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501 NE 92 St (11)Issue Date: 12/5/2006 Owner's Name: DAVID NELSON Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 501 92 Street NE Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Additional Information Miami Shores Village, FL 33138- Permit Expires: 06/03/2007 Contractor(s) Phone Primary Contractor HOUSE OF WINDOWS INC 305 - 887 -8767 Yes Type of Work: Additional Info: No of Openings: 15 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: • Section: Permit Status: APPROVED Permit Number: WS -12 -06 -2904 Phone: 1132060141120 Lot: PB: Total Square Feet: 350 Total Valuation: $ 10,000.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.00 $2.00 $250.00 $9.00 $6.25 $273.25 Invoice Number WS - 12 - 06 - 26889 Total: Amt Due $273.25 �► °AL 31 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Date: 12/19/2006 Inspector: Grande, Claudio Owner: NELSON, DAVID Job Address: 501 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOUSE OF WINDOWS INC Building Department Comments Monday, December 18, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060141120 Lot: Phone: 305 - 887 -8767 Page 1 of 2 Passed t)7 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 12/19/2006 Inspector: Grande, Claudio Owner: NELSON, DAVID Job Address: 501 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOUSE OF WINDOWS INC Building Department Comments Monday, December 18, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060141120 Lot: Phone: 305 - 887 -8767 Page 1 of 2 Date 1 Permit Number: WS -12 -06 -2904 Invoice Number: WS -12 -06 -26889 Applicant: DAVID NELSON Company Name: Owner Address: 501 NE 92 ST MIAMI, FL 33138 Job Address: 501 92 Street NE Miami Shores Village, FL 33138- Thursday, December 7, 2006 12/07/2006 Credit Card Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Payment Type Check Number Amount $273.25 Change $0.00 Total Payment: $273.25 Page 1 of 1 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) e/hJ Owner's Address v' L / Nt 2 S City r(/// /1 - S /fp, 5' State Tenant/Lessee Name Architect/Engineer's Name (if applicable) Structural Review. $ Radon $ Miami Shores Village � Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 re— Value of Work For this Permit $ /t, 406) Permit Fee $ Bond $ Code Enforcement $ B Y: Electrical C�Lc� Job Address (where the work is being done) _IC) / --I> r' City Miami Shores Village County FOLIO / PARCEL # //- Z D - .a/ V //2 D Is Building Historically Designated YES /LO Submittal Fee $ Notary $ Training/Education Fee $ 9'00 Scanning $_l ryry MCMITMTI Permit No. Master Permit No. NO !� DPBR $ Plumbing Mechanical / cs 1 Phone # Zip 3 3 Phone # Double Fee $ Phone # Square / Linear Footage Of Work: ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ Cp Technology Fee $ Total Fee Now Due $ CO /CC ( Q 'Z 213.25 See Reverse side -+ Roofing Miami -Dade Zip 3 3 Contractor's Company Name / - 3 z� w �,�i�a w> Aeld .3 Phone #� e ) S r � 7 6 Contractor's Address E c l S f City f I / L Er /1 44 State FL Zip J b i Qualifier Name Z.--/ C S , / C - 1 1 - 1=' 7 1 - i Phone # L3 e ) ) � 5 1 l 7. 7 67 C Kd State Certificate or Registration No. Certificate of Competency No. 7 ' .5 D 0 )U 3 Type of Work: DAddition ❑Alteration ❑New Repair/Replace ❑ Demolition Describe Work: ar, t l�rr c- - (J c- X / S i , fy `L �Jiw�a j— dfrt— ,A. -'e / %- /�f�c'� !n L O c S Zoning $ fEC 7 PAID c(_ 5411 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection w not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this // W 1.0 to ci who is personally known to m r who has produced day of d ✓b Psc�, 20P (0 , by • NOTARY PU (Revised 02/08/06) APPLICATION APPROVED BY: As identification and who did take an oath. Signature NOTARY PUB Contractor The foregoing instrument was acknowledged before me this day of Ain/e)-4-DA, 0 Qz, by „I-is 5e7 PA .r� who is personall or who has produced as identification and who did take an oath. J Sign: n vua Sign: Print: My Commission DD230913 Print: Expires October 28 2007 , My Commission Expires: ( / ? S My Commission Expires: ( n Plans Examiner Engineer Zoning r • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. -YZe4-o» EC // STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: a/ A67- 2. Description of improvement: /c�l''4r/T / � 3. Owner(s) name and address: r /212b-74-, - 6 >D),t t-e-zv 5 / N6' 1 2 - c� �.� sEfd 1� f G 3-3 / Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: /io r'S' pF / jiA--' C 5. Surety: (Payment bond required by owner from contract>OI(4'! a* FLORIDA, COt-i!'' Y 1 HEREBY CERTlf - v s;, ai iris r e i „ o 67var WITNESS Ill '117.10 �. D 20_ am c`z:; !t . Cc Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upo provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differen Signature of Owner Print Owner's Name to is specified) Sworn to and subscribed befor me t Notary Public 't Notary's Name - *mission expire 8/02 PnvZo i 1/.r9,-r —r day of /✓u 20 4� 'i-i ( ✓ C.9 :✓ J4 111111111111111111111111111111111111111111111 CFI-4 2006R1270853 OR I?k 25139 Ps 2208; (fps) RECORDED 11/30/2006 10:29 :07 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE J 'L • hom stices or other documents may be served as Franasr o Joaquin Vila Commission DD230913 ....0 Expires October 28 2007 Prepared by k. (11-00,e D{ it)14)1)11G..1 Address: L e 9 S t • 1:1) ,t Lc i ' / t) MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOFF: 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 prodggt 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 Collet .. • including the High Velocity Hurricane Zone. DESCRIPTION: 1"x Std. Wall- Almnlnum Tube Clipped Mullion -L M.L .. .. . APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminui ClippeJ ..: • Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert 1. • €Iatk,�.E., 4tetP • 04/`28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Ren maleStamp with • • last the Notice of Acceptance number and expiration date by the Miami -Dade County ProductatnQ Division. • MISSILE IMPACT RATING: Large and Small Missile Impact • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or l .. • • • • • ogo, «�', stt�jeand following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a wal application has been filed and there has been no change in the applicable building code y , a _ the performance of this product. TERMINATION of this NOA � -"� � � y e • on date or if there has been a revision or change in the materials, use, and/or manuf s. Misuse of this NOA as an endorsement of any product, for sales, advertising or s : tomatically terminate this NOA. Failure to comply with any section of this NOA : . or : removal of NOA. ADVERTISEMENT: The NOA M ords Miami -Dade County, Florida, and followed by the expi date may be displa " If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this en ► ° w b.. vided to the user by the manufacturer or its distributors and shall be available for inspection ' '. job site at the request of the Building Official. This NOA revises and renews NOA # 04-0528.04 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. Gascgn, P.E. c Ig 1 o g 3 , o 1 6 7P MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAMER MEWING 140 WEST FL.AGLERSTREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com • .. • NOA No 06-0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page l • .. • ANCHORS DETAIL "B", C' OR V AT BOTH ENDS AND AT BOTTOM MULLIONS w W = W1 +W2 H =H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MI) MAX OPENING = H OR H1+K2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = HI hign 1. THE 33 1/3X STRESS INCREASE HAS SHEETS Z 3 AND 5. ANCHORS DETAIL A ANCHORS DETAIL A M3) M4) w ANCHORS DETAIL B , C' OR b" 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 PAGE 5 M4X OPENING = H OR H1+H2 MULL LENGTH = W OR W1 +W2 +W3 MAX OPENING = WI +W2 OR W2+W3 MULL LENGTH = HI NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 1 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS. ". : ` • • • • • 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. • • 1 • • . ' • • ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 • • • • • • ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION • • • • ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & :i. ¥E1tt0 TO COMPLY WITH THE REQUIRE- ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH. 100RY HURRICANE ZONE (HVHZ). • • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 70 TRANSIfR LOADS' ® TO THE STRUCTURE. -• ' • MULLIONS H FOR ANCHORAGE 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) _UNTO, • " TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 30/06 PrrNOTES 5 & 6 • • F.K. /06 C-A00 IEDI. REFS 4 28/00 • • • • • • • • • • • • • . • • • • • Ratri� L CNrk•Re• • • PL 09712 f Structural • • • • . • • • • • . • • • • • • • • • • • • • • 4160 . • • • • • • • • • • • • • • . • • •• • • • •• • • • • • •. • • • ••• ANCHORS DETAIL "B:. 0" OR b" BOTH ENDS ANCHORS DETAIL B" C" OR b" BOTH ENDS TYPE, W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR WI 1W2 MULL LENGTH = H • •1070 TECHNOLOGY covr NOHOW • NOHOW FL 34273 • • P.O. BOX 1329 NOME; FL 34274 QUANTITY AND 1" STANDARD WALL, ELEVATIONS mwr - MULUON LOCATION, REFER TO ALUMINUM TUBE CLIPPED MULLION H - Hl+H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +112 . MULL LENGTH = W Saar Slot 9w..r9 Bw Brr. MULLS NTS 1 d 5 6220 0 ` � --W 1 W2 -- w ANCHORS DETAIL "B", C' OR V AT BOTH ENDS AND AT BOTTOM MULLIONS w W = W1 +W2 H =H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MI) MAX OPENING = H OR H1+K2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = HI hign 1. THE 33 1/3X STRESS INCREASE HAS SHEETS Z 3 AND 5. ANCHORS DETAIL A ANCHORS DETAIL A M3) M4) w ANCHORS DETAIL B , C' OR b" 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 PAGE 5 M4X OPENING = H OR H1+H2 MULL LENGTH = W OR W1 +W2 +W3 MAX OPENING = WI +W2 OR W2+W3 MULL LENGTH = HI NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 1 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS. ". : ` • • • • • 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. • • 1 • • . ' • • ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 • • • • • • ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION • • • • ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & :i. ¥E1tt0 TO COMPLY WITH THE REQUIRE- ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH. 100RY HURRICANE ZONE (HVHZ). • • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 70 TRANSIfR LOADS' ® TO THE STRUCTURE. -• ' • MULLIONS H FOR ANCHORAGE 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) _UNTO, • " TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 30/06 PrrNOTES 5 & 6 • • F.K. /06 C-A00 IEDI. REFS 4 28/00 • • • • • • • • • • • • • . • • • • • Ratri� L CNrk•Re• • • PL 09712 f Structural • • • • . • • • • • . • • • • • • • • • • • • • • 4160 . • • • • • • • • • • • • • • . • • •• • • • •• • • • • • •. • • • ••• ANCHORS DETAIL "B:. 0" OR b" BOTH ENDS ANCHORS DETAIL B" C" OR b" BOTH ENDS TYPE, W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR WI 1W2 MULL LENGTH = H • •1070 TECHNOLOGY covr NOHOW • NOHOW FL 34273 • • P.O. BOX 1329 NOME; FL 34274 QUANTITY AND 1" STANDARD WALL, ELEVATIONS mwr - MULUON LOCATION, REFER TO ALUMINUM TUBE CLIPPED MULLION H - Hl+H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +112 . MULL LENGTH = W Saar Slot 9w..r9 Bw Brr. MULLS NTS 1 d 5 6220 0 PGT 1x MULUO MUWON CUP. CUT FLANGES OFF CLIP TO FORM A U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULUO ° MULL.. } ° MIN. 2h(TYP 2 OR 4" • /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 112 SCREW, SEE NOTE 3 FOR 1" MULL i" TYPICAL MUWON TO MULLION INSTALLATION. DETAIL A" 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL—TO TP • 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 AND 2 ON SHEET 5. FIND THE APPUCABLE MULL SIZE AND • • • • PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING a LdADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROV4AL.• ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. • • 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. PGT lx MUWON • WOOD BUCK REMOVED TO CONCRETE SEE •' NO /12 F71 SMS STAGGERED ON OPPOSITE SIDES (SO NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TYPICAL MUWON 10 STRUCTURE WITH Ball WOOD BUCK. DETAIL '14" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY ML4MI —DADE L COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY SEE ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOTr IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" } 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. • • 1" STD. WALL, CLIP INSTALLATION DETAIL • •• • • • . �� .6. • • • • • • • • ��'•w�♦ L pmk. Pe PE712 Sbudisrai • • • • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ..• TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL C" WOOD BUCK 4() MIN. 2harP) t i SEE 1 • •1070 TEC NOWGY 1010£ • NOKO!!S R. 34273 • • P.O. BOX t529 NOM a 34274 SEE NOT 18186•111 IOC F.K. name or On.n 11 P.J.P. MIN. 2" OR 4 "-- • 2" OR 4" 000 BUCK TYPICAL MULLION TO STRUCTURE }17TH WOOD BUCK AND CONC.. DETAIL "D" /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 5/30/06 DAIOCIFY NOTES 3&5 MASONRY ANCHOR. SEE NOTES 1 & 3 C OEM DET IS /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 MOO= 11101.MED flame I . �. IN Aompool ALUMINUM TUBE CLIPPED MULLION y,yyMee.! so•ie SW* au*" Ns. MULLS NTS 2 w 5 6220 1 MULL CLIP (CUP TO OPENING) EXTRUSION DWG #1099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 1/8 1 x 4 x 1/8 1 11/16 3 11/76 L A/2 MAX. iMAX. r CP NOTES: 1. I ANT: QUAN717Y OF ANCHORS SHOWN ARE F : PICTORIAL REPRESENTATION ONLY. FOR CORRECT 0J iN111 OF ANCHORS PLEASE REFER TO CHARTS 1 AND Z ON SHEET 5. FIND THE CORRECT MULL SIZE AND PR6SGURE REQUIRED FOR YOUR SPECIFIC APPUCA7ION. 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL DIMENSION SHOWN AS MAX. • • • • • • • 3 REFERENCE TEST REPORTS: F7L -2902, 2903 AND 29756 • • O TWO (2) ANCHOR FOUR (4) ANCHOR LOCATIONS LOCATIONS TO BE USED ONLY A A AAA Min • (3)EQ.SP.® (A -3/4)/ 1 MULL CLIP W./TABS REMOVED (CLIP TO MULL) EXTRUSION DWG 11099 A/2 MIN. LA 1 ONE (1) ANCHOR LOCATION MIN. A O THREE (3) ANCHOR LOCATIONS • • 1070 1E1aNOLOGY ORnt 1 wawa FL 34273 •• P.O. BOX 1529 ROROIA FL 34274 5 7/06 o.1 � 30 5/8/06 w . P.J.P. 48/00 MIN.TYP. WITH PGT INDUSTRIES PRODUCTS lIodabox 0-NO CHO ORS SIIT C SPA TNG ALUMINUM TUBE CLIPPED MULLION ArYI *t r TS Ond Nw Mutts NTS 13 d 5 I 6220 1" STD. WALL, ANCHOR LOCATIONS • • 000 • • • • • • • • • • 000 • • • • • • •• •• • • • • • 00* • • • • • • • • • • • • • • • NOTE; 1. REFERENCE TEST REPORT f7L -2902, 2903 AND 2975 --a (1 Y P) •• • • • • • •••• ••• ••• • • • • • • • •• • • • • 1 x STD. WALL MULLS MAr'c: 6063 —T6 • • • • • • • • • . • • • • • • • • • • • • • • 1070 TECHNOLOGY Pee • • • • • • • • hCITOMIA, FL 34273 • • • tl L ad& ME • • . i.0. Bolt 15251 'PE /JV>•12 /1pKq1S, IL 34274 Structural • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • •• • •• • • • • ••• • • • • ••• 1 -- -- (TYP) TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS /DS 8 &u MPS sift. re/06 C-NO CNC HS stir P .J.P. _4/28/00 • DaarrMwc 1" STD. WAL1 MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION S•68/110•• Sca*, soar Om*, Ma ••u MULLS 1X 4 d 5 6220 0 'CHART 1. - 1x2x.125 ▪ CLIP TO OPENING • CUP TO MULL 1 2 5 QTY. & TYP. ANCHOR CUP TO OPENING CLIP TO MULL 02 TY. S TYP. ANCHOR 42 48 50.625 54 60 83 66 72 76 78 42 48 50.625 54 60 63 66 7T 76 78' 84 90 96 108 111 144 OPENING WIDTH IN INCHES 50 (2) A (2) B (1) B 129 70 57 41 35 30 23 20 18 15 CHART 2. - 1x4x.125 50 (2) A (4) B (3) B 170 170 170 170 170 170 170 142 120 111 88 72 59 41 38 17 (2) A (2) B (1) B 115 73 61 49 30 26 20 17 60 (2) A (4) B (3) B 170 170 170 170 170 160 145 120 102 94 75 50 32 70 (2) A (2) B (1) B 107 67 55 44 31 27 23 17 15 70 (2) A (4) B (3) B 170 170 170 170 157 141 127 105 90 83 65 43 30 28 (2) A (2) B (1) B 104 63 52 41 29 24 21 16 80 (2) A (4)B (3) B 170 170 170 170 143 128 115 95 81 74 59 47 27 24 90 (2) A (2) B (1) B 103 61 50 27 23 19 90 (2) A (4) B ( 170 162 134 119 108 87 74 68 53 43 35 24 22 100 (2) A (2) B (1) 103 61 49 38 22 18 OPENING WIDTH IN INCHES 100 (2) A (4) B (3) B 170 170 170 158 127 112 100 81 69 63 49 39 32 110 (2) A (2) B (1) B 103 61 49 38 25 21. 18 110 (2)A (4) B (3) B 170 170 170 157 124 108 96 77 65 60 46 37 30 20 19 120 (2) A ( 61 49 25 17 170 157 122 108 92 74 59• 45 31 • B4• 16 • 170 170 120 (2) A (4) B (3) B 170 170 170 157 122 106 93 74 63 57 44 35 28 19 17 130 (2) A ( B ( B 103 61 38 25 20 17 130 (2) A (4) B 92 72 61 55 42 33 27 18 16 160 (2) A (2) B (1) B 103 61 49 38 25 20 17 160 (2) A (4) B (3) B (3) B 170 170 170 170 170 157 122 108 22 20 • TO BE USED ONLY 100 nrcunotocs area NOK0411s, R 34275 • P.O. VOX 1529 NGROMt% R 34274 • • 4 • ••4 • • • • • 4 • �. • • • • S ss � - • • • • 4 • • • • • • • • • ReM1 L. Clow P. • • • PE /39712 • Structural Vertical Mull Mull Length �Opening�� Width Horizontal Mull Opening W �tA MUn Length _ • Multlple Mulled Units Mull Length I Opening width NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 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 3/4) B. /12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. WITH PGT INDUSTRIES PRODUCTS .. F. 5 8/04 - M4tnED CHVA78 P.J.P. 4 28/00 1" STD. WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION Maus NTS 15 a 5 , Ia••M 440. 6220 l 0 • • • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • •• •• • ••• • • • ••• MIAM BUILDING CODE COMPLIANCE OFFICE BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA MB RO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Mlami -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 Nfiami -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 "H8 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 12129/03 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of � Ac ce2tance. '. 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 elate and • following statement "Miami -Dade County Product Control Approved ", unless otherwise notedfielein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and tirelt dils'been do • 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 revisjgamhange in e� materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorrtpf any • product, for sales, advertising or any other purposes shall automatically terminate this NOA. Fgj1,pre Lo comp• • • 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 folio:A 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 63" MAX HEIGHT 1 58 I /4" MAx FIXED UTE DAYUGHT OPENING 6' MAX. 8x. •• .FISIAS 18 x 1.000 PHL. PH. SMS SWEEP LATCH 7: 6A 781PQA 71096 weep La screws 4 when ulna 2 Swe•o Latcpes) 2 (Frame/Vent assn. screws) 1 11.5" from ends -vent mtg. rail) 2 if hei•ht is >a 42 R F N ENCHANTS FASTENER INNTURE CUE CASTING er screws CY[1TiJ( Z 11T. 4 03 F: n 1 29 0 C- Rf1A9.t 1181 Q. E- 6 AC0 129 -132 E FORMI PGT.214.XX 1 FLANGE FRAME JAMB (Alum. 6063 -T5 612225 2 ALUMAX AF -12225 2 AXED MEETING RAIL (Alum. 6O63HS -T54 4054A 1 INDALEX 64054A 3 SASH M 4 N RAI AIUm. 6083HS -T5 4006C 1 IN• y 6 •06C SASH SIDE RAll (Alum. 6063 -T5 •12230 1 ALUMAX GLAZING .• u ••6 T 8534571 8 ALUMAX OI.'IL'I•lR•7_u�� ®L `La1�R0 mids•an •f frame sill [3"Qtl� SILL um. 06 - 5 UWG • FRAME SI ADAPTER u 6063 - 752812238 1 612239 1 ME r• E[•] �'iij;7 0 . AN G111r9r-!FI:1<t3i-�L� f�i..WaX7 ;i41. �G11R9<��L I5t:.11111 � � ry miur. Efauinac.Dir ► iimmexFatnii4: tiiiin Y 1:Cf III affilreFIMIIMIEVAIMEINCOMPF-11IMICIAIIIIIIIIIMIll EL! a iCM3ZlR - U.i f • X 1.000 Rh. 21116 E3111■FjIX4 Indloa • T . • I♦ Qi rnnuti L. : F�F133117] PlffaI MMITL'IMm I�:7 RAi'.1 xlm:.110L`iJ!>R;:1IIIL-LMAIIIC3i EZ lu;ty111.L iiiiI44•I M1111111 n.1 , F31 W. EP HOUSING FLYkZ�1♦C< k YL] 1�1 L'.Yl� ii•��FI'.�iLi�F'7 ED a • 5 YEIBIE3 , ®L Tv�TF� Izis....AMILeit UN=FIIIIIMERII 11E€10 a.311C411 11=1111113O eo. end o van TTZ'M'T7R > •• IININ ♦ B • S WHEELS 1• • . 1 • BACK 1 OR QUN. Fa 1 h• UT/MIN T•1^, .Te Mfr[. 899 • ALIT Q F3Jrmo 3(317[: : VI C3 >1f1If1Z"Ll #isi1 i ki?t'L4 111u KID/ ; 1:14i[•}I:ia"f I2Ey 3fUOV7T<1LYJIIP1 •)iYLIW A m t g1te:I !: IGI•LR 011111111N1111111111 Cil•INN= ® 1 • .18 x .2 0 BA I 060 R•7ni 7/ F�•7;f4• 4;ilijtU . • . 1 Ts t070 TE.LYWOLOGY O8YE NOKOMIS, FL 34275 P.O. 803 1529 NOKOMIS. FL 34274 F.K. 6/02 Down 0.8. 2 16/98 OX ELEVATION & B.O.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW s•1r./r.er: teoa HS -710 NTS REY 25 NOM 1 . 6 Oro•NO NDOR 4112 G 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) UTES OF 1 /8" ANNEALED GLASS. B. 5/16•'. (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX / KEEPSAFE MAXIMUM BETWEEN (2) UTES OF © 1/8" HEAT STRENGTHENED GLASS. C. 13/16' LAMI 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 P'/B LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMLIJ BETWEEN (1) UTE OF 1/8" ANNEALED GLASS AND (1) UTE OF HEAT STRENGTHENED GLASS. D. 13/16" LAMI I.C. 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 P LAYER OF DUPONT OR SAFLEX/KEEPSAFE MAXIMUl BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 74" MAX WIDTH 33 5/8' MAX 33 5/8' MAX DAYUG-IT * DAYUGHT OPENING OPENING I I 0 II t x •• • 1 • • • — — • 8r -••• 4' MAX •• • • • • 57" MAX DAYLIG VENT HT OPENING TEM DESCRIPTION 32 1 16 I.C.. 118 • • • • • • MAX • • • I Er I I I I 8 MAX 4" MAX SEE NOTE 4 ON MEEIIIM! RAI" ANCHORAGE • • • ELEVATION • • • • • • • • • •• • • • • • • • I • • • • •• • •• • • + •t _ R011•1 i.. 01,0• .F. • P M2 • — • — tom • • • • •• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• ENGTHENED 0 4. ANCHCRI.GE: SINGLE ROW, OF FASTENERS LOC SILL: MAX. 6' FROM 1:ORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING MAX. 15" SPACING. MAX FROM CORNERS. MAX 12 1/2' SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REO'D. 6. REF. TEST REPORTS: FTL -1969 & FTL -3740 V.T. / OTY. /LOCATION S ACE. 5 1• 1 1 8 OCATED AS FOLLOWS dr MUD RAIL CENTERLINE Air 1 VENDOR 8 H COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A & C A. 5/16" LAMINATED (1/8" ANNEALED, .090 PVB, 1/8" ANNEALED) C. 13/16" LAMI I.G. - 1/8"HEAT STRENGTHENED, 318" SPACE, 5/16 LAMI (118 38.375 66.7 -75.0 / 66.7 -75.0 66.7 - 75.0'" 66.7 -75.0 66.7 - 75.0 66.7 -75.0 6 WIND • HEIGHT 50.325 •9.000 1 60.300 66.7 -75.0 c ; .7 - 75.0 66.7 -75.0 66.7 -75.0 ;.7 66.7 -75.0 : c.7 -75.0 -76.0 -560 66.7 -75.0 66.7 -75.0 -550 542 61.000 86.7 -75.0 66.7 -75.0 66.7 -75.0 WINDOW WIDTHS 26 300 26.500 66 7 -75.0 37 000 66 7 -75.0 44.000 68.7 76 0 53125 66.7 75 0 66 7 -75.0 66.7 -73.1 61. -61.8 56.0 T ENGHTENED, .090 PVB, 1/8 "ANNEALED 55.0 62 000 66.7 -76.0 68.7 ` -75.0 66.7 -74.0 -54.2 53.4 -53 4 FTL -1969 & FTL -3740 63 00 66.7 -75.0 88.7 -75.0 66.7 -74.0 52.7 -52.7 80.000 88.7 - 75.0 661 - - 73.5 82.0 - 62.0 54.8 -54.8 48.0 -48.0 45.1 -46.1 44.3 -44.3 43.7 - -43.7 43.2 -43.2 83.000 66.7 - 75.0 68.7 -69.4 58.9 -68.9 51.7 -61.7 43.0 -43.0 42.2 -42.2 41.3 -41.3 40.6 -40.5 40.0 -40.0 66.000 66.7 -75.0 65.5 - 65.6 56.6 -56.6 49.0 -49.0 41.2 -41, 40.4 -40.4 39.5 -39.5 38.7 -38.7 37.9 -37.9 70.000 86.7 -75.0 60.8 -80.8 53.7 -53.7 48.3 -46.3 39.1 - 39.1 38.3 -38.3 37.4 -31.4 38.8 -36.8 38.1 -36.1 74.000 66.7 - 75.0 58.2 -58.2 61.3 -51.3 44.2 - 44.2 37.4 -37.4 38.8 -36.8 36.1 -36.1 35.5 -35.5 34.8 -34.8 FTL -1969 & FTL -3740 COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES 8 & D B. 5/18" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) D. 13/16" LAMI I.G. - 1/8"HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/6"HEAT STRENGTHENED, .090 PVB, 118 "HEAT STRENGTHENED) WINDOW HEIGHTS WINDOW -75.0 -75.0 68.7 66.7 -75.0 -75.0 66.7 -75 66.7 66.7 -75.0 -75.0 -75.0 -75.0 66.7 68.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 63.7 66.7 68.7 66.7 -75.� -75.0 -75.0 -75.0 - 75.0 66.7 -75.0 66.7 -75.0 - 75.0 66.7 -75.0 63.7 -75.0 667 66.7 -75.0 68.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 66.7 66.7 66.7 66.7 68.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -76.0 0 WIDTHS 26.000 38.375 44.000 26 500 68 7 -75.0 66.7 - 75.0 66.7 37.000 68.7 - 75.0 86.7 -75.0 86.7 44.000 66.7 - 75.0 68.7 - 75.0 66.7 53.125 66.7 - 75.0 68.7 - 75.0 66.7 60 000 66.7 83 000 68 7 66.000 68 . 7 - 75.0 .0 66.7 -75.0 70.000 66.7 - 75.0 66.7 -75.0 66.7 -75.0 50.625 59. 66.7 - 75.0 66.7 74.000 68.7 - 75.0 66.7 -75.0 66.7 -75.0 -75.0 66.7 66.7 -75. 000 60.000 -75:0 66.7 -75.0 - 75.0 66.7 -75.0 66.7 - 74.8 66.7 -73.5 61.000 - 82.000 66.7 -75.0 66.7 -75. 68.7 -75.0 68.7 -76.0 66.7 68.7 -75.0 88.7 66.7 -75.0 68.7 -75.0 68.7 -15.0 68.7 -74.9 66.7 -73.5 66.7 -72.2 _ 86.7 -70.9 63.000 66.7 . -75.0 66.7 -75.0 68.7 -75.0 66.7 -75. 86.7 -75.0 88.7 -76.0 66.7 -76.0 66.7 -72.3 66.7 -69.6 r L 01.1}P.E • Per22 • • 51Puc5112l • P.O. 1305 1522 NOKOMIS. FL 3427• •...+ ro. o.r: /WM..: F.K. 12/29/ F- UP0ATE TABLES Rood or F.K. 7 /2J/OJ F ACTDI9EJ R IZ MAirm 4 /OJ !.;/16' LCAh7ES F.lr 9 6/02 IANISED TABLES D.8 rrv9. 544•041art &ME Moth 0,444n• ma. HS -710 NTS 2 .'6 11wr. ..�rntrt GLASS TYPE COMPARATIVE ANALYSIS 1070 TECHNOLOGY WIVE AL UMINUM HORIZONTAL SLIDING WINDOW 4112 I C NOTES; A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES • • • • • • ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI - DARE :CCVNrY).. . . • • 8. POSRNE DESIGN LOADS BASED ON WATER TEST PRESSURE ANO GU16S•TA8L86 • • • ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI- DADVCdI7N1Y). • •' C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. ••• ••• • ••• • • • • • • • • • • ▪ ■ ■ ■ • • -• • - WV • • • • • • • • •• • 000 • • • • 000 • • • • • • • • • • • 000 • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 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 1r HEAT STRE -.11- CUSS OR OUTSIDE 5/16" LAMINATED —.J 13/18 NOM. GLAZING DETAILS: 13/16" 0825) I.G, • • REFERENCE TEST REPORTS: FTL -1969 & FTL -3 • • 1/2" _ GLASS BITE TYP. INSIDE •• • • • •• • • • •• OUTSIDE 1/8" ANNEALED GLASS © -.� .090 INNER ER . (AY (DUPONT W /BUTACITE OR - SAFLDf/KEEPSAFE MAXIMUM) • • • • ••• • • ••• • ••• MAWS • • • • • ME 93*12 • • • • • • • • •• -• • •• • • • _ • • • •• • • 000 • • • • 600 • • • • • • • • • • • ••• • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 1 j 0 1/2 . i © F' L, BITE INSIDE CLASS --1/8" ANNEALED GLASS leasurtaavaar GLAZING DETAILS: 5/16" 1.350) LAMINATED GLASS 1070 TEGfNOLOC/ DINE NOKOMIS, FL 34275 P,O. 8071 1529 140003, R 34274 mmirso FIX F.K. 7 M D.B. 170 HS -710 1 E:74 J 1111 BITE INSIDE OUTSIDE I 9/O3 7/23/03 4 403 9 802 18/58 1/8• HEAT STRENcrnENED --j GLASS 1/e" HEAT SIRENGTHENED GLASS M was ems ikwilorou F 17 SW I3 /t8" LG 3'iS CUSS rift SECTIONS & GLAZING DETAILS 090 INNER LAYER % QM) ALUMINUM HORIZONTAL StIDING WINDOW SwOw NTS 3 N 6 I ° 4112 G VERTICAL SECTION ROUGH OPENING MAX. VENT OAYUGHT OPENING ROUGH OPENING •• • • • • • • • •• • • • •. .•. •.• • • • • • • 2.784 • ••• • • • • . • • • •• • • • ••• • • • • • • • • • • ••• • • • • • • •• •• • • • • • ••• • E - 129 -132 • ••• • • • E • - .• • • • • •• • ••• • • • • • • • • •• • MAX. MTh HORIZONTAL SECTION EXTERIOR Whiff OM ;1 03 02 0.8. 1 6/96 SECTIONS & GLAZING DETAILS ne. 1070 11350•01.00Y 909C4719. P. m ALUMINUM HORIZONTAL SLIDING WINDOW P.O. 90x 1529 NONCORS. R 34274 HS - 710 NTS 4 a 6 a.•14. N. 4712 TYPICAL HEAD SECTION SUBSTRATE ANCHORING AS3 /16" TAPCON (SEE NOTE 1) TYPICAL SILL SECTIOU SUBSTRATE ANCHCRINQ TYPICAL HEAD SECTION .WOOD ANCHORING m #12 W000 SCREW APPROVED 2x W000 BUCK • (SEE NOTE 3.) • TYPICAL SILL SECTION WOOD ANCHORING ••. • ••. • • • • • � • • • • • .• • • • • • • • • •• • • ,&,3/10 TAPCON (SEE NOTE 1) • .• • fr Ro1Mt L CYA•P2. • MOMS. • SSW/0 4 • .. • • • • •• • • 000 • • • • 0** • • • • • • • • • • • .. • • • • • • • • • • • • • • . • • • • • • • • • • • • • ••• • • • 000 NOTES; 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 & FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. 1/4" MAX. SHIM 1 APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION ,SUBSTRATE ANCHORING 1070 1tCHNOLDOY OWE NOKOMIS. R 34275 P.O. BOX 1720 NONCOM, R. 34274 1 1/4" MIN. 1/4" MAX. SHIM F.K. Mal K #12 WOOD SCREW f 9 7 23/03 4 4/03 ppyyr 26/98 ANCHORAGE APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING aas was a /It se F- IIBOI£ 3/16 Wean a rk " 11 CNG TNTS SHT D NAi MOTES J' * 4 1 1/4" MIN. mw ALUMINUM HORIZONTAL SLIDING WINDOW a.•yNrrs Sat• s1..a Ns -770 NTS 5 a 6 4112 - 1 .705 .062 2.784 L --4 k-- .737 0 FLANGE FRAME JAMB 6063 -T5 ALUM. 1.057 -- ■1 H- .678 .050 Q 5/16" GLAZING BEAD 6063 -T5 ALUM. 1.187 .062 2.074 1 ()FRAME SILL ADAPTER 6063 -T5 ALUM. 1 1.187 1.349 I-' 1.403 Q FIXED MEETING RAIL 6063HS -T54 ALUM. 062 - t ° II - ± -- .723 .688 .:T © WIND LOAD ADAPTER 6063 -T5 ALUM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 s • • .062 10 SASH TOP & BOTTOM RAIL 6063 -15 AJ.U • • • .. • • • • •• • .•. • • • • •.• • • Q SASH MEETING RAIL 6063HS -T54 ALUM. .062_1 1.373 1.273 2.710 7 FLANGE FRAME HEAD 6063 -T5 ALUM. J --1- 1.097 .883 Eli r ,�0 0, 13/16" GLAZING BEAD 6063 -T5 ALUM. .062 1.349 I 1.970 ® SASH SIDE RAIL 6063 -T5 ALUM. .062 - -►4�• 2.094 1.122 I I 2.710-0-1 O F �6063T5 M ALUM rrtowcnerr♦ Aroma EXTRUSION PROFILES >w 1070 TECHNOLOGY PM MOMS. FL 34275 ALUMINUM HORIZONTAL SLIDING WINDOW P.O. EOX +62• H S -710 I NTS 6 1 7•wlbrt sewn shot 6•.b• Ob. 0wt hacohra. n sins + 6 41 12 G •• • • • • • • .• • • • • • • .. • • .. • • • • • • • • • • • • • • • • ••• • • • • • • •• •• • • • .• •. • • ••• • • • • • • MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). 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 C -740 Aluminum Casement Window - L.M.I. 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 06123/05, 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 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 chang`in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endcnsgmmnt of any • • product, for sales, advertising or any other purposes shall automatically terminate this NOr4. Faiture to c, f ftly. 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, I i &ri 1, and followed • by •• the expiration date may be displayed in advertising literature. If any portion of the NOA iS itigtlyed, tDkd 1CS'hall be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturettrits distril ttthi'S 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 B-1, E-2 an8 E-3, ns well•as approval document mentioned above. • • • • . • • • The s mitred documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BeCO MIAMI -DADE COUNTY, FLORIDA zMETRO-DADB FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 www.buiidmroodeonline,com • • .... • NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 Page 1 • • • • • • • • • • • • • Wwi41. F.K. 1+..ery F.K. Dom OK F.K. 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 WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LCCES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" I AMINATFD GI 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 OFF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16' I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED 01- (1) LICE OF 1/8" ANNEALED GLASS ANU (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" F.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 1'7 adI6 I rrawanas - 00.140 O A007C'HE, fV ASS 7YPFS F AM) a RFV6FANCHORAGE. 12/17102 0.4CL lea • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• • 14 7Er.,AMCM.00Y0F0VF Noo mi.% 11347/6 P.0. 00X :32I NOXOM.9 8.34274 3 0 } x 0 CONFIGURATIONS OPTIONS x } x } 0 { x [T 0 x 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX' & "X0' OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LII E "XOX, 'XO" & "OX" CONFIGURA1 IONS SEE SHEET 9. i4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4' FROM CORNERS MAX 4' & 7' ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX 13' SPACING ON FIXED LITES (2) ANCHORS 3' APART AT MID -SPAN ON FLXFI) I ITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX 13' SPACING SEE (2) ANCHORS 3" �APAARRT AT MID-SPAN TO ACHIEVE dES�Gi F E�SiJRES SHOWN IN SHE S 5 THROUGH 9. CRETE-FLEX BE USED IN CONCRETE OR SHEETS 5THROUGH OR DESIGN PRESSURE IM APPLICATIONS WHEN ANc OIPG 4TFS #{2 Sc WS. ° 5. SHUTTER R@CIUIREMENT: IQONF RF.QUIIV) 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE 'I ES) REPORTS: F R -3560, FTL -3582, F IL-3587,1-11-3729, FTL4607 AND FU -4608. ••• ••• • ••• • • • • • • _.. 32509 .8 .4111 Yneia; eaovI01.42yv3 0E48 bOOREET s NOTES AND TABLE OF CONTENTS X 0 X UNEQUAL UTES X 0 UNEQUAL UTES QIX UNEQUAL LITES ALUMINUM CASEMENT WINDOW, IMPACT sresamor JNTSI� m r3 I 70456 ID 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 I uob A Tumor, P.E. P[ aMS112w Momenta! ® 1/8" ANNEALED OR —.090 PVB INTERLAYER HEAT STRENGTHENED - I- 1/8" HEAT STRENGTHENED GLASS 86 GLASS 30 31 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS ... .. • • • ASS,: A.M➢ra■ F.K B 5/16" LAMINATED GLAZING DETAIL • ; •;7 /j6 ",11QNItIATED • • • •GLAZING•DETaIt • • • • • • • ••• •• .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS • • • • .65" NOM. GLASS BITE f 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8' ANNEALED GLASS 13/16" 13/16" 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL .65" NOM. GLASS BITE 5/16" LAMINATED COMPONENT 1/8° HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 11661•• • • • .• • �... • • • REDRAW e: 0 DETA5.5b Atb i�IC ;G • •• 1070 TECHNOLOGY DRIVE NO10341 0X FL 34275 P.O BQY 1529 NOKOMIS, FL 34274 Visibly Better cc; r_ GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA -745 Luc I. TLmcr. PE. PE 158201 FK �: 7/1003 • NO CHANCie N/3 SIPET tee: raw FJC 6 D ADD 13/169.011 LG. 5117/181.A1416 CORRECT &415' LAM i DETAIL F.K. maws 17m4151 7/4 Card. Bo 044 •• • • • •• • • • • • • • • • • • ••• • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• .� me w.••ia NTS 2 > 13 7045 -8 CENTERLINE 1 1/2" Oven F.IC ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) $ 13° MAX. O.C. i 4 ° — T 4' WA5e, e. • a.r I Chataad 12/17/12 ANCHOR LOCATION TYP. SEE MID-SPAN ANCHOR DETAIL TYP. (2) 30" MAX. DAYLIGHT OPENING q "I n" '1 <. 37 "'MMX. %%war oak FK 32309 I LI 7 iW NO. IkFER r."°a- °W a l I F. - - K 7/10/03 I A 1 '� /.OD H1NO2 CATfa1�DE AIL6 ' ., a e Ew a urr F.X. 623476 I D CNANOE WC FM TO 76* AND MAIL OLO 70 64' ANCHOR LOCATION TYP. —Al I 4' MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134' MAX. WIDTH 53" MAX. DAYLIGHT — OPENING c• O 4' MAX. 1070 TECHNOLOGY DRIVE NOKOMI9. FL 94275 P.0.60X 1519 NOKOMIS, FL 34274 DENOTES HINGE 74° MAX. WIDTH LOCATION AT HEAD & 30" MAX. SILL OF "X" PANELS, DAYLIGHT TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE MID-SPAN ANCHOR DETAIL TYP. (2) 30" MAX. —DAYLIGHT OPENING 4" MAX. 13" MAX. O.C. 4" MAX. --.-I h ( 14 1/2" MAX. O.C. TYP. ELEVATION "B° - "XX" (SEE SHEET 7 FOR PRESSURES) 69° MAX. DAYLIGHT OPENING NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION 76" MAX. HEIGHT 13" MAX. O.C. - 4+ -.-I ` J 1 - - .- 1- 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY VENT TYP. 60" MAX. FIXED 1 SEE MEETING RAIL DETAIL TYP. (4) ELEVATION ''A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) XX" 8 'XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT e.s..e°rt CA-740 NTS 3 a 13 I 70d5 -8 D 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT MUM l Z_ Lune A Tumor. P.E. PE 468201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF "X' PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 13" MAX 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) •••••...oC.• •• • • • •• 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY ••• ••• • ••• • • • 37" MAX. WIDTH 30" MAX. DAYLIGHT -.- OPENING FaJ 69" MAX. DAYLIGHT OPENING 4" MAX. , - M� I 1 _ 1 _14 1/2" 4" MAX. O.C. ELEVATION "D" - "X° (SEE SHEET 5 FOR PRESSURES) 30' MAX. 53" MAX DAYLIGHT S • r_ DAYLIGHT OPENING OPENING 1 • • • • ' • 4° MAX. • ••. .O.C. 4" MAX. -- 13" MAX • • • • • 97" MAX. WIDTH 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. OC 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 4° MAX. 4" MAX. ELEVATION 'E" - "O" (SEE SHEET 7 FOR PRESSURES) 69" MAX DAYLIGHT OPENING 76° MAX. HEIGHT -- -I 13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) J-- �G- -� 37" MAX. VE 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 69" MAX DAYLIGHT OPENING 76" MAX. HEIGHT (VsVac ifr Po* • 'Wok.* FX 325W • B •CHA ONSHRET NOPRE1EREN 4 • • • Ra•as,! Dar • • "awmw • • • FX Q23ffi • C • A00 HINGNDETA4 $ HINGELOC11710N NO•03 Rmd FX onra FJC Orr 7/1003 12/17/02 F.K • • •• CHANGE MAX HE TO 76•AND AWL DLO 70 69' IN IV IN 111 1010 TECHNOLOGYDRNE NONOiW$ FL 34270 P.O. BOX 1520 NOKOM S A. 34274 �T- "X", "0", 'XO "& "OX"ELEVATIONS Taw ALUMINUM CASEMENT WINDOW, IMPACT ,stabler C+4740 I N75 ae.r 4 4 dt ' 7045-8 D Won A 113740.F .E. PE 666291 Mechanical • • • • • • • • • • • • . • •• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A,.090,1/8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1/8 "HS) "X" WIDTH HEIGHT 28 31 36 383/8 43 48 505/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0. -90.0 70.0 -90.0 70.0 -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 30.0 -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 26 112 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.8 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -89.9 69.9 -87.8 67.8 466.2 882 435.0 65.0 - 83.7 63.7 B,E -90.0 70.0 _ -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 417.4 70.0 -77.6 70.0 438.4 88A 433.9 63.9 430.0 60.0 -58.5 58.5 - 58.2 56.2 -53A 53.4 -51.3 51.3 - 49.6 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 70.0 431.8 81.8 -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 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 435.5 85.5' -57.5 57.5 454.9 54.9' -51.8 51.8 - 48.8 48.6 -45.2 45.2 -42.4 42A 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 -60.4 70.0 60.4 -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 si«rltir � _ I T r: 1Y�� .: '�� B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 87.9 67.9 -59.0 89.0 -52.8 52.8 X9.9 49.9 - 48.4 48.4 -43.6 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. -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - �` TABLE 2. "X" WINDOWS EST REPORTS: FTL-3580, FTL-3587 GLAZING OPTION: C. 7/16" LAMI (3/18 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 37" WIDE x 83" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4807, FTL -4808 GLAZING OPTIONS: " C. 7/16" LAMI (3/16 "A,.090,3116"HS) F.13/18" LAMI (1/8"A,AIR SPACE, 7 /16" LAMI -W/ 3/18"A,.090,3/16"HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -555.0 55.0 •• • • • • • ••• •• • NOTES: II • • • X ,. . . „ . 1. FOR INSTAU 10N WOD OR 0ONCRETB►TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4' 684 CRETL' -PLE9C ANCHORS.' . 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. ••• ••• • ••• • • • s • • • • • • • / r � �� _ Lucas A. Turner, P.E. PE 068201 MkhaYril Kit Raw/ Br Dmic 3/2503 3/2503 t" 11• • • • "0D O1A E aD °" 1070 TECHNOLOGY ORNE FLT P.0. BOX 1828 NOKOA119, FL 9177/ _ _ . _ .. � 7 PRESSURES- X CONFIG. WINDOWS linear F.K Dar 7/10/03 • • • • • •• NO CHANGE THIS SHEET n+" ALUMINUM CASEMENT WINDOW, IMPACT sre u..4 Ns. Ise � Ft( ° ` 62_/0S REVISE ANCHORS •ADO 76' HE%3HT OPTION Viably Reiter Men N F.K [1•e 12/17/D2 0>t • • • • • • • • • • C.4740 NT$ I 5 a 13 I 7045-8 D • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 -- WIDTF1 43 'A 48 A 53 1/8 A 57 A 60 A 64 A 68 A 72 A 74 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -73.7 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 -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 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 53.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4. -63.9 63.9 -60.0 80.0 -58.5 70.0 -75.0 70.0 -71.1 70.0 -81.8 61.8 - 58.9 58.9 - 56.1 56.1 -53.8 70.0 -75.0 70.0 -65.5 65.5 57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 70.0 -87.9 67.9 59.0 59.0 , -62.8 52.8 -49.9 49.9 - 48.4 46.4 -43.5 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 - 69.5 89.5 83.0 - 60.8 60.8 58.5 58.2 56.2 53.8 - 50.4 50.4 48.6 - 45.2 45.2 44.8 -42.2 42.2 43.5 -41.1 41.1 -75.0 -75.0 -87.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.8 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8"HS) X X A "XX" HEIGHT - 26 31 36 38 3/8 43 .48 50 5/8 54 57 60 83 Nt. PUb Ntc, PUb Ntu PUb Ntu PUb Ntu - "POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS - 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 Mod W °"" . emirs • • • • • • • • • • • • • • • - - as • • • faro TECHNOLOGY DRIVE NpCON,$. FL J4275 P.O.50X 152Y NO (OMf3, FL 34274 Visibly Better GLAZING OPTIONS: B. 5/18" LAMI (1/8"HS,.090,1/8"HS) E. 13/18" LAMI (1/8"HS,3/8" SPACE,5/18" LAMI -W/ 1/8"HS,.090,1/8"HS) TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL-3729 ALL "XX' SIZES UP TO 74" WIDE x 83" HIGH 1 -75.01 70.0 GLAZING OPTION: C. 7/18" LAMI (3/16"A,.090,3/16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 ABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL-3580, FTL -4607, FTL -4808 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/18"HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7 /18" LAMI -W/ 3/18 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.01 55.0 NOTES: 1. FOR INSTALLiTIQMIN JIOCpCC.OI;CQ11CNEtt TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE- FiEKAMCHORSP • • 2. IF INSTALLPG WCRiI1ZSC3EQVSSDOGN QFZESSURE IS LIMITED TO 69.6 P.S.F. •• • • • •• ••• •• PRESSURES - XX CONFIG. WINDOWS nr ALUMINUM CASEMENT WINDOW IMPACT .,r""s edr OM, Na •r CA - 740 NTS 7045-8 D Ttsvwe la nodal • "r I. 1 iii-:: h. 1..' l (r2( %as LuCef A. humor. PE. PE A5R01 Msdunlad FJC fl/2J • D • 'REV/SE SleIDD TABLI916 tawn Lbu. • G"dd�: Mir F.K 12/17/02 • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • •• •• • • • ••• • • • ••• 6 " 13 TABLE 7. "0' & "1/4.12 -1/4 XOX" WINDOWS TEST REPORT: FTL, -3580 GLAZING OPTION: D. 7/16" LAMI (3/18"HS,.090.3/18'HS) _ _ _ _ t1LL "Q" SIZE$ I,aTOflQ' WIDE x63" HIGH AND ALL "1/4-1/2-1/4 XOX" SIZES UP TO 120' WIDE x 63" HIGH 1- 90.0170.0 COMPARATIVE ANALYSIS TABLE 6. "0" &'1/4- 12.114 XOX' WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL-4607, FTL4608 GLAZING OPTIONS: A. 5/18• LAMI (1/8'.0,.090,1/8 "HS) B. 5/18° LAMI (1/8'HS,.090,1/8"HS) C. 7/16" LAMI (3/18"A,.090,3/16'HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE 5/18' LAMI-W/1/5 .090 1firHS) F.13/18" LAMI (1B'A, AIR SPACE, 7/18" LAMI -W/ 3/16"A,.090,3/18'HS) HEIGHT 50 5/8 NEG [POS -51.1 61.1 - 75.0 70.0 *Cr 36 -90.0 70.0 -49.9 49.9 .37 3912 42 45 48 5012 53118 64 5812 57 5812 80 Mont By: FJC WIDTHS .LOX° A 72 74 79 84 90 98 101 106 3/8 108 111 114 B,E C,F A - 75.0 70.0 -90.0 70.0 48.9 48.9 B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A 8,6 C,F A B,E C,F A B,E C,F A B,E CF A 28 NEC POS -75.0 70.0 -75.0 -90.0 -76.0 -75.0 -90.0 -75.0 -75.0 -00.0 -75.0 -76.0 -00.0 -75.0 -75.0 -00.0 -76.0 -76.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -00.0 -75.0 -75.0 -90.0 -75.0 -76.0 -90.0 -74.2 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 3 NEG POS -75.0 70.0 -75.0 -90.0 -75.0 -76.0 -90.0 -75.0 -75.0 -00.0 70.0 -53,4 63.4 - 76.0 70.0 - 90.0 70.0 - 60.9 60.9 -90.0 - 70.0 - 56.4 58.4 - 75.0 70.0 - 90.0 70.0 - 63.8 63.8 -90.0 -75.0 -76.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -00.0 50.8 -75.0 -90.0 58.7 -75.0 -90.0 -682 -780 -00.0 57.1 -76.0 -90.0 58.2 -76.0 -90.0 -65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 662 70.0 70.0 680 36 -- NEG POS -75.0 70.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 - 82.4 -75.0 -00.0 -58.0 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -780 -00.0 484 -780 -90.0 -44.8 -76.0 -90.0 .43.4 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 82.4 70.0 70.0 68.0 - 75.070.0 - 90.0 70.0 54.3 54.3 -75.0 70.0 -90.0 70.0 51.3 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 48.4 70.0 70.0 44.8 70.0 70.0 43.4 38 3/8 43 NEG POS NEG POS -70.4 70.0 -80.4 80.4 -75.0 -90.0 -87.9 -75.0 -00.0 -82.1 -75.0 -00.0 -68.4 -75.0 -00.0 -64.8 -76.0 70.0 - 90.0 70.0 -51.4 51.4 - 75.0 70.0 - 88.0 70.0 - 48.7 48.7 -75.0 70.0 -88.2 70.0 48.8 48.8 -75.0 70.0 -80.9 70.0 -46.9 48.9 -76.0 -90.0 -51.1 -75.0 -90.0 -48.3 - 75.0 70.0 -75.7 70.0 442 44.2 -75.0 -90.0 -45.4 - 75.0 70.0 - 71.1 70.0 - 43.4 43.4 - 75.0 70.0 -70.1 70.0 42.2 422 -75.0 70.0 - 76.4 70.0 - 46.3 46.3 -75.0 70.0 -75.0 70.0 - 43.9 49.9 -75.0 -90.0 44.6 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -76.0 -00.0 -40.9 • CHANGE ANCHORS AND ADD 711' HT. OPTION 70.0 -76.0 70.0 -90.0 67.9 -59.0 70.0 70.0 -90.0 82.1 -55.7 70.0 -75.0 70.0 -90.0 68.4 -63.3 70.0 -75.0 70.0 -90.0 54.8 -59.3 70.0 -76.0 70.0 -90.0 51.1 -55.1 70.0 -75.0 70.0 -90.0 48.3 527 70.0 -76.0 70.0 -00.0 45.4 50.0 70.0 -75.0 70.0 -88.8 44.6 -49.1 70.0 -75.0 70.0 50.9 43.3 -47.5 - 75.0 70.0 58.4 68.4 -412 412 70.0 -780 70.0 -84.3 42.1 -48.2 70.0 -75.0 70.0 -81.8 40.9 -44.8 70.0 70.0 59.0 70.0' 70.0 55.7 70.0 70.0 63.3 70.0 70.0 593 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 462 70.0 70.0 44.6 48 NEG POS 54.3 54.3 - 75.0 70.0 - 90.0 70.0 -52.8 52.8 - 76.0 70.0 - 90.0 70.0 -49.8 49.8 - 75.0 70.0 - 76.0 70.0 - 812 70.0 - 48.1 46.1 - 780 70.0 - 72.6 70.0 - 42.5 42.5 - 76.0 70.0 - 70.7 70.0 -41.3 41.3 - 76.0 70.0 1070 TECHNOLOGY NAOKOMIS. Awns P.O. BOX 1329 NOKOMAS, f134274 -- 64 NEG POS -47.9 47.9 -76.0 -90.0 -48.4 -75.0 -90.0 -43.6 -75.0 -90.0 -60.0 -76.0 -90.0 47.6 -75.0 -81.8 -45.3 -76.0 -75.0 -43.5 -76.0 -70.3 -422 -75.0 589 -41.9 -75.0 -65.4 -40.8 -75.0 433.5 -39.8 -78.0 -61.8 -36.7 70.0 70.0 48.4 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0 47.5 70.0 70.0 45.3 70.0 70.0 43.5 70.0 70.0 422 70.0 00.8 41.9 70.0 66,4 40.8 70.0 83.6 39.8 70.0 61.8 38.7 57 - NEC POS - 44.8 44.8 -76.0 -90.0 43.5 -75.0 -90.0 -41.1 -75.0 -90.0 48.9 -75.0 -84.5 44.7 -75.0 -78.9 -42.5 -75.0 -70.7 -41.3 -76.0 58.8 -40.1 -75.0 -83.0 -39.8 -75.0 51.8 39.1 -75.0 50.1 38.6 -75.0 -68.7 37.6 70.0 70.0 43.5 70.0 70.0 41.1 70.0 70.0 48.9 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 66.8 40.1 70.0 83.0 39.8 70.0 81.6 39.1 70.0 60.1 38.5 70.0 68.7 37.8 OCT VLr/bb Better 00 NEC POS -42.2 422 -75.0 70.0 -90.0 70.0 -41.1 41.1 -75.0 70.0 - 90.0 70.0 -38.8 38.6 - 75.0 70.0 - 87.4 70,0 -44.3 44.3 - 76.0 70.0 - 79.7 70.0 -42.1 42.1 - 75.0 70.0 - 72.4 70.0 -40.4 40,4 - 75.0 70.0 -87.3 67.3 - 392 39.2 - 75.0 70.0 -63.6 83.5 - 38.0 38.0 -75.0 70.0 -80.0 60.0 - 37.8 37.6 - 76.0 70.0 -69.1 691 -37.2 372 - 74.3 70.0 - 67.5 57.5 - 38.7 38.7 - 73.3 70.0 589 66.9 - 38.1 36.1 83 NEG P08 - 39.7 39.7 -75.0 -90.0 -38.6 -75.0 -90.0 -38.5 -75.0 -832 -41.9 -76.0 -75.8 -39.7 -75.0 -892 -38.4 -76.0 -84.1 -37.1 -74.3 -80.6 382 -72.4 •57.3 -35.9 -71.8 58.4 -35.4 -70.8 54.8 -34.8 - 76.0 70.0 149,4 - 45.2145.2 42.81 -66.7 88.7 -40.2 40.2 -69.6 -63.2 -34.2 70.0 70.0 38.8 70.0 70.0 38.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 80.5 36.2 70.0 57.3 36.9 70.0 68.4 35.4 70.0 54.5 34.8 69.8 53.2 34.2 117 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 - 751 70.0 - 780 70.0 - 722 70.0 - 68.4 68.4 67 NEGIPOS 55.01 55.0 - 55.0155.0 72 NEOIPOS - 55.0155.0 55.0168.0 -55.01 55.0 56.0166.0 - 66.01 - 65.01 56.0 55.0155.0 -55.01 55.0 55.0155.0 - 55.01 55.0 - 66.0165.0 - 65.01 66.0 - 66.0156.0 - 5321532 55.01 55.0 - 52.81 52.e 49.8149.8 -53.81 63.8 -49.4149.4 ✓182148.2 528152.8 -48.41 48.4 4521452 51.1151.1 48.81 46.8 43.8143.6 49.4 C F -00.0 70.0 - 90.0 70.0 -901 70.0 -90.0 70.0 -79,4 70.0 49.0 89.0 54.9 84.9 -60.4 80.4 57.3 57.3 - 54.5 54.5 51.8 61.8 -47.8 47.8 -43.8 43.6 -41.7 41.7 A - 72.9 709 -63.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 40.4 40.4 -392 39.2 -37.8 379 36.7 38.7 - 35.5 35.5 33.7 33.7 120 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 76.0 70.0 -75.0 70.0 - 790 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 -90.0 70.0 - 77.1 70.0 -87.3 67.3 53.3 63.3 59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 -48.31 48.3 42.8142.8 -40.81 40.8 TABLE 7A - - • "0" & "1/4- 12 -1/4 XOX" WINDOWS TEST REPORTS: FTL -4807. FTL -4808 GLAZING IONSi 9. 7H8" WPM (3/46"H6,.090,3116'HS) 0.13/16" LAMI (1/8"A,AIR SPACE,7/18" LAMI -W/ 3/16'HS,.090,3/18'HS) •• • • 'ALL ° b' SIZES 'TO80"WIDEx76" HIGH AND ALL "1 / 412- 1 /4MX' SIZES UP TO 120" WIDE x78 "HIGH 55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR ® 1/4' SS4 CRETE -FLEX ANCHORS. 2. IF061STALLIWG WIT14#12 S€MEWS, DESIGNPRESSURE IS LIMITED TO 89.6 P.S.F. *mei*. Dam • Rant - FX 34503 • B • ADD GUNS E 1 TABLE 6• • • • Rowels)- 15aex 71 593 • • Ws: • 643,05 rte. C • ••■••■ 0 0,.0.115)- • - - - • o..r FK. 4Y0 C7L4h E PUS SHEET • • • Onelseem PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 0•04odc 1 •+ 1 Mat 04-740 1 NTS 78 NEC! POS 55.01 55.0 - 55.0165.0 42.8 1 2 O 1 4 x 0 Lutes A Tlmner, P.E. PE 06E201 Meahenkd FX 12/17102 • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 7 • 13 7045.8 • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 1 3 X 1 3 O 1 3 X GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8"HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 - 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -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 X 0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 49 1/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 57.7 67.7 - 64.9 64.9 482.7 62.7 - 80.4 60.4 0 X 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 53.9 63.9 - 80.0 60.0 58.5 58.5 - 56.2 58.2 - 53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 61.8 - 58.9 58.8 - 56.1 56.1 53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 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 55.6 -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 80.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 X4.8 44.8 -422 42.2 -39.7 39 7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 57.9 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 MlCTIelYi i • ' ' ' TABLE 9.. "XO° or "OX" & "1/3 -18-1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL-3729 GLAZING OPTIONS: B. 5/16' LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "11S,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1/8 "HS) ALL "X0' OR "OX" SIZES UP TO 74" WIDE x 83" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63' HIGH 1 -75.01 70.0 TABLE 10. "XO" or 'OX" & '1/3-1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 owl - • • GLAZING OPTION: C. 7/18' LAMI (3/16"A,.090,3/16 "HS) AU. "XO" OR "OX' SIZES UP TO 74" WIDE x 63' HIGH AND ALL "1/3- 1/3-1/3 XOX" SIZES LIP TO 111' WIDE x 63" HIGH 1-90.01 70.0 TABLE 10A. "XO" or "OX" & "1/3- 1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL-4608 GLAZING OPTIONS: C. 7/16" LAMI (3/18 "A,.090,3 /18"HS) F.13/18" LAMI (1/8 - A,AIR SPACE,7 /18" LAMI -W/ 3/16 A..090,3/1611S) ALL X0" OR "OX' SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3 -1/3-18 XOX" SIZES UP TO 111" WIDE x 78 HIGH 1-55.01 55.0 A NOTES: ® • • • • • • ••• • • 1. FOR INSTAL IN ION ORFONCREIZ TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CeTaraliX.N.HORS• • • • 2. IF INSTAILIA G=VI1:H #4i SCI VOS, QESIGIG PitESSURE IS LIMITED TO 69.6 P.S.F. r _ •• • ••• • • • ••• • • •• • • •••• '�"` ( F.K. 3 t 2 5 p b ADO SLAM T Y P E G E 7TYTABLt 9 • • 1070 TECHNOLOGY OWE NOKOML$ FL 34270 P.O. BOX 1529 NOKOMOS, P1.34274 V t/b& Better B PRESSURES - X0, OX & 1/3-1/3-1/3 XOX WINDOWS • NNW," F.K a_ 7/1W - • • NO CHANGE THIS SHEET tr ALUMINUM CASEMENT WINDOW, IMPACT Laces ATnr. P.E """'°" F.K °"' 623076 L CHANGE ANCHORS AND ADD 7r moron' OPTION tom, Or. F.K. Orr 12/174329 4 _ Ow • • • • • • • • • 111 • • "��"� CA-740 _ NTS "` 8 -, 13 p "" ""' 7045-8 _ D Pe $511201 MNdrt I • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• WIDTHS "XOX" VENT FIXED 89.264 19.125 88.919 24 95.973 27 108.649 30 115.892 32 122 33.887 123.135 34 126.000 34.791 130 35.898 130.378 38 31.014 38.919 42.973 48.849 51.892 54.827 55.135 58418 58.209 58.378 A B.E C,F A B,E C,F A B,E C,F B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG PCS NEG POS NEC POS NEGIPOS NEGIPO8 NEG - 90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 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 55.0155.0 55.0155.0 55.01 -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 -55.01 55.0 -55.01 55.0 -55.01 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 47.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -55.01 55.0 -55.01 55.0 -55.01 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.6 70.0 -73.8 70.0 49.7 69.7 -80.3 88.3 43.1 83.1 -55.01 55.0 -55.01 55.0 -52.21 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.5 70.0 -73.2 70.0 48.3 88.3 -64.8 54.8 41.4 81.4 58.8 58.8 ,-65.01 55.0 -80.91 50.9 -47.71 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -89.4 89.4 - 84.7 84.7 -81.0 61.0 -58.4 58.4 -55.7 55.7 - 52.1152.1 -47.71 47.7 44.81 -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 87.3 87.3 42.5 82.5 -59.2 59.2 58.5 68.6 - 63.8 53.8 -50.11 50.1 -45.81 45.8 -43.01 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.8 70.0 49.3 59.3,.-65.3 85.3 80.8 80.8 57.8 57.8 54.7 54.7 51.9 51.9 48.1148.1 43.9143.9 41.91 COMP 134 Fl( 12/17.02 TIME ANALYSIS TABLE 11. GLAZING OPTIONS: A. 5/18" LAMI (1/8 "A,.090,1/8"HS) B. 5/18" LAMI (1/8"HS,.090,1/8 "HS) C. 7/18" LAMI (3/16 ".0,.090,3118 "HS) E. 13/18" LAMI (1/8"HS 3/8" SPACE,5M8" LAMI -W/ 1/8"HS,.09018118) F. 13/16' LAMI (18 "A,AIR SPACE 7/18" LAMI -W/ 3/16 "',.090 • 26 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 -84.8 84.9 -80.8 80.8 - 58.1 58.1 - 58.1 58.1 -53.3 53.3 -50.5 50.5 -75.0 44.1 -75.0 -49.1 70.0 50.4 70.0 55.2 -75.0 -47.5 -75.0 -52.8 -75.0 -75.0 -76.0 -75.0 70.0 60.7 70.0 47.4 -75.0 -48.2 -75.0 -45.5 -75.0 -44.9 -75.0 -42.7 -75.0 -75.0 -75.0 -76.0 -75.0 42.8 -75.0 -41.4 -75.0 -76.0 -75.0 -41.1 -75.0 -42.4 -75.0 -75.0 -75.0 -41.6 -75.0 -40.2 -75.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 48.8 88.8 44.1 84.1 80.5 60.6 -57.9 57.9 - 55.2 55.2 -51.51 51.5 472147.2 - 44.0144.0 -75.0 -75.0 48.9 -75.0 404 -76.0 -74.4 -75.0 -74.3 -75.0 A -72.9 37 80 B,E -75.0 C,F -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0, 70.0 70.0 -76.0 -38.8 -75.0 -40.3 70.0 70.0 70.0 70.0 70.0 70.0 38 -75.0 49.1 -75.0 40.5 -75.0 -53.5 -75.0 -49.9 -75.0 -47.3 -75.0 -45.8 -75.0 45.5 -75.0 43.8 -75.0 -43.5 -75.0 -42.2 -75.0 -90.0 70.0 89.1 70.0 80.5 70.0 63.5 70.0 49.9 70.0 47.3 70.0 48.8 70.0 45.5 70.0 43.8 70.0 43.5 70.0 42.2 70.0 70.0 -75.0 -83.4 -75.0 -57.2 -75.0 -50.4 -75.0 48.8 -75.0 -44.0 -76.0 43.8 -75.0 -42.8 -75.0 -41.2 -75.0 -41.0 -75.0 -39.7 -75.0 -90.0 38 3/8 70.0 83.4 70.0 57.2 70.0 50.4 70.0 48.8 70.0 44.0 70.0 43.8 70.0 42.8 70.0 41.2 70.0 41.0 70.0 38.7 70.0 70.0 Newsday Mow ___ FIL 525= • e • A00 GLASS PIPE ETO TABLE 1 • • • Newsday: __ - WwWw FJC 7/10,07 • C • 1 N0 C1 4 G NISI VEr • • • • P..dax o.t Tare! _ FJC 84585 0 CHANGE ANCHORS AND ADO 7B - HEIGHT OPIK7N 43 -75.0 -58.5 -75.0 42.1 -75.0 -64.6 -75.0 -51.3 -75.0 -48.4 -75.0 -47.9 -75.0 48.7 -75.0 -45.1 -75.0 45.0 -75.0 43.5 -75.0 -77.1 70.0 58.5 70.0 82.1 70.0 64. 70.0 51.3 70.0 48.4 70.0 47.9 70.0 48.7 70.0 45.1 70.0 45.0 70.0 43.5 70.0 70.0 48 -75.0 -50.4 -75.0 -55.2 -75.0 -50.7 -75.0 47.4 -75.0 -44.7 -75.0 -44.3 -75.0 -43.1 -75. 41.5 -76.0 41.4 -76.0 -40.4 -75.0 47.3 70.0 44.7 70.0 44.3 70.0 43.1 0 70.0 41.5 70.0 41.4 70.0 40.4 70.0 87.3. "XO" or "OX" 8 'XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL3680, FTL -3582, FTL -3729, FTL4807, FTL -4808 -75.0 83.3 50 58 P.O. BOX 1579 NOKOMIS. PL 34274 70.0 47.5 70.0 628 70.0 48.2 70.0 45.5 70.0 42.8 70.0 42.4 70.0 41.8 70.0 40.4 70.0 40.3 70.0 39.2 70.0 83.3 1070 TECHNOLOGY 0PIVE NOK04B, PL P4T75 HEIGHT 54 -75.0 -59.1 70.0 44.1 70.0 49.1 70.0 44.9 70.0 42.7 70.0 41.4 70.0 41.1 70.0 40.2 70.0 38.9 70.0 38.8 70.0 37.7 70.0 59.1 VL,ih/y Better 57 -75.0 41.8 -75.0 482 -75.0 -42.0 -75.0 -40.7 -75.0 -39.5 -75.0 -39.3 -75.0 38.7 -75A 37.7 -75.0 -37.8 -75.0 -38.7 -73.3 -55.9 70.0 41.8 70.0 48.2 70.0 42.0 70.0 .40.7 70.0 39.6 70.0 39.3 70.0 38.7 70.0 37.7 70.0 37.8 70.0 38.7 70.0 55.9 80 -75.0 -39.2 -75.0 43.8 -75.0 -40.1 -75.0 -38.8 -75.0 37.6 -74.9 -37.3 -74.8 -38.9 -73.7 -382 -72.4 -38.1 -72.3 -35.5 -71.0 53.0 70.0 39.2 70.0 43.8 70.0 40.1 70.0 38.8 70.0 37.5 70.0 37.3 70.0 38.9 70.0 382 70.0 38.1 70.0 35.5 70.0 63.0_ 83 -75.0 -38.9 -73.8 -41.1 -75.0 -38.0 -75.0 38.8 -732 -35.7 -71.4 -35.5 -71.0 35.0 -70.1 -34.3 48.8 -34.3 48.5 -33.7 -87.4 -60.0 70.0 38.9 70.0 41.1 70.0 38.0 70.0 38.8 70.0 35.7 70.0 70.0 70.0 34.3 -37.7 33.7 50.0 87 72 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. 42.8142.8 POS 55.0 52.2 43.0 41.9 40.8140.8 "XO" & "Or WINDOW VVIDTHS EQUAL THE SUM OF THE VENT IMDTH AND THE FIXED WIDTH. TABLE 12. "XO' or 'Or & WV' - UNEQUAL LITE TEST REPORT: FR.4580 AU. "X0r SIZES UP TO 134' WIDE x133* HIGH WITH 37" MAX VENT WIDTH AND er MAX. FIXED WIDTH AND AU- *X0" Of 'OX" SIZES UP TO 97' WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH 1 40.01 70.0 ALL *mote savour 12 114" 4)°1-11Gl 37" MAX. VENT WIDTH AND 80" PAAX. FIXED WIDTH AND ALL "X& er:OV SQVE tipix4r WIIIE4ar - HIM WITH 37" MAX. VENT WIDTH AND 80' MAX. FIXED WIDTH _r PRESSURES- UNEQUAL CONFIG XO, OX & XOX AL UMINUM CASEMENT WINDOW, IMPACT CA-740 Nrs 9 ▪ 13 I 70454 11 UNEQUAL UTES UNEQUAL UlES UNEQUAL UTES A z iv.,_Vor Lucas Turner. RE. PE 058201 Mechankal MAX. HEIGHT (SEE SHTS. 3 & 4) • • ••• • • • • • • • • • • ••• • • • • • • •• •• • • • • • ••• • i o n 0 O IMP •• its • • •• Ch • • •Y • • • • • • • • VERTICALSENN ••• CT •• OPERABLE UNIT ADO r (T8'I4I GLUING BEAr:rrE; • : • • • •• • CNa SH>'NO. REF AND ADD IMAM • ••• • • • • • • • • •• • • ••• MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) • MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT OOK 3/1509: hM By u.r. • 7nag9� 8'231x5 oar 12/17/02 • ••• • Chador d 1878 TECHNOLOGY DRIVE NOX0183, 9.34275 P.O. SOX 1570 AMMO, R. 34274 REFERENCE "X0° & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT I-..- DAYLIGHT OPENING e (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX W W W MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X IE 1 ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better """"a""" a.+. aa.r•nr CA-740 NTS 10 a 13 7045-8 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 GOO MIDeucrr xtvao « z- Lucas A Tumor , P.E PE ME32G7 Mechanics' I•. Fit FX. FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X' FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X° FRAME JAMB / "O' FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL D . 623,06 • cow 12/17102 FRAME HEAD OR SILL • .• a• • • • ,.••r.• 32&03 • 8 • 7l 7 710/03 #8x1 QUAD PH SMS (2) PER CORNER D• #12x1 PH TEK SMS 13' MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID-SPAN • •• • • NOCNANODTHl3 MEET • • - • • • • • • • • • NCICHANGE3171413 SWEET • • • • • • • •• • • • IOO 11 . 9469 • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 2.784° 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .095° CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 = " ,r�•sr ••• .rs ••+ola O NTS 11 + 13 I 70458 7070 TECHNOLOGY ORM EXTRUSIONS & ASSEMBLY DETAILS NOKOLf18. FL 34275 HIGT TM' P.O. ear 1528 ALUMINUM CASEMENT WINDOW, IMPACT NOKONL4. R 30274 Viably &nrr .062" NOM. I _ 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A D Leos A. V42no'. P.E. PE 068201 • Msdr4wl 2.919" PARTS LIST ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 26 30 31 32 33 40 41 43 44 45 46 50 51 32 53 54 55 67 68 69 70 71 72 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 •• 7004A • 70ri -- 7012 7019 7018 POT. # 781 PQA 781PQA 67017K 78X78PPSMS 7858ZA 710x12FP 677247 6163K 61635K 60976 " 78212P91"W/B • 6 D• 71 1573 7FLDHD • 6.• DESCRIPTION MAIN FRAME - HEAD, SIRL & JAMBS #8 X 1 QUAD PH SMS FRAME CORNER KRY 1/2"X1/2°X1/8" r °X118" CLOSnn CE FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS #8XIQUADPHSMS BULB WEATHERSTRIP .187X.240 SASH GARNER KEY MAXIM MULTI -POINT TACK , LOCK SUPPORT PLATE 810-24 X.562 PH. PN. TYPE F MULTI -LOCK KEE'PE'R (R.1 & L.H.) #8 X .873 Pa PN. SMS TIE BAR GUIDE 11E RAR ASSRMRLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8.32 X 375 PH. PN. TYPE B STUD BRACKET (LH. & AIL) #8 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) #10 X.SOOPILPHL 5/16° LAMINATED (1/8A & VIM GLASS) .090 INTFRIAYER - SOLIT IA OR DUPONT PVB 5/16' LAMINATED (I/8H3 & 1/8HS GLASS) .090INTERIAYER- SOLUTIA OR DUPONT PVB 7/16' LAMINATED (3/16A & 3/161LS GLASS) .090INTFRIAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /161IS & 3 /161LS GLASS) .090INTERLAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/167 GLAZING BEAD (7/16") W VINYL BULB STP (DECK) SILBCONE - DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATID FN CASENPSCREEN CUP r ETIENT • • • • - • — LACK SPACER SNAP ON T- HANDLE KNOB FOLDING HANDLE • • FIC FJC Omen Oalw 325/01 • Daly 7/10K9P • saws • R • • • 4 Mw W! a d..dBy • FK ay: Dab: F.K 12117/02 ••• ••• • • • • • • • • • •• •• • • ADD 13ICIG outs A OLAV*3 BRAD• NO C254.1018•1111. 8NEET • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • ••• • • • ADD EWA! 10!16#41, SIUGONE AND ADD ITEMS 87, 88 AND 89 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1829 140801 1113 R31274 PARTS LIST CONT. 74 75 80 81 82 83 85 86 87 88 89 DWG# 7025 7016 7005A 1155 7010 7007 7047 7071 PGT. # 70834A 781 PQA 67407 13/16" 13/16" 13/16" 67071 DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER #8 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & IAMBS #8 X 1 QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER GLAZING BEAD (13/16" LG.) L(i. GLASS (I/8 "HS, MR SPACE, 5 /16"LAMI) 5/16" LAMP. (2) ICES OF 1/8'HS GLASS WITH AN.090INiFRLAYER - SOLUTIA OR DUPONT PVB I.G. GLASS (1/8"HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAMI 3/16A & 3/1614 GLASS VRI H AN.090 INTRRIAYER - SOLUTIA OR DUPONT PVB LG. GLASS (IB"HS, AIR SPACE, 7 /16"LADO) 7/16" LAM1 3/16115 & 3/16115 GLASS WITH AN.090INTCRLAYFR - SOLUTIA OR DUPONT PVB CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" 0 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523 050" ® 0 7/16" GLAZING BEAD MATL: 6083 -T6 DWG# 7042 Visibly Better nr .865' 50 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 CA-740 IN 993" 289" .040" --I I-- .172" 870" .°5c„ F� .569" 0 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" —� .062' PARTS LIST B EXTRUSIONS 12 d 13 r+ � 7045 -8 -�1 1.124"r- 2.701 .093" (ID CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A ALUMINUM CASEMENT WINDOW, IMPACT INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 i Luxe. A. name. P.E. P8868101 M ec rid