B (1) B 130 80 130 130 130 99 99 99 80 80 80 63 42 41 35 30 29 22 21 32 27 30 25 24 ' 20 24 22 20 22 20 18 17 18 - 18 17 17 16 62 62 62 41 41 41 34 ' 34 34 28 , 28 28 20 20 20 17 18 16 15 15 19 16 18 Vertical Mull Mull Length �Opening_4 Width Horizontal Mull Opening Width Mull -1 Length Multiple Mulled Units Mull Length \Opening Width • • • • • •• • • NOaS; •••• • 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. •••• • 2. DESIGN IS BASED ON OPENING 1410774. FOR MULTIPLE UM1! • • CONSIDER ONLY TWO ADJACENT UNITS A7 A TIME. SEE SMELT 1. 3. REFERENCE TEST REPORT F L -2902, 2903 AND 2975 • • • 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (7 1 /4) 011 1/4" SS4 CRETE -FLEX, EMBED. (1 , ) B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. •••• •• •••• • • •• • • s.tAle• • 1►•• • • ••• • •••• Rob.rt t. Clark. P.E. PE /38712 Structural TO BE USED ONLY WITH PGT (INDUSTRIES PRODUCTS Fl . 55x/30/06 IaIG 1105 SIIT Ft 5/8/06 0RfArKED Nwsvps 436/00 nro.m 8w P.J.P. Iola nrcte z00Y tan' NO(OIAS, n. 34275 P.O BOX 1529 woos. fL 34274 • •• •• • •••• • • ••• • • • • • • 1 " HEAVY WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION SaireAredsk Scaly Shoot Rao*" No. MULLS NTS 5 ar 7 6221 CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR CUP TO OPENING CUP TO MULL 42 48 50.625 166 54 152 60 133 83 125 66 118 72106 76 91 78 84 84 67 90 54 96 44 108 31 111 29 _Z A (3) (2) B 170 170 60 OPENING WIDTH IN INCHES 70 80 (2) A (4) B (4) B (3)B (2) B (2) B 170 170 170 160 170 170 152 143 135 108 148 135 117 110 103 (2) A (4) B (2) B (3) B (2) A (4) B (3) B 90 100 110 120 130 160 (3) B (2) B (2) B (2) B (2) B (2) B (2) A (4) B (2) B 170 158 143 128 170 170 169 155 134 126 118 170 148 136 124 106 99 92 91 77 84 71 67 57 54 46 44 38 31 26 29 24 92 93 81 170 169 156 142 122 114 107 81 170 141 129 116 99 92 86 73 170 161 148 133 113 105 97 170 138 125 112 (3)B (2) A (4) B (3) B (2) A (4) B (3) (2) A (4) B (3) B (2) A (4) B (3) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) A (4) B (2) B 170 170 170 170 170 170 170 170 170 137 157 137 157 137 157 137 157 137 123 141 123 141 123 141 123 141 123 109 125 108 124 108 124 108 124 94 107 90 103 88 101 88 100 88 100 108 88 73 87 81 67 99 90 83 81 93 91 91 80 77 85 75 82 73 80 73 73 170 157 141 124 100 91 79 67 77 71 57 46 38 26 24 6s 63 50 40 33 23 21 68 63 50 40 33 23 21 61 56 44 36 29 20 18 61 56 44 36 29 20 56 56 60 60 49 49 58 58 56 56 56 56 47 47 46 48 45 51 51 48 48 45 45 43 43 42 42 40 40 32 26 40 32 26 37 37 35 35 33 33 32 30 30 30 28 28 26 26 25 25 23 18 18 17 18 17 24 24 23 23 21 21 17 17 15 15 - - 20 18 45 40 30 23 . • 181 • • 15 15 Vertical Mull I,"0pening� Width Length 1 Horizontal Mull Opening Mull Length Multiple Mulled Units Mutt Length \Opening Width • - • .NOTES: 4••• 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. •••• • 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UPNfr • : CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE 9NEEf el . 3. REFERENCE .TEST REPORT FTL -2902, 2903 AND 2975 • • • 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4, OR • • 1/4" SS4 CRETE —FLEX, EMBED. (1 3,74" • • 8. 112 SCREWS '• • 5. SEE ANCHOR SPACING DETAILS SHEET .3. •••• • • • • • .r�e • ra.ritrigkeriMies • ,_, - 1 01 z:4,4Jj. •••• . • • •••• TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS $010/SC 'tetrad 1.. park. P.E. PE #39712 Structural U ES /O6 Raistartia 1 c INS Siff 55/06 R 1. D REVISIONS 48/00 •.-.• ••• • • • •• • . • ••••a • • • • • • 1" HEAVY WALL, PRESSURE CHART 3 1070 7E7640L0GY DR1 N(1(aHS. P1. 34275 P.O. BOX 1529 1401(0015 Ft. 34274 1 ALUMINUM TUBE CLIPPED MULLION MULLS scalw NTS Shad: 6 of 7 LnawMg No. 6221 JCHART 4. - lx4x.375 QTY. & TYP. ANCHOR CUP TO OPENING OPENING WIDTH IN INCHES 50 J 60 70 - 80 90 1 100 110 120 .130 160 (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A );A ; (2).A (3) A (4) 8 , (6) 8 (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B • (6)13 (4) B (6) 8 CUP TO MULL® (5) 8 (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B { )$. (5) 8 ; (5)-B (5) B 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 48 170 170 170 170 170 170 170 170 50.625 170 170 170 170 170 170 170 170 54 170 170 170 170 ; 170 170 169 170 60 170 170 170 170 154 170 143 170 170 170 159 170 144 170 133 170 66 170 170 150 170 135 170 125 170 72 154 170 134 170 120 165 110 148 76 144 170 125 160 112 140 102 126 170 170 162 136 126 117 103 95 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 158 170 157 , 170 157 170 157 170 157 170 170 131 170 128 170 127 170 127 170 127 170 170 121 170 117 169 116 186 116 165 116 165 166 112 156 ' 108 150 106 145 105 144 105 144 136 98 127 94 120 91 115 89 112 88 111 116 90 108 86 102 83 98 81 95 79 93 1 78 140 170 121 148 108 129 99 116 92 106 87 99 83 93 80 89 78 87 76 84 84 128 138 111 117 98 102 90 92 83 83 77 77 73 73 69 69 66 66 62 62 90. 112 112 95 95 82 82 74 74 67 67 62 62 58 58 54 54 52 52 48 48 M 96 92 92 78 78 67 67 60 60 54 54 50 50 47 47 44 44 42 42 38 38 108 64 64 54 54 47 47 42 42 37 37 34 34 32 32 30 30 28 28 25 25 111 59 59 50 50 43 43 38 38 34 34 31 31 f 29 29 27 27 26 28 23 23 144 27 19 19 17 17 15 15 Vertical Mull Width �MuN Length 1 Horizontal Mull Width Mull --I Length Multiple Mulled Units Mud Length \Orer+1►+9 Width • • • • • •• • • NOTES; •••• 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. • • 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE ti iflak • • CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE aitE161. 3. REFERENCE TEST REPORT F7L-2902, 2903 AND 2975 • • • 4. ANCHOR TYPES: A. ELCO 1/4° TAPCONS, EMBED. (1 1/4) OR 1/4" SS4 CRETE - -FLEX, EMBED. (1 . /4' ' • B. #12 SCREWS '• • 5. SEE ANCHOR SPACING DETAILS SHEET 3. •••• • • •••• • • • • • •••• TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Reigenec o-Ma CHG INS SNr -NAMED noieonn REVISIONS Oaaipbkee 1" HEAVY WALL, PRESSURE CHART 4 cbrs<, P.E. ME /54712 Structural 1070 7ECH14ZOGY AWE NOKOWA 171. 34275 11.0. 90X 1529 NCkCOMfa, FL 34274 • • •••• ••• • • • •• • • • 9 ALUMINUM TUBE CLIPPED MULLION Serkelleatak MULLS NTS� 7 7 6221 • • •• •• • • • • • • • • • • • • • •• • • • • • • • • • • ••• •• • • • • • •• • • • • • • •• •• • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • • • • .. • NOTICE OF ACCEPTANCE ii4Okt PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: ••• • • • • • ' ' • MIAMI-DADE COUNTY, FLORIDA • • METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 ••• •. • • • • (305) 375 -2901 FAX (305) 375 -2908 • • • • • ••• •• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by POT Industries, dated 2/16/98, with revisions 12/29/03 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING. Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for salts, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 'any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02-0305.02 and, consists of this page 1 and evidence page E-1 and E-2, as well as approval • document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03-0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 Page 1 NOTES: LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: A. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 1/5" ANNEALED GLASS. 8. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF ®DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8° HEAT STRENGTHENED GLASS. C. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" NR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PV8 LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (1) UTE OF 1/8" ANNEALED GLASS AND (1) UTE OF HEAT STRENGTHENED GLASS. D. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8° AIR SPACE AND 5 /16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 P18 LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 1/8' HEAT • • STRENGTHENED GLASS. 2.•:C00416I6URATIONS:sXO •1 OX 3. 1111412111, PRESSUFtelaTINC SEE TABLES 1 -3 ON SHEET 2 • • •••• • • • • • • • •••• •• •• • • • • • 58 1/4" �• • 'bRUCHT OPENING 63° MAX HEIGHT 6' MAX. I • • • • 74" MAX WIDTH • 30 5/8" MAX 33 5/8' MAX F• •LIb'INGr T DAYLIGHT •4.7ENING OPENING • ••'I { I _ • •9 •• • 0 ALUMAX AF- 532.377 2 5 ( GLASS / X 3 5/16' (.350) LAMINATED USING (2) UTES 1/8 HEAT STR�ENGGTHENED GLASS 4 ANTI -UFT CHANNEL (Alum. 6063 -T5) (612244 1 (0 midspan of vent) 8° MAX -"'k. — ' MA MAX 4' MAX 1TE DESCRIPTION V.T. # QTY. /LOCATION VENDOR VENDOR 1 2 3 4 5 6 7 8 9 10 FLANGE FRAME JAMB (Alum, 6063 -TS FIXED MEETING RAIL (Alum. 6063HS -T54 SASH MEETING RAt Alum. 6063HS -T54 SASH SIDE RAIL (Alum. 6063 -T5) GLAZING BEAD 'Alum 6063 -T5) WINDLOAD ADAPTER t5 7/8" RIGID PV ) FLANGE FRAME HEAD JAlum. 6063 -T5 FLANGE FRAME SILL Alum. 6063 -T5 FRAME SILL ADAPTER (Alum 6063 -T55 SASH TOP /BOT. RAIL (Alum 6063- TS iiiii) 512225 4054A 6220 1 6534571 1207 612237 512238 612239 612240 2 1 8 ALUMAX INDALEX INDALEX ALUMAX ALUMAX AF -12225 64054A 1 (O midspon of frame sill) 1 ALUMAX 1 ALUMAX ALUMAX 64006C AF -12230 AF- 534571 6WCUP AF -12237 AF -12238 AF -12239 11 SCREEN RETAINER (Alum. 6063 -T(5 16532377 11 ALUMAX AF- 532.377 2 5 ( GLASS 3 5/16' (.350) LAMINATED USING (2) UTES 1/8 HEAT STR�ENGGTHENED GLASS 4 ANTI -UFT CHANNEL (Alum. 6063 -T5) (612244 1 (0 midspan of vent) ALUMAX AF -12244 .7 1U x 1.UW N1. rl. SMS 710X1 4 Winaload Adapter screws) 6 #6 x 1.000 PH. PAN SMS 76X1PPA 2 for anti -lift channel 7 WEATHERSTRIP, MIN WALL BULB VINYL 6TP247 8 1 per Glazing Bead 18 #8 x .500 PHIL. Fl SMS 7856A 2 Sweep Latch screws 4 when using 2 Sweep Latches) 19 #8 x 1.000 PHIL. P.H. SMS 781PQA 22 (Frame/Vent assv. screws) 20 SWEEP LATCH 71096 1 (t {11.5" from ends -vent mtg. rail) 2 if height is >= 42"" 21 WEEP HOUSING 70250 3 1 Omidspan /2 1/4 from ends) 22 WEEP FLAP 70251 MERCHANTS FASTENER TEAM PLASTICS TP -247 MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING PGT.214.XX MASTER TOOL 3 (1 Ornidspan /2 1/4° from ends) MASTER TOOL 7 -M10 -250 23 ROLLER HOUSING 24 BRASS WHEELS 25 WSTP, .270 x .170 BACK. FIN SEAL. 26 SIUCON 62899 © 27 WEATHERSTRIP. BULB VINYL 6TP249 29 13/16' LG.. 1 '8' HEA_ T STRENGTHENED GLASS. 30 GLAZING BEAD ∎ 1.3/18' I.G. 6063 -T5 4067 31 WSTP, .187 x .230 BACK, FIN SEAL 1060 32 13/16" I.G., 1/8" HEAT STRENGTHENED GLASS, 7BRWH 2 0 ea. end of vent tap rail) MASTER TOOL L2 4 2 per Roller Housing) VINYL- TECH /P.G.T. 2 event top /bot rails & mta. rail) SCHLEGEL OR EQUIV. DOW CORNING 1 .10 vent iamb rail) TEAM PLASTICS 3/8 SPACE, 5/16' LAMI (1/8" A .090. 1/8" HS) 8 INDALEX 1 0 MEETING RAIL SCHLEGEL OR EQUIV. 3/8" SPACE. 5/16° LAMI (1/8" HS, .D90, 1/8° HS) 61062W 7 -6410 -251 70312 F57826 -787 899 OR 995 TP -249 64067 61060G 57" MAX VENT DAYUGHT OPENING 6" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 5. HEAD & SILL: iarNM Tesytpp MAX. 6" FROM CORNERS. ■iit"rlbl4gr MAX 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERUNE. Amlio, MAX 15" SPACNG. .LIB[ EL MAX :" FROM :ORNERS. MAX 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUIItNS REQ'D. 6. REF. TEST REPORTS: FTL -1969 & FTL -3740 0-1 I lie 10 Rabat L. Qs*. P.E. PE 1 SAW or F.K. Rosa 9r: F.K. fined Sys Prod Br 12/29/03 7 23/03 4/4/03 9/ /02 C- ROIOYE 98129 GLASS 1 985 10 fifY 26 E -223,6 ADD 129 -132 RASFSED NOTE 1 Baas ere D.B. 2/16/98 OX ELEVATION & B.O.M. (LG. MISSILE) 1070 TECHNOLOGY ORNE NOKOMIS. P1. 34275 P.O. SOX 1529 NOKOMIS. PL 34274 ALUMINUM HORIZONTAL SLIDING WINDOW +1Maa.4 soak State Ott* 9 . Rye Hs -710 NTS 1 a 6 4112 G COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A & C FTL -1969 & FTL -3740 A. 5/16" LAMINATED (1/8" ANNEALED, .090 PVB, 1/8" ANNEALED) C. 13/18" LAMI I.G. - 1/8"HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (118 "HEAT STRENGHTENED, .090 PVB, 1/8 "ANNEALED) WINDOW WIDTHS WINDOW HEIGHTS 26.000 38.375 44.000 50.625 59.000 60.000 61.000 62.000 63.000 28.500 66.7 -75.0 68.7 -75.0 66.7 -75.0 86.7 - 75.0 86.7 -75.0 66.7 -75.0 66.7 - 75.0 66.7 - 75.0 66.7 -75.0 37.000 66.7 - 75.0 66.7 -75.0 68.7 -75.0 66.7 - 75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 44.000 53.125 60:000 63.000 66.7 66.7 66.7 66.7 70.000 7� 66.7 68.7 66.7 -75.0 -75.0 -75.0 -75.0 66.7 66.7 66.7 66.7 -75.0 -75.0 -73.5 -69.4 66.7 66.7 62.0 58.9 -75.0 -73.1 -62.0 58.9 66.7 61.6 54.8 51.7 -75.0 -61.6 -54.8 -51.7 66.7 56.0 48.0 43.0 -75.0 -56.0 -46.0 -43.0 66.7 55.0 45.1 42.2 -75.0 -55.0 -45.1 -42.2 68.7 542 44.3 41.3 -75.0 -54.2 -44.3 -41.3 66.7 53.4 43.7 40.5 -74.0 -53.4 -43.7 -40.5 66.7 52.7 43.2 40.0 -74.0 -52.7 -43.2 -40.0 - 75.0 65.5 - 65.5 56.6 -58.6 49.0 -49.0 41.2 -41.2 40.4 - 40.4 39.5 - 39.5 38.7 -38.7 37.9 -37.9 -75.0 60.8 -60.8 53.7 - 53.7 48.3 - 46.3 39.1 - 39.1 38.3 -38.3 37.4 -37.4 36.8 -36.8 36.1 -36.1 - 75.0 58.2 -58.2 51.3 - 51.3 44.2 - 44.2 37.4 -37.4 36.8 - 36.8 38.1 - 36.1 35.5 - 35.6 34.8 -34.8 COMMFIATIVE I tLY$IS TABLE 2. GLASS TYPES B & D B. 60X VMINAT•ED (1/$" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) D. 13/16" LAMI I.Q. �1/$?HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1 /8"HEAT STRENGTHENED, .090 PVB, 1/8 "HEAT STRENGTHENED) FTL -1969 & FTL -3740 WINDOW _t mum • 26000• 4.m_ 66.7 .-7§,0 WINDOW HEIGHTS 38.375 44.000 50.625 59.000 60.000 61.000 62.000 63.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 65.7 -75.0 86.7 - 75.0 66.7 -75.0 66.7 -75.0 66.7 • -75.0 3!.080 • 66.7 4 .-7§,p• 44.OQ0 66.7 , _-7 p • 66.7 • f §Q 68.E • • 66.7 -7 _0 66.7 - 75.0 66.7 f - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 -75.0 63400 , 68.7 • 45.0! 56.7 -75.0 ' 66.7 - 75.0 65.7 - 75.0 66.7 - 75.0 66.7 - 75.0 66.7 -75.0 68:000 •66.7 -75.0 7 70.000 66.7 -75.0 66.7 53.125 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 -75.0 66.7 66.7 66.7 68.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75:0 66.7 66.7 66.7 66.7 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 - 75.0 66.7 - 75.0 66.7 -75.0 -75.0 -75.0 -75.0 -74.9 66.7 -75.0 66.7 -75.0 86.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 66.7 -75.0 66.7 rii=ill •blberde -75.0 Milo -75.0 66.7 -73.5 66.7 -72.3 74.000 66.7 - 75.0 66.7 -75.0 66.7 -75.0 68.7 -75.0 66.7 - 74.8 66.7 -73.5 66.7 -722 86.7 - 70.9 66.7 -69.6 NOTES; A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPUCABLE IN MIAMI -DADE COUNTY. Komi ay: F.K 2 29/03 F.K. F. w 661 k, P.E. PE 038712 •5uauml 1070 TECHNOLOGY ORME NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 5- .. 7 23/03 44/03 96/02 liettskaron FF UPOATE TABLES NotNona F-CORRECT &IB!£ J ear INNIskeva E 13 /1C MCA TABLES Draw B 2/76/98 GLASS TYPE COMPARATIVE ANALYSIS 550 ALUMINUM HORIZONTAL SLIDING WINDOW Ardemikda HS -710 NTS &wort 2 of Drawing Nu. 4112 0 5/16" LAMINATED -.- 13/16 NOM. 1/8" HEAT STRENGTHENED GLASS —~ .090 SAFLEX KEEP /SAFE MAXIMUM © OR DUPONT PVB INTER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/8' AIR SPACE • • 1/8' HEAT • • • • • • STRENG HENSD•-' i • GLASS • •••• • • • •••• • • • • • • • . &9 0R®2 • • •••• •• • • • • • • • • .• •• • • • • • • • • •••Oy1S • • • • GLAZING DETAILS: 13/16" (.825) I.G REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 OUTSIDE O 2 1/8" ANNEALED GLASS .090 INNER. LAYER (DUPONT W /BUTACITE OR SAFLOC /KEEPSAFE MAXIMUM) --1/8" ANNEALED GLASS L1J6 a 1 /2' � �� E OUTSIDE , GLASS © F' t, INSIDE r) STRENGTHENED -� GLASS 1/8' HEAT STRENGTHENED GLASS .090 INNER LAYER SAFLEEX/KKEEEPS�AFEE MAXIMUM) rersaucrannat GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS .�«.�I•I...>I�m. Asevarr F.F.K 12.29/03 9.660£ MI 28 9ASS IWFE F.K. 77723/03 F-9131 17 SCALE Ravi 4/03 E � 13/16` 1.C. F.K. p 6/02 Milf GLASS TYPE D.B. 2/76/98 SECTIONS & GLAZING DETAILS Ulm 1070 FL 342� 75 ALUMINUM HORIZONTAL SLIDING WINDOW P.O. BOX 1529 NOKOMIS. FL 34274 s••. Se** Na HS -710 NTS 3 ' 6 4112 G • • • • • •• • • • • • • • • • •• • • • ••• •••• • • •••• •••• • • •••• EAttatM. • • • • • • •••• • e 2.710 ROUGH OPENING • MAX.* MED UTS D*YUGHT• i PEN!NG • • • MAX, •• ••• HEIGHT - • • • •• • •• • ROUGH OPENING^ 2.784 MAX. VENT DAYUGHT OPENING ROUGH OPENING VERTICAL SECTION MAX. WIDTH EXTERIOR HORIZONTAL SECTION 2.784 N. ROUGH OPENING x-.800 titobuCT woo migimp:AVS4 Rood OA 12/29/03 041EVX 0128 MSS THE Rood F.K 7 23/03 F-M Q INN $IT Rood f*: 4 4/03 E—A00 129 -132 • YF C 9 8/02 f GLASS TYPE 0• .8 2/18/98 SECTIONS & GLAZING DETAILS 1070 TEC04010GY DRYE NOKOMIS, FL 34273 P.O. BOX 1328 NOKOMIS. FL 34274 ALUMINUM HORIZONTAL SLIDING WINDOW Spdu/Mo*k Scar Post Oro.dnp Ns Rw: HS -710 NTS 4 a 6 4 112 G APPROVED WOOD BU (SEE NOTE 4.) •" s ©3/16" TAPCON (SEE NOTE 1) 1/4" MAX. J SHIM ;'. TYPICAL HEAD' SECTION • "' SUBSTRA•t•ANCHORING •••• • • •••• • • • • • • 0••• •• •• • • • • ••• • •• •• •••• • • • • • • sr •••• • ( 3/16" (SEE NOTE•1 • • • •••• • • •••• • •• 1/4" IMAX. • 1 1/4" MIN. TYPICAL SILL SECTION SUBSTRATE ANCHORING TYPICAL HEAD SECTIO WOOD ANCHORING #12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORING NOTES; 1. USE ONLY MIAMI —OADE COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT: FTL-1969 do FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. 1/4" MAX. SHIM —1 h\3/16" TAPCON (SEE NOTE 1) 1/4" MAX. SHIM 1 ,1/4" MIN. r APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORING 1 1/4" MIN. 1/4" MAX. SHIM #12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING 1 1/4" MIN. *ad * Weer Nevh(oer F.K. P-OCWw ttJ11xa1 R,F.K //Y1 CX ' frr Robert t. Omit P.E. PE •313712 Shydatral T IND SUES x..FK Wean Bo O.B. 12 29/03 7 23/03 4 4/03 FRO 3/16 ;Ma E N0 CHC HOS SHT 96/o2 M6/98 1116 NOTES 3 & 4 2/76/98 ANCHORAGE 1070 TEQI 0R N0X0M S, 11_ . 34 M216 ALUMINUM HORIZONTAL SLIDING WINDOW P.O. 8011 1529 $w .. 56** She'* Droving Na R.' G• �+ 115 —�10 NTS 5 6 4112 G • • • • • •' • • • • • • • • • —►{ 1+— .705 .062 2.784 L —;i k-- .737 0 FLANGE FRAME JAMB 6063 -T5 ALUM. •. • • 0 ••• • •• • • • 0000 • • •...'1.057 • •••• .050. • •••• • .678 of •,„ •••• • • • 6' 5/16' C.4.44AG BEAD 60•6••••3 -T5 • ALUM. • • • • • •• • • • ..e• • • ® FRAME SILL ADAPTER 6063 -T5 ALUM. 0 FIXED MEETING RAIL 6063HS -T54 ALUM. .062 - .723 .688 - T ® WIND LOAD ADAPTER 6063 -T5 ALUM. 1.349 10 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 Q SASH MEETING RAIL 606311S -T54 ALUM. .062 1.373 1.273 0 FLANGE FRAME HEAD 6063-T5 ALUM. I r i I 1.097 683 1—.0-5a ID 13/16° GLAZING BEAD 6063 -T5 ALUM. .062 1.349 �+ 1.291 1.970 - �- ® SASH SIDE RAIL 6063 -T5 ALUM. .062 — +-9-�- 4 2.094 1.122 L-- r__ -'� 1-h+ 2.710 ® FLANGE FRAME SILL 6063 -T5 ALUM. raoncr>:s Zmirezikiteividot Ammon F.K. 9/6/02 D-NO CHG THIS SHT Dram K l% 2/01 INDU EXTRUSION PROFILES 1070 31� 2755 ALUMINUM HORIZONTAL SLIDING WINDOW P.O. BOX 1529 N KCOMIS, F1. 34274 iS -0 X HS-71 NTS 6 6 4112 G R • • ••• • • • ••• • • • • • •• •• • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • ••• • • • •• • • • • • • • MIAMIO ,4DE • • • • • • • • • • • • • • • • • • • • MIAMI -DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) METRO-DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION • • • • • • • • • • • 140 40 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 • • • • (305) 375 -2901 FAX (305) 375 -2908 • NOTICE OF ACCEPTANCE (NtiA3 ; • '•' • • PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A11.1 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 42594, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2. as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 • • • • • ••• • • • ••• •• • •• • • • • • ••• •� • •. • NOTES: LARGE MISSILE WINDOWS 1 GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEA i STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 O1IMIDE MIAMI -DADE COUNTY). ..; C. D•SIGINPRESSORMNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. •.3. FLAPfi�F.Q IJNITANNHORP‘GE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD 8 SILL: MAN 3.14" FROM CORNERS 11 "O.C. • JAMBS • • t�SA MX. .8.1/2" FROM CORNERS ••• --.�•• • • MAX 1lRb.C. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 •e tDESIG'I rialktSSURE.L9 41'LD TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. 4. INTEGRAL FIN UNIT•AN €MORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) • • • HEAD & SILK.: AT.fiif CORNER • • MAX. Q.C. ,.. JAMB$ .. A •FACHrORNER • • •• •• • MAX. 5" Q.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 8 12" FROM CORNERS MAX. 11 "O.C. JAMBS: ®'MAX. 8 112" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 Rekuons Rend er bete: erne Br F.K. Dale: 12/15/03 Itevisions: A REDUCE ANCHOR SPACING Dawn Br: F.K. ONe: 7/14/03 Checked Br: ma• 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX 1529 NOKOMIS, FL 34274 PT DesaiAorr NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better snmee" Pw•701 Scales NTS a 10 Dan 4259 -4 we: A /2/16/° Roberti.. Clark, P.E. PE 939712 Soucbaal • 3/16" ANNEALED OR HEAT - STRENGTHENED GLASS • • • •.•••• • • • • • • 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS ••• • •••• •• •• • OUtSrD6 • • • OR 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 11/16" NOM GLASS BITE 1 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE OR OR 11/16" NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) Render Dab: ewer: F.K. Drown Br F.K. Dam: 12/15/03 Dote: 7/14/03 A CeseasAer- NO CHANGE THIS SHEET Dale: 1070 T97?WOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT GLAZING DETAILS JAW ALUMINUM PICTURE WINDOW, IMPACT Visibly Better PW-701 NTS 2 a 10 Daring 4259 -4 Robert L Clark, P.E. PE 539712 Structural • • • •• HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. •• • •• • • • •.••• •• •• •••• • • smx.,s1ZE =9; • • • 6. OR MAX. AREA = 24.47 SQ. FT. • • •• ••• • • •• ••• • • FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. 48" MAX. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. 92 1/4" MAX. DLO ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. 1 44 1/4" MAX. DLO ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. lleha4R.'(4 *9.41 •4121t, :!!i7•b`A•l • Dale: Dr Dent Or F.K dawns, F.K. Dab: 12/15/03 Dare: 7/14/03 Awakes A Checked tit NO CHANGE THIS SHEET Dare: 1070 TECHNOLOGY DRIVE NOKOMIS, FI. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 fl T FLANGED ELEVATIONS Ter ALUMINUM PICTURE WINDOW, IMPACT Visibly Better S.aarodet PW-701 Sae NTS Sneee 3 a 10 Ooee" 4259 -4 Robert L Clark, P.E. PE 539712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60° DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. • •••• • ••• • •• • •••• •• •• FAN ••••• Aux. sa". ii' •••: OR MA)c AREA = 2: i4: :Q. FT. •••• • • • HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW OCTAGON MAX. SIZE =60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. QUARTER CIRCLE MAX. SIZE = 68° X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE =96 "X47° OR MAX. AREA = 31.99 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. RECTANGLE MAX. SIZE = 48' X 96" OR MAX. AREA = 32.00 SQ. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Approved ryas 0 IL, 0- ae 0x51t01c11a • Render are: Revision.: Render Die: Ravadar F.K. Deb: 12/15/03 Rev4d°". A NO CHANGE THIS SHEET Oran, Br Dab: checked Br Ode: F.K. 7/14/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS. FL 34274 P T Visibly Better s" "'" PW.701 INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT soda: NTS Rine 4 10 Dm.. No 4259 -4 Robert L. Clark, P.E. PE 739712 Structural COMPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3 /16HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3 /16 "HS, .090, 3 /16HS) C. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G. 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW WIDTH FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW HEIGHT 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A &C B &D AREA SQ.FT. 54.500 A &C 80.0 I -80.0 80.0 I -80.0 9.698 80.0 I -80.0 80.0 -80.0 80.0 L -80.0 80.0 I -80.0 80.0 -80.0 80.0 -80.0 80.0 I -80.0 80.0 -80.0 80.0 I -80.0 80.0 -80.0 11.569 13.441 15.313 15.823 16.333 B &D 80.0 I -80.0 80.0 I -80.0 AREA SQ.FT. 10.786 80.0 -80.0 80.0 -80.0 12. 68 80.0 I -80.0 80.0 I -80.0 14.950 76.7 -76.7 80.0 -80.0 17.031 74.0 -75.2 80.0 -80.0 17.599 74.0 I -74.0 80.0 -80.0 18.167 60.000 A &C B &D AREASQ.FT. • • MC •s .0.500* • • • kap 80.0 I -80.0 80.0 -80.0 11.875 80.0 I -80.0 80.0 -80.0 74.0 I -74.0 80.0 -80.0 69.9 I -69.9 80.0 -80.0 67.2 I -68.6 80.0 -80.0 67.2 I -67.2 80.0 -80.0 14.167 16.458 18.750 19.375 20.000 • -t--. ARCASQ.TT. • •• • - •• • • • 71.000 • A &C O.Q. -80.0 '817.0 : -80.0 . 12„964 80.0 I -80.0 80.0 -80.0 68.5 I -68.5 80.0 I -80.0 63.5 I -63.5 80.0 -80.0 61.3 I -62.3 80.0 -80.0 61.3 I -61.3 80.0 -80.0 15.465 17.967 $do.: -80.0 79.4 -79.4 63.7 -63.7 20.469 57.9 -57.9 21.151 56.1 -57.1 21.833 56.1 -56.1 ARJh € 7FT. 7.6.500; fftiC B &D 80+0.• -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 ;••4.052 16.764 19.476 22.188 22.927 23.667 • AREA SQ.FT. •80! 0.1 -80.0 80.€10 8V.• -80.0 ••45!141 76.8 I -76.8 80.0 -80.0 59.7 -59.7 80.0 -80.0 52.8 I -52.8 80.0 -80.0 51.9 I -52.1 80.0 -80.0 51.9 I -51.9 80.0 -80.0 18.063 20.984 23.906 24.703 25.500 82.000- ••A�`C B &D ARFJ OFT. 87.500 T B&D "Q &C AREA SQ.FT. 93.000 A &C 800` • -80.0 8QO•. -80.0 16•229 80.0 80.0 74.1 -74.1 56.5 -56.5 48.3 -48.3 47.6 -48.0 47.6 -47.6 80.0 -80.0 ' 19.361 80.0 -80.0 22.493 80.0 -80.0 25.625 80.0 - 80.0 26.479 80.0 -80.0 27.333 -80.0 70.7 -70.7 -80.0 80.0 -80.0 53.6 I -53.6 80.0 -80.0 43.6 -43.6 43.4 -43.2 43.4 -43.4 80.0 -80.0 80.0 -80.0 80.0 -80.0 17.318 20.660 24.002 27.344 28.255 29.167 80.0 - 80.0 69.1 - 69.1 51.4 -51.4 42.5 -42.5 40.7 -41.0 40.7 -40.7 B &D 80.0 - 80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 79.4 -79.4 AREA SQ.FT. 96.000 A &C 18.406 21.958 25.510 29.063 30.031 31.000 80.0 -80.0 68.8 - 68.8 50.4 -50.4 41.6 -41.6 39.4 -40.1 39.4 -39.4 B &D 80.0 - 80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 - 80.0 76.6 -76.6 AREA SQ.FT. 19.000 22.667 26.333 30.000 31.000 32.000 NOTES: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4e TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/ -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RFoTANGUI AR SIZE IN TABLF 1. WHICH THEIR OVFRALL WIDTH ONS COMP! RELY FIT WITHIN Render Deer. aY b�q: dtaadar F.K. OWb: 12/15103 Re.tk r A CHANGE NOTE 7 ANCHORING WITH #12 SCREWS Aawn BY• Dale: Q,eavd ar• L79 F.K. 7/14/03 A. D HEIGHT DIMFNS 1070 rECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS. FL 34279 P T FLANGED UNIT DESIGN PRESSURES I . •y6rezfraY ALUMINUM PICTURE WNDOW, IMPACT Visibly Better se.eurm. PW-701 asa: anr am, "- NTS 5 m 10 4259 -4 41: Robert L. Clark, P.E. PE #38712 Structural COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS GLASS TYPE: B. 7/16" LAMINATED GLASS C. 1 1/16" LAMI I.G., 3 /16HS, D. 1 1/16" LAMI I.G., 3 /16HS, WINDOW WIDTH (3/16 "A, .090, 3/16HS) (3 /16 "HS, .090, 3 /16HS) 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) 7/16" SPACE, 7116" LAMI (3 /16HS, .090, 3/16" HS) WINDOW HEIGHT FTL -3835 FTL -3835 FTL -3850 FTL -3850 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A &C B &D 80.0 I -80.0 80.0 I -80.0 80.0 -80.0 80.0 I -80.0 80.0 -80.0 80.0 -80.0 80.0 I -80.0 80.0 -80.0 79.4 I -80.0 80.0 I -80.0 79.4 I -79.4 80.0 -80.0 AREA SQ.FT. 9.698 11.569 13.441 54.500 A &C B &D 80.0 . -80.0 80.0 I -80.0 80.0 I -80.0 80.0. J -80.0 78.9 -78.9 15.313 15.823 74.3 -74.3 80.0 -80.0 80.0 -80.0 71.9 I -73.1 80.0 I -80.0 16.333 71.9 I -71.9 80.0 I -80.0 AREA SQ.FT. 10.786 12.868 14.950 17.031 17.599 18.167 60.000 A &C B &D 80.0 -80.0 I 80.0 -80.0 80.0 j -80.0 80.0 l -80.0 72.2 -72.2 80.0 -80.0 67.8 I -67.8 80.0 -80.0 65.0 I -66.4 80.0 -80.0 65.0 I -65.0 80.0 -80.0 AREA SQ.FT. 11.875 • 61.500 • &D • ▪ ,... • AR •SQFT. • .' 71.000 • A &C .. ∎... .FAD • .• • •• • 80.0 -80.0 80!a'. -80.0 14.167 78.9 16.458 18.750 19.375 20.000 -78.9 80.0 -80.0 T 1.2.964 pRQ.1 -80.0 8q,0. -80.0 15.465 65.5 I -65.5 80.0 -80.0 17.967 61.7 -61.7 59.6 -60.7 59.6 -59.6 , 80.0 -80.0 80.0 -80.0 20.469 21.151 80.0 -80.0 21.833 75.3 I -75.3 80.0 -80.0 61.1 -61.1 80.0 -80.0 •56.4 I -56.4 80.0 -80.0 54.6 I -55.5 80.0 I -80.0 54.6 I -54.6 80.0 I -80.0 6... ARC .$Q JT. • •7$.500: • • • A,&C 8110. -80.0 $49 :••114 52 •BAD • : AREA SQ.F7: • -80.0 16.764 19.476 72.6 I -72.6 80.0 -80.0 57.1 -57.1 80.0 -80.0 22.188 22.927 23.667 51.5 1 -51.5 80.0 -80.0 51.0 I -51.3 80.0 -80.0 51.0 I -51.0 80.0 -80.0 ...95.141 18.063 20.984 23.906 24.703 25.500 .. "6812 n .000•;• B &D • 0•• -80.0 69.4 -69.4 53.8 -53.8 47.2 -47.2 46.6 -46.9 46.6 -46.6 • • 1... AREA' SL. FT. :80, 0• - -80.0 • 16,229 80.0 -80.0 19.361 80.0 -80.0 22.493 80.0 -80.0 25.625 80.0 -80.0 26.479 80.0 -80.0 27.333 87.500 •7MC 80.0 -80.0 66.4 -66.4 51.0 -51.0 42.6 -42.6 43.1 -42.7 43.1 -43.1 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 17.318 20.660 24.002 27.344 28.255 29.167 93.000 A &C 80.0 -80.0 65.0 -65.0 48.9 -48.9 41.2 -41.2 40.4 -40.2 40.4 -40.4 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 79.7 -79.7 76.0 -76.0 AREA SQ.FT. 18.406 21.958 25.510 29.063 30.031 31.000 96.000 A &C 80.0 -80.0 63.9 -63.9 48.0 -48.0 40.2 -40.2 39.0 -38.9 39.0 -39.0 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.9 -76.9 73.1 -73.1 AREA SQ.FT. 19.000 22.667 26.333 30.000 31.000 32.000 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1 /4'TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. A 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN, ARnnd Doe IL'V.' NOM •X:751014(4 WNW cu,/gip wMY Os ae"der -er F.IC Own fir F.K. Revisions: mm: Cum: 12/15433 A CHANGE NOTE 1 ANCHORING MTH *12 SCREWS Dew 7/14/03 Crow er 1070 TECHNOLOGY DRIVE NOKONIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P,GT INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Visibly Better SddYelk PIN-701 am NTS Sheet 6 a 10 u.:aaa 4259 -4 new A Robert L. Clark, P.E. PE •39712 Structural 2.784^ • 0.•. • • MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTVN (FLANGE, FRAME) •• • • 0 1F1.: ;, a • 0 ENTIRE 0 • •� •:.; i SCREW,EE3tORNER ASS'Y (FLANGE FRAME) MAX. WINDOW HEIGHT 0 0 MAX. DAYLIGHT OPENING ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) INSIDE 13 VERTICAL SECTION (FLANGE FRAME) Roanear t+eromder• F.K. Dales 12/15103 aebwn: A NO CHANGE 7111S SHEET Damn By F.K. Thar 7/14/03 Checked ap. bdr 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOM!S, FL 34274 P T Osscripftr SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT Visibly Better s rrwe hr PW-701 aur: NTS du.v 7 a 10 000+n 4259 -4 8"A I!� Robert L Clark. P.E. PE #38712 Structural •. • • • • .•• • • • • • • • • • • • ••• /d 1 • • ••4• • • • •s.•• • • • • • • • • • ••••:• • 1• • • • MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREVIFED'CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) 0 ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT 2.784" m 0 0 0 MAX. DAYLIGHT OPENING Pan- INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) RerW By Dab: 140,0 13 Date: RegOBr F.K. dawn "r F.K. LW* 12/15/03 am: 7/14/03 Rerbbns A M CHANGE THIS SHEET aetl00 EP. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34273 P.O. SOX 1529 NOKOMIS, FL 34274 PAGT SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT Visibly Better S.mmse PW-701 &Or Sheet 0.0 Na NTS 8 at 10 4259 -4 ITEM 1 DWG NO. PART # DESCRIPTION 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 11 12 13 14 4255 64255 7/16 LAMI GLASS BEAD 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 4224 INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED • • •.•••• • 1$ • ••4••2® •M•£* • • •••••• • • •■••• • •:b • • • • • • ••• •••• • • •••• • • •• • • • • • • • • • • 1 1/16' LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED a 49620 •••• 6462.. ARCHITECTURAL CORNER KEY •• •• • • • • • ••• • R • ••• • 7/16" IAMI GLASS. 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED • • • • •••• • • •••• • • •• • • we 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .970" 1 ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 .346" --*-1 .050" .975" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4254 2.784" 2.500" ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A 1.875" .062" 2.784" ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 Rena ar Render RotOketr moor ReM.bta: Re"d By F.R. alw, BY Dm* F.K. 7/14/03 Ma: 12/15/03 Rsd.br": A NO CHANGE THIS SHEET amuluder. Dell 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34215 P.O. SOX 1529 NOKOMIS, FL 34274 EXTRUSION PROFILES & PARTS LIST 13 Visibly Better PW-701 ALUMINUM PICTURE WINDOW, IMPACT NTS 9 d 10 4259-4 A /11/> Robert L Clark. Y.E. PE *39712 Structural • • • • • •• *••• • 1• •.l••• • ••• • • •• • • 911 1"Tari .130" DIA. M N. x 21/2" NAIL, AT CORNERS II AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A • • • • • • • •• • •••• • ••• • 1/4" MAX. r SHIM 1 #12 SCREW, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, 8 1/2" MAX. FROM CORNERS & 11° MAX. O.C. A (SEE NOTE 1) 4 CONCRETE 114" MAX. SHIM 1 1/4" MIN. EMBEDMENT f 2x WOOD BUCK (SEE NOTE 2) 1/4" MAX. f SHIM 1 INTEGRAL FIN DETAIL B #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) 1/4" MAX. f SHIM 1 FLANGED DETAIL C 1/4" TAPCON, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 1/4" MAX. f SHIM 1 1/4" MIN. '••• EMBEDMENT: " • : d. f SOLID CONCRETE FOR HEAD & SILL - OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E FLANGED DETAIL D (SILL ONLY) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. A 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. 1x WOOD BUCK (SEE NOTE 2) art naaaob�z t#9 Rewdl* Revelers Re "dar. F.K Draw" ex F.K. 12/15/03 gentians. A CHANGE NOTE 1 AND FASTENER SPACING Min 7/14/03 ctn"ted a1: awe: 1070 TECHNOLOGY DRIVE NOKOAOS. FL 34275 P.O. 90X 1520 NOKO0.4S. FL 34274 P ANCHORAGE - HEAD, SILL AND JAMBS Tor ALUMINUM PICTURE WINDOW, IMPACT Visibly Better snx: sele ann.°w PW-701 NTS 10 d 10 4259 -4 Robert L. Clark, P.E. PE #39712 Structural