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WINDOWS AND SHUTTERSBUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Tenant/Lessee Name $ Value of Work For this Permit Code Enforcement $ Total Fee Now Due $ 0 (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ■ Permit No. 77P/2_,.; _� 1 ster Permit No. Electrical 'Aumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) tC l 'P) .0 €12 Q Phone # Owner's Address 17- 35 tJ b'd -jT city OTItchw1 44'I"D2LS State EL— Zip 3 313€5 Phone # Job Address (where the work is being done) / Q3 .-T City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name l'(Ale-i- l'1.1--1.1 Phone # Contractor's Address Q5L0 _ €'1.--) ave._ . � � Q 1 City trek D1 .pY � 1� Zip 3L 1 Qualifier Y-F Vi t i �.(,c - z6 ; Architect/Engineer's Name (if applicable) Phone # 12,400t . Square Footage Of Work: Type of Work: ['Addition ]Alteration New ❑ Repair/Replace El Demolition Describe Work: � f1i O P Q 1 Lip nrin I 113 c h uuv1.u' ilix-) e rp 1 1 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ 56 y ''--- Permit Fee $ 700 CCF $ 74 CO /CC Notary $ Training/Education Fee $ p (6 0 Technology Fee $ 7i 50 Scanning $ Radon $ Zoning Bond $ Structural Plan Review. $ Sign: Print: 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 FrAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is •issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature P f BLIC: NOTAR My Commission Expires: 6) 7 , / ,_/ APPLICATION APPROVED BY: Chc 12/15/03 Signatur Owner or Agent The foregoing instrument was acknowledged before me this �G The foregoing ' strument was acknowledged before me this • Ali .. As identificatio. Dboit. pan %or 1D,4s 1 1.— 1, (1 ! ' A6 issron CC996822 jj 27 2005 o did take an oat c� ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** A M1�U11 , 20 0 by day dad , 200L1, by P--re— 1 c4..d day of o me or whn . ntificatio who is personally known to me or who ha •r.duced 1�JL /3 who is personally kn oath. NOTARY PUBLIC' Sign: Print: My Commission Expires: NAR -1 E5 /oft/Jo? (Certificate of Competency Holder) //�� / State Certificate or Registration No. Certificate of Competency No. 6571 /So,/ la ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2005 -269 Printed: 3/15/2005 Applicant: NICOLAS CAMINO Owner: CAMINO NICOLAS JOB ADDRESS: 1235 NE 93 ST Contractor MARATHON CONSTRUCTION Contractor's Address: 1901 NW 81 ST AVE Local Phone: 954- 596 -8581 Parcel # 1132050270040 Legal Description: BAY LURE Fees: Description Amount FEE2005 -3326 Building Fee $300.00 FEE2005 -3327 CCF $7.80 FEE2005 -3328 Training and Education Fee $2.60 FEE2005 -3329 Technology Fee $7.50 FEE2005 -3330 Scanning Fee $21.00 FEE2005 -3331 Submittal Fee ($50.00) Total Fees: $288.90 Total Fees: $288.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 8/24/2005 Construction Value: $12,400.00 Work: REPLACE 10 WINDOWS WITH 10 HURRICANE PANELS Page 1 of 1 PB 44-63 LOT 4 LESS W25FT 8, W25FT LOT 5 BLK 1 yo 2 3 PA \D liltg 2' Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: .M...'i i�.. ; w i�L,L•, .._._, ATiWRI1EIPARKMUST BE POSTED ON THE JOB S1TE AT TIME OF FIRST:INS.PECT1ON: PERMIT NO. TAX FOLIO NO, fr 700940 •STATE OF FLORIDA: COUNTY OF "47/7/ -6 Z'~ 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: (35 • cy\ l G.t. Y\ t 1 o - S FA 2. Description of improvement: 3. Owner(s) name and address: Name and address: Amount of bond $_ e Lender's name and address: different date is specified) Sworn to and subSSribed Notary Public Print Notary's Name My commission expires: 12..0t•52 PAvE.':102 Interest in property: Name and address of fee simple titleholder: t0 L r) �) r' rte. • •.+1 4. Contractor's namg,and address. - �—' l • 10 o • L 1 . 33 Y 4 �Cn. I / 5. Surety: (Payment bond reViired by owner from contractor, if any) cTary rc rr -m-, C.: R r -y in; ci r rota A i • 7 IRI 1 CFN 2t,005Rr0251611 OR Bk 23166 Ps 4421;' (ips) RECORDED 03/15/2005 09:31:18 HARVEY RUVINP CLERK OF COURT NIAI'II -DA(E COUNTY. FLORIDA LAST PAGI: 3S ' 4i'. "•ii:•j'• rry • ," ter' 1 ,711R I t \+ - •- f'='- vtf 7. Persons within the state of Florida designate by Owner 40.0_W LTI10 - r *� • •carriiien s' served as provided by Section s)7., Florida St utes, 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), Flor 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 attire o Owner Print Owner's Name+ \C )<l Prepared by , c \A , 20 "444, ps�,K,e i+ n cc ress: Opp p t rtA • u J m �"" of rt. , k 't-L Advisor ID Number `q Tech ID Number 1 == XXXXXX Hourly Rate 5.15 hour 5.1 Regular Hourly Pay j xxxxxx Regular Pay Overtime Hourly Pay xxxxxx Overtime Pay 7.72 hour 7.72=-hour Total Pay xxxxxx Total Pay Mileage Reimburse xxxxxx Other Commission Earned $c °'' - Other Miscellaneous Pay $ - Total Daily Pay S - Total Daily Pay 3) Outside salesman and Technician Recap 32 Mia.xls �j // ,�/ Date Work Performed: 9- ge° — 2004 Sales Advisor #6' Name: �i'�/ 4( Customer Name 1) ,& /z0F ,e 2 ) R.9S / Mileage Start: Asst Tech 1 # ame: Workorder# 9001/ Sales Advisor a 0 01 $ - the corporate office. Mileage end: Branch Managers Signature: Tolls /Parking: Telephone Other: echnician 1 •Technician2 Asst Tech 2 # Name: 0 U c 0 Za v 9 /9 'Description Item #1 Description Item #2 Technician # Technician # Print Technician Name, First, Last Tech Signature Chargeable Tech RETURNED FILTERS FROM CUSTOMER Workorder# Workorder# Size Size Work Performed at Job Site /Filter Size Cash Amt Redo Amt Time In: �� Time Out: 4 Hrs: Technicians pay description All technicians earn a reguiar hourly rate of pay which is minimum wage or ($5.15) whichever is greater. Te�prans are required to perform all labor during the day. Lifting machines, installation of parts, all air duct cleaning and tune -ups. Technician 1 Signature: Sales Advisors Job 1 -; ion All earned commission is based on the net sales amount. All parts and materials will be deducted from the job prior to calculating Sales Advisors Commissions., Sales Advisor hereby acknowledges that he /she has spent more than 80% of the workday directly selling goods or services to the above customers. Sales Advisor is employed as outside sales consultant, and is not eligible for hour s. Sales Advisor Signature: 0 O 0 Overtime Hrs: Miami $ $ $ 0 O O O a e o o Technicians 2 Signature r 6 . -2" x 5 10 9 6'4° 6 x 5 9 8 SUERO 1235 NE 93RD STREET MIAMI SHORES, FLORIDA 33138 1903115 13 12-5x 4 6'-0"x 8 7 6 3Vx '11 5 4 3 e ? C3 Suero =,OR_DA 31,11.J_1‘O CODS, 200"_ D S'GN ?'RESSUR;S' OR O?;NINGS BUILDING:DATA: >:> ....... ............................... Wind Velocity (mph) 150 Importance Factor 1.00 Exposure Category C Internal Pressure Coefficient + 0.18 Mean Roof Height (ft) Building Width (ft) Building Length (ft) Roof Slope (x:12) OPENING' OPENING MARK DESCRIPTION 1 Panels Only 2 PW w/ panels 3 Casement w /panels 4 Casement w /panels 5 Casement w /panels 6 Panels Only 7 Panels Only 8 Panels Only LOCATION ZONE 5 5 5 5 15 60 35 2 5 5 5 5 9 Panels Only 5 3 9.4 10 Panels Only 5 3 6.2 11 Casement w /panels 5 3 3 12 Casement w /panels 5 3 3 13.. Case /PW /Case Mulled 5 3 12.5 w /panels OPENING ELEV. (ft) 3 3 3 3 3 6.2 3 3 3 6 3 6.2 ( VERSION 1.01 ) OPENING DIMENSIONS WIDTH (ft) HEIGHT (ft) 3 6.8 9.5 6.2 3.1 STRUCTURES INTERNATIONAL, LLC 3.3 3.3 3.3 Copyright 2002, Structures International, LLC Company Mararthon Construction:: Prepared By sr -off .... ..- .... Client Name Suero Job Description 1235 NE 93rd Street Miami Shores Job Number MAXIMUM POSITIVE PRESSURE (psf) 42.8 41.6 42.8 44.8 3.3 42.8 -55.7 7;1 42.7 -55.5 6.8 40.9 -51.8 5.3 41.5 53.0 6.3 :.: .... 39.8 -49.6 5.3 41.5 53.0 3.2 44.9 -59.8 4'.2 44.2 -58.5 4.3 40.1 -50.2 Width of Edge Strip (a) in feet = 3.5 1903115.0 MAXIMUM NEGATIVE PRESSURE (psf) -55.8 53.3 55.7 59.7 2/23/2005, M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW 701" Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 4210, titled "Aluminum Fixed Window ", sheets 1 through 5, dated 2/19/97, with revision F dated 6/6/03, prepared by manufacturer, 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: None 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 revises and replaces NOA # 02- 0423.08 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02 -0806.04 Expiration Date: February 25, 2006 Approval Date: July 24, 2003 Page 1 COMPARATIVE ANALYSIS FOR 3/16' ANNEALED GLASS FTL -1530 WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 5 50.62554) 63.00014) 74.00055) NEG POS NEG POS NEG POS NEG POS NEG POS 18.000 (2) -120.0 120.0 -120.0 120.0 -106.0 106.0 -99.3 99.3 -92.8 92.8 19.125 (2) -120.0 120.0 -113.7 113.7 - 94.5 94.5 - 86.5 86.5 -81.4 81.4 24.000 (2) -120.0 120.0 - 84.3 84.3 -63.6 63.6 -55.7 55.7 - 50.1 50.1 26.500 (2) -114.2 114.2 -75.5 75.5 - 54.8 54.8 -47.8 47.8 -41.4 41.4 30.000 (2) - 98.9 98.9 - 67.8 67.8 -50.4 50.4 -41.1 41.1 -34.0 34.0 32.000 (3) -91.3 91.3 - 65.1 65.1 -48.3 48.3 -39.3 39.3 -31.7 31.7 36.000 (3) -82.0 82.0 - 60.2 60.2 -45.0 45.0 -37.3 37.3 -29.4 29.4 37.000 (3) -79.6 79.6 -59.1 59.1 - 44.5 44.5 -37.2 37.2 -29.1 29.1 20MPARAUVE ANALYSIS FOR: 3/16' TEMPERED GLASS FTL -1530 WINDOW WIDTH WINDOW HEIGHT 26.00052) 38.375 53) 50.62554) 63.000 (4) 74.00055) NEG POS NEG POS NEG POS NEG POS NEG POS 18.000 (2) -135.0 133.3 - 135.0 133.3 -135.0 133.3 -134.2 133.3 -105.3 105.3 19.125 (2) -135.0 133.3 -135.0 '33.3 -135.0 133.3 -127.7 127.7 -100.0 100.0 24.000 (2) -135.0 133.3 -135.0 '33.3 -132.9 132.9 -107.0 107.0 -82.8 82.8 26.500 (2) -121.5 121.5 -117.0 ' 17.0 -117.0 117.0 - 99.5 99.5 -76.5 76.5 30.000 (2) -121.5 121.5 -91.3 91.3 -91.3 91.3 -91.3 91.3 -69.6 69.6 32.000 (3) -121.5 121.5 -80.2 80.2 - 80.2 80.2 -80.2 80.2 -66.4 66.4 36.000 (3) -121.5 121.5 -63.4 53.4 -63.4 63.4 -63.4 63.4 -61.1 61.1 37.000 (3) -121.5 121.5 -60.0 80. -60.0 60.0 -60.0 60.0 -60.0 60.0 COMPARATIVE ANALYSIS FOR: 1/4" TEMPERED GLASS FTL -1537 WINDOW WIDTH WINDOW HEIGHT 26.00012) 38.375 (3) 53.62554) 63.00014) 74.00055) NEG POS NEG POS NEG I POS NEG POS NEG POS 18900 (2) -190.0 133.3 -190.0 133.3 -190.0 133.3 -156.6 133.3 -122.9 122.9 19.125 (2) -190.0 133.3 -190.0 133.3 -183.0 133.3 -149.0 133.3 -116.6 116.6 24.000 (2) -186.4 133.3 -166.4 133.3 -155.1 133.3 -124.8 124.8 - 96.6 96.6 26.500 (2) -141.8 133.3 -136.5 133.3 -136.5 133.3 -116.0 118.0 -89.3 89.3 30.000 (2) -141.8 133.3 -108.5 106.5 -106.5 106.5 -106.5 106.5 -81.2 81.2 32.000 (3) -141.8 133.3 - 93.6 93.6 -93.6 93.8 -93.6 93.8 - 77.4 77.4 36.000 (3) -141.8 133.3 - 73.9 73.9 -73.9 73.9 -73.9 73.9 -71.3 71.3 37.000 (3) -141.8 133.3 -70.0 70.0 -70.0 70.0 -70.0 70.0 -70.0 70.0 INOTE: NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. NON - IMPACT WINDOWS 1. GLAZING OPTIONS: A. 37" x 74' - 3/16' ANNEALED B. 37° x 74" - 3/16' TEMPERED C. 37' x 74' - 1/4' TEMPERED 2. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS I34SED ON 7 PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: 0' 4. REFERENCE TEST REPORTS: FR.-1530 & FR-1537 5. SHUTTER R£OUIREMENT.• MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REOUIRED. 6. ANCHORAGE: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL' 11.000 MAX. SPACING AT JAMBS: 16.000 7. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN WA/I -DADE COUNTY. 34' MAX. DAYLIGHT OPENING 3I MAX. 3/16' ANNEALED OR TEMPERED GLASS Robert L Dore. P.E. PE /39712 Structural //2" GLASS BITE GLAZING DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 71' MAX. DAYLIGHT OPENING T ■ 74" MAX. Raved By: F. K. Roved By: FK Roved By FK Roved By. FK Drown By: D.B. 116,: SerN- /YOaM: PW -701 Date: 6/6/03 Dote: 7/26/02 Oat.: 4 1 / /01 Oa e: 2 19/97 1/4 TEMPERED GLASS -+{ RevNJons: F -NO CHG THIS SHT Revisone: E -NO CHG THIS SHT &Mations: REDRAWN/UPDATE E1300 Revisions: ADD LG MISS. TABLE ELEVATIONS, NON- IMPACT (37" x 74") ALUMINUM FIXED .WINDOW Scale: NTS Sheet 1 o! 5 Drowhq No. PRODUCT REVISED Bac�Co the Florid. Acceptance No Date 4210 Rev. COMPARATIVE ANALYSIS F_ OR: 3116" TEA PERED GLASS FTL -1532 WINDOW WIDTH WINDOW HEIGHT 26.00012) 38.375 14) 50.62515) 60.000 (6) NEG POS NEG POS NEG I POS NEG POS 19.125 (2) -135.0 133.3 -135.0 133.3 -135.0 133.3 -135.0 133.3 26.500 (3) -135.0 133.3 -135.0 133.3 -135.0 133.3 -135.0 133.3 37.000 (4) -135.0 1333 -135.0 133.3 -135.0 133.3 -135.0 133.3 53.125 (5) -135.0 133.3 -135.0 133.3 -84.3 84.3 -73.5 76.5 60.000 (6) -135.0 133.3 -135.0 133.3 -84.3 84.3 -63.0 60.0 72.000 (7) -1350 1333 -118.7 118.7 -84.3 84.3 -60.0 60.0 84.000 (8) -135.0 133.3 -97.9 97.9 -84.3 84.3 -60.0 60.0 96.000 (9) -135.0 133.3 -81.2 81.2 -78.4 78.4 -60.0 60.0 120.000 (11) -116.5 116.5 -67.8 67.8 -55.7 55.7 -57.4 57.4 COMPARATIVE ANALYSIS FOR; 114" TEMPERED GLASS FTL -1550 WINDOW WIDTH WINDOW HEIGHT 26.0002) 38.375 J4) 50.625_(5) 60.000 (6) NEG I POS NEG POS NEG POS NEG POS 19.125 (2) -190.0 133.3 -190.0 133.3 -190.0 133.3 -190.0 133.3 26.500 (3) -190.0 133.3 -190.0 133.3 -190.0 133.3 -190.0 133.3 37.000 (4) -190.0 133.3 -157.8 133.3 -157.8 133.3 -157.8 1313 53.125 (5) -190.0 133.3 -146.7 133.3 - 84.3 84.3 -76.5 76.5 60.000 (6) -190.0 133.3 -146.7 133.3 -84.3 84.3 - 60.0 60.0 72.000 (7) -190.0 133.3 -146.7 133.3 -84.3 84.3 - 60.0 60.0 84.000 (8) -175.5 133.3 -126.5 126.5 -84.3 84.3 -60.0 60.0 96.000 (9) -150.1 133.3 -109.9 109.9 - 84.3 84.3 - 60.0 60.0 120.000 (11) -116.5 116.5 - 83.7 83.7 -67.8 67.6 - 60.0 60.0 NOTE: NUMBERS IN (1 PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. NON - IMPACT WINDOWS 1. GLAZING OPTIONS A. 120" x 60" - 3/16" TEMPERED B. 120" x 60" - 1/4" TEMPERED 2. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1.300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND CLASS TABLES ASTM E 1300 -98. J. CONFIGURATIONS: 0" 4. REFERENCE TEST REPORTS: FTL -1532 & FL -1550 5. SHUTTER REQUIREMENT.- ML4Ml -DARE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. ANCHORAGE: MAX. 6 FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 60" MAX. 3/16" TEMPERED GLASS -.1 h-- O / / 117" MAX. DAYLIGHT OPENING Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 120" MAX. 1/4 TEMPERED GLASS Raved 8 N Dote: Revisions: F.K. 6/6/03 F -NO CHG THIS SHT GLAZING DFTAILS FK 7/26/02 Rend 65c Data: FK 4/18/01 FK 1/4/01 Drown : Date 0.8. 2/19/97 Das Option: 1i8a: Serfes/Ifodel: Scots: Sheet: E -NO CHG THIS SHT Revisions: REDRAWN /UPDATE E1300 Revisions: ADO LG MISS. TABLE ELEVATIONS, NON- IMPACT (120" x 60 "0 ALUMINUM FIXED WINDOW PRODUCT REVISED es complying with Mc Florida Boidtag Cade Accepts= No E . Indua Date Drawing No PW -701 NTS 2 a 5 4210 57" MAX. DAYLIGHT OPENING Raw F SECTION B -B 1.500 O ALUM. 6063 —T5 /7/ Robert L park. P.E. PE 139712 Structural SECTION A -A O ALUM. 6063 —T5 .062 — INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 v.0. BOX 1529 NOKOMIS, FL 34274 rue: 2.784 OR O O ALUM. 6063 —T5 Series/ttod.i Scale: Sheet: PW -701 NTS 3 of 5 1.500 Revad By: Dots: Revisions: F.K. 6/6/03 F— REMOVE 19 & 111 Rend BY: t : Revisions: FK ) 26/02 E —NO CHG THIS SHT Rend By: Data: Revision: - 4 18 01 NO CHG 1H!S SHT e: Ma�pla' FK 1/4/01 ADD LG MISS. TABLE Drown By: Dot. D. B. 2/19/97 Descrtptlon: SECTIONS & EXTRUSIONS ALUMINUM FIXED WINDOW PRODUCT i:Ev JSED es complying with the Florida Belding Code Acceptance No p / �.:., . .. Date Droning No. 4210 Rev: F Robert L Clark, P.E. PE #39712 Structural ITEM 1 2 3 4 5 6 7 8 10 12 13 PART NO. 612241 612242 612234 1224 1225 78X1PPA 62899 6SM55W INDUSTRIES 7070 TECHNOLOGY DRIVE NOKOMIS, a 34275 P.O. BOX 1529 NOKOMIS, FL 34274 DESCRIPTION OF PART TYPE Frame Head & Sill Frame Jambs Glazing Bead (Snap —in) Glazing Bead Bulb Gasket Glazing Bead Bulb Gasket x 1.000 Phil. Pan Hd. SMS Silicon Back bedding 3/16" Annealed Glass 3/16" Temp. Glass 1/4" Temp.Glass Seam Sealer 7,26/02 Date: 4/18/01 Dote: 1/4/01 Raved By F.K. Revad By. FK Raved By. FK Raved By FK Drown 9y: D.B. Dote: 6/6/03 Do 2 19/97 Revisions: F— REMOVE SG457 Revi sions: E —NO CHG THIS SHT Revisions: NO CHG THIS Siff Revisions: ADD LG MISS. TABLE SerMe/Model: PW - 701 Sooi.. NTS VENDOR Alumax Alumax Alumax Team Plastics Team Plastics Merchants Fasteners Dow Corning PPG, LOF PPG, LOF PPG, LOF Schnee — Morehead Sheet: 4 as 5 VENDOR NO. AF -12241 AF -12242 AF -12234 TP -247 TP -248 899 SM5504 PRODUCT REVISED as complying with the Florida Budding Code Acceptance No Date ASSEMBLY & PARTS LIST Title: ALUMINUM FIXED WINDOW Drawing No. 4210 Rev: 1 x WOOD BUCK 1/4" MAX. SHIM C D TYP. HEAD, SILL JAMB TYP. SILL Robert L park. P.E. PE 139712 Structural #10 WOOD SCREW 1/4" MAX. SHIM 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 f 1 1/4" MIN. TYP. HEAD, SILL JAMB Rend By: F.K. Rend By: FK Rem/ N) Rend FX Tale, Series/Model: PW -701 2 x WOOD BUCK Dote, Revblone: 6/6/03 F —NO CHG THIS SHT 7, 7 ,726/02 E —NO CHG THIS SHT Dote: Revisions: 4/18/01 UPDATE TO FRACTIONS 0c is Revisions: 1/4/01 ADD LG MISS. TABLE Dote, 2/19/97 Drown 9y: D.B. Description: ANCHORAGE ALUMINUM FIXED WINDOW Soete: NTS Sheet: 5 of 5 PRODUCT REVISED as complying with the Florida Boiling Code AsceptanceNo Expiration Date MI Mi B Draring No. 4210 Rer. F BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "640" Outswing Aluminum Casement Window mulled to Fixed Window APPROVAL DOCUMENT: Drawing No. 7045 -9, titled "Aluminum Casement Window, Non - Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 12/12/02 with revision on 3 /11/03, signed and sealed by Lucas A. Turner, 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: None 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 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 1219.05 Expiration Date: April 24, 2008 Approval Date: April 24, 2003 Page 1 NOTES: NON- IMPACT WIN 1. GLAZING OPTIONS: A. 3/16" ANNEALED G B. 3/16" TEMPERED G C. 1/2"1.G. GLASS (1/8" D. 1/8" ANNEALED (DSB 2. CONFIGURATIONS: X, )0( 3. DESIGN PRESSURE A. NEGATIVE DESIGN L GLASS TABLES ASTM MIAMI -DADE COUNTY B. POSITIVE DESIGN LO AND GLASS TABLES OUTSIDE MIAMI -DAD C. DESIGN PRESSURES DADE COUNTY. D. FOR °X" CONFIGU E. FOR °XX" CONFIGUR F. FOR e a "XOX" & "0" G. FOR 3 s -' "XOX" & "XO H. FOR UNEQUAL LITE " SHEET 8. 4. ANCHORAGE: SINGLE FOLLOW MAX. 4" MAX. 4" MAX. 14 MAX. 13 (2) ANC MAX. 4" MAX. 13 (2) ANC NOTE: FOR GLAZING 0 3116" TAPCONS M #14 SCREWS OR DESIGN PRESSU OR 3/16" TAPCON DESIGN PRESSU RESPECTIVE TAB 5. MIAMI -DADE COUNTY MIAMI -DADE COUNTY REQUIRED. 6. NARROW JOINT SEALA THE FRAME. 7. REFERENCE TEST RE FTL -3534, FTL -3585, FT n R.4 By Rena Br: HEAD & SILL: JAMBS: Dale: Revision.: Date: Rev. By Drawn 9T as FPK. 12/12/02 «4 cn.. By Date OWS LASS SS ANNEALED, 1/4" SPACE, 1/8" ANNEALED) ) GLASS , X0, OX, XOX, 0 RATINGS / COMPARATIVE ANALYSIS TABLES: OADS BASED ON TESTED PRESSURE AND E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE ). 3/11/03 A REVISE ANCHORAGE NOTE 4 ADS BASED ON WATER TEST PRESSURE ASTM E 1300 -98 (AND ASTM E 1300 -94 E COUNTY). UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI- RATIONS SEE SHEET 4. ATIONS SEE SHEET 5. CONFIGURATIONS SEE SHEET 6. " OR "OX" CONFIGURATIONS SEE SHEET 7. XOX, "XO" & "OX" CONFIGURATIONS SEE OW OF FASTENERS LOCATED AS S: (ALSO SEE SHTS. 2, 3 & 12) FROM CORNERS & 7" ON EACH SIDE OF MEETING RAILS 1/2" SPACING ON VET TS " SPACING ON FIXED LITE HORS 3" APART AT MID -SPAN ON FIXED LITE ONLY FROM CORNERS " SPACING HORS 3" APART AT MID -SPAN TIONS A, C, AND D, #12 SCREWS OR AY BE USED. FOR GLAZING OPTION B, 1/4" TAPCONS ARE REQUIRED TO ACHIEVE THE RES SHOWN IN THE TABLES. IF USING #12 SCREWS S WITH GLAZING OPTION B, THEN THE ALLOWABLE RES ARE LIMITED TO THOSE GIVEN IN THE LES FOR GLAZING OPTION C. PPROVED SHUTTER;, ARE REQUIRED IN ND WHERE IMPACT FESISTANCE IS NT IS USED ON ALL FOUR CORNERS OF ORTS: FTL -3579, FTL-3581, FTL -3583, L -3586, FTL -3588, FTL -3590 & FTL -3591. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. Fl. 34274 } x 3 0 0 x _ __CONFIGURATIONS OPTIONS_ _ __ _ 3 x # 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES 1/8" ANNEALED (DSB), 3/16" ANNEALED OR 3/16" TEMPERED GLASS PC �f Visibly lier ter 1/8" OR 3/16" GLAZING DETAIL 1/2" I.G. GLASS (1/8 "A,1 /4" SPACE,1 /8 "A) 1/2' I.G. GLAZING DETAIL .65C NOM. GLA:;S BITE B.,wron NOTES AND GLAZING DETAILS .66I" NOM. GLASS BITE bee ALUMINUM CASEMENT WING 1)W, NON - IMPACT CA -640 NTS 1 12 7045 - 9 R A NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 -3 DESIGN PRESSURE TABLES 4-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10 -11 PARTS LIST 11 ANCHORAGE 12 Approved a complying with the Florida g e Cod pale � NCAA Miami O Mkmi Dade Product Control B 3 Lucas A. Turner, P.E. FE t1ai261 Mechanical 1 1/2" / r CENTERLINE I ( 1 1/2"j , R.vsd By: Os! v. F.K. '3 Rerad Sy: Revsd ey• Pave By F.K. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. arc 0.". q". 12/12/02 4" MAX. 4" MAX. R.wsa.g: A RemiaM: Rew,s"r"; Checked By ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 37" MAX. VENT TYP. 7" 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NCTE 4) 30" MAX. DAYLIGHT OPENING 1 � X O 30" MAX. -- DAYLIGHT OPENING X 56" DAYL OPE ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6, 7 & 8 FOR PRESSURES) REVISE ANCHORAGE O.e: ANCHOR - LOCATION TYP. 134" MAX. WIDTH 53" MAX. DAYLIGHT \OPENING r f • SEE MID -SPAN ANCHOR DETAIL / TYP. (2) / 7" 4" MAX. 13" MAX. O.C. 13" MAX. O.C. 60" MAX. FIXED 1070 TECHNOLOGY DRIVE NCKOMIS. FL 342;5 °.0. BOX 1529 NCKO.WS, FL 34274 P Visibly Better 4" MAX. 4" MAX..---j Soo nka.•. CA-640 l AX IGH NIN E (S 1 14 1/2" MAX SEE MEETING RAIL DE Sum NTS 1 74" MAX. WIDTH -- ---� 30" -MAX. - DAYLIGHT OPENING T SEE MEE TIP G AIL DE1 AiL TYP. (2) 1 1 14 112" MAX. C l.C. TYP. LEVATIO.V "B" - 63' HIGH `.K (" E SHEE1 5 FOR PIRESSURI 63" MAX. HEIGHT . O.C. VEIJT HEAD it SILL 0 J..' TAIL TYF . (4) VATION. "XX" & "XOX" ELE ALUMINUM CASEMENT WINDOW, .VON -IA'. f Il ':T Shoot Ono, No a 12 7)45 -9 , !if 14AX. 00 'LIGHT (i1 = DING 63" MAX. HEIGHT At ,: m : i e i mpl7'Ingwitb the 111 r' to I - tt Code Ds :e S: • 'J' BC/ e� •1 - • M_i,tilt ei 'rodoclControl Di•. c .; A. Tuner, P.E. E #58•61 'slechan•cal SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP, (2) 13" MAX. O.C. 4" MAX. Rers4 By F.K. Rsvb By: Revsa Or [Hawn By F.K. 1 4" MAX. L ELEVATION (SEE SHEET 4 NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY bare: 12/12/02 14 1/2" MAX. O.C. HEAD & SILL Reryier": RoMienv CtbUeB By "C" FO 32° MAX. WIDTH 25" MAX. DAYLIGHT OPE ING Daft Rev3gae.: 3111/03 A REVISE ANCHG7AGE 65" MAX. DAYLIGHT OPENING 14 1/2" MAX. O.C. -72 HIGH "X" R PRESSURES) VENT ONLY 72" M HEIGH SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. - L 4" MAX. 4" MAX. r SEE. MID -SPA? 1 ANCHOF : DETAIL. SHT. TYP. (2I AX. T 4" I' FAX 1 4" I AAX. i 13" MAX. O.C. 97" MAX. WIDTH 3( "MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OF'ENING -- 37" N. 4X. 37" MAX. WIDTH 30" MAX. r— DAYLIGHT ill OPENING X 56" MAX. DAYLIGHT OPEN ING 14 1/2" MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 4 FOR PRESSURES) 63" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX, O.C. 4' MAX. I t 1 56" MAX. DAYLIGHT = OPENING 63" HEI / 4--- -- G -13" MAX. O.C. VENT 60" MAX. FIXED 1070 CECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 F T Visibly Better s.r"weer CA -640 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 13" MAX. O.C. 4" MAX. (- ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) oe.""m "X", '0", "X0"& OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT sw NTS 3 " 12 SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) MAX. GHT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) a+nav 1 7045 -9 A 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT Apps eom`4 wife 14c mBA7 Z pate �' . d∎ar0 WOAB Product Control Miewi Dade Ptod / " Div j�� S � -, �J f.v y Lucas A. Tumor. P.E. PE 456201 Mechanical ELEVATION "F" - E 3" HIGI- "XO" & "OX" CUSTOM (SEE SHEET 8 FOR PRESSURES) COMPARATIVE ANALYSIS TABLE 1. __ _ _ _ "X''_ - WINDOWS ___ TEST REPORTS: FTL -3579, FTL -3581, FTL -3585, FTL -3586, FTL - 3590, FTL -3591 GLAZING OPTIONS: A. 3/16" ANNEALED D B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4' SPACE, 1/8" ANNEALED) "X" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 66.000 69.000 72.0 NEG POS NEG POS NEG POS NEG POS NEC I POS NEG -97.5 POS 76.7 NEG -91.3 POS 76.7 NEG -84.3 POS 76.7 NEG -79.0 PDS 76.7 NEG -74.3 POS 74.3 NEG -70.1 POS 70.1 NEG -66.4 POS 66.4 NEG -63.1 POS 63.1 NEG -60.0 POS 60.0 19.125 A -120.0 76.7 -120.0 76.7 -120.0 76.7 -119.5 76.7 - 112.0! 76.7 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 - 210.0: 76.7 -210.0 76.7 -205.4 76.7 -189.8 76.7 -177.8 76.7 -167.2 76.7 -157.8 76.7 - 149.4 76.7 -141.9 76.7 -135.1 76.7 C -135.0 76.7 -135.0 76.7 -135.0 76.7 -133.3 76.7 - 123.0 76.7 -112.0 76.7 -104.8 76.7 •96.9 76.7 - 90.7 73.7 -85.3 76.7 -80.6 76.7 -66.4 66.4 -63.1 63.1 -60.0 60.0 24.000 A -95.1 76.7 -95.1 76.7 -95.1 76.7 -95.1 76.7 -88.5 76.7 -76.2 76.2 -71.1 71.1 -71.1 71.1 -66.4 63.4 -62.2 62.2 -58.6 58.6 - 55.3 55.3 -52.4 52.4 -49.8 49.8 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -199.2 76.7 -171.5 76.7 -160.0 76.7 -160.0 76.7 -149.3 75.7 -140.0 76.7 -131.8 76.7 - 124.4 76.7 -117.9 76.7 -112.0 76.7 C -118.8 76.7 -118.8 76.7 -109.1 76.7 -100.0 76.7 -85.4 76.7 -75.9 75.9 -70.7 70.7 -67.6 67.6 -64.6 (54.6 -61.1 61.1 -58.8 58.8 -55.3 55.3 -52.4 52.4 -49.8 49.8 26.500 A -78.0 76.7 -78.0 76.7 -78.0 76.7 -78.0 76.7 -78.0 76.7 -71.5 71.4 -66.5 66.4 -61.0 60.9 -58.3 53.3 -57.9 57.9 - 54.4 54.4 -51.3 51.3 -48.5 48.5 -46.0 46.0 B -175.5 76.7 -175.5 76.7 -175.5 76.7 -175.5 76.7 -175.5 76.7 -1619 76.7 -149.6 76.7 -137.2 76.7 - 131.2 73.7 -130.2 76.7 -122.3 76.7 - 115.4 76.7 -109.2 76.7 -103.6 76.7 C -97.5 76.7 -97.5 76.7 -97.5 76.7 -94.4 76.7 -82.5! 76.7 -71.1 71.1 -66.6 66.6 -60.9 60.9 -55.5 55.5 -51.5 51.5 -49.6 49.6 -47.5 47.5 -45.7 45.7 - 44.5 44.5 30.000 A -61.9 61.9 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.3 - 60.8 60.8 -60.8 60.8 •55.6 55.6 - 52.3 52.3 -48.8 48.8 -45.7 45.7 -45.5 45.5 -44.2 44.2 -41.9 41.9 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 - 136.9: 76.7 -136.9 76.7 -136.9 76.7 -126.7 76.7 - 117.6 73.7 -109.8 76.7 -102.9 76.7 -102.4 76.7 -99.6 76.7 -94.3 73.4 C -77.4 76.7 -76.1 76.1 -76.1 76.1 -76.1 76.1 -76.1 76.1 -67.9 67.9 -63.0 63.0 -57.2 57.2 -52.5 52.5 -48.3 48.3 -45.5 45.5 -42.4 42.4 -40.2 40.2 -38.3 38.3 32.000 A -55.4 55.4 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5. 53.5 -53.5 53.5 -53.5 53.5 -52.9 52.9 -49.4 49.4 -46.7 46.7 -43.8 43.8 -40.0 40.0 -40.0 40.0 -39.0 39.0 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 - 112.9 75.7 -105.2 76.7 -98.5 76.6 -90.0 - '0.0 -90.0 70.0 -90.0 70.0 C -69.3 69.3 -66.9 66.9 -66.8 66.8 -66.8 66.8 -66.8 66.3 -65.6 65.6 -61.6 61.6 -56.1 56.1 -51.1 51.1 -48.6 48.6 -45.9 45.9 -40.0 40.0 -39.3 39.3 -36.2 36.2 34.000 A -50.1 50.1 -47.7 47.7 -47.4 47.4 -47.4 47.4 -47.4' 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.1 47.1 - 44.0 44.0 -41.1 41.1 Approved e4 complying with rue 1,.ee 2 0� B -112.8 76.7 -107.4 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 75.7 -101.4 76.7 -94.7 73.7 C -62.7 62.7 -59.7 59.7 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 -42.3 59.2 42.3 -59.2 -42.3 59.2 42.3 -55.7 -42.3 55.7 42.3 -52.1 -42.3 52.1 42.3 -49.0 -42.1 49.0 42.1 -46.2 -39.7 46.2 39.7 36.000 A -45.8 45.8 -43.1 43.1 -42.3 42.3 -42.3 42.3 - 42.3 42.3 o 4 No 2 - 1 419.05 B -103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.3 -95.1 73.9 -95.1 73.9 -95.1 73.9 - 95.1 73.9 -95.1 73.9 -91.5 71.1 Miami Dade ProdudCast+d B D;. y C -57.2 57.2 -53.9 53.9 -52.8 52.8 -52.8 52.8 -52.8 52.3 -52.8 -40.0 52.8 40.0 -52.8 -40.0 52.8 40.0 -52.8 -40.0 52.8 40.0 -51.4 -40.0 51.4 40.0 -48.5 -40.0 48.5 40.0 -45.7 -39.2 45.7 39.2 37.000 A -43.9 43.9 -41.1 41.1 -40.0 40.0 -40.0 40.0 -40.0 40.3 B -98.7 76.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -90.0 70.3 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 C - 54.8 54.8 -51.4 51.4 -50.0 50.0 -50.0 50.0 -50.0 50.3 -50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -48.1 48.1 -45.2 45.2 COMPARATIVE ANALYSIS TABLE 2. "X" WINDOWS TEST REPORT: FTL -3588 GLAZING OPTION D. 1/8" ANNEALED HEIGHT 26.000 31.000 36.000 38.375 43.(00 48.000 50.625 54.000 57.000 60.000 63.000 WIDTH NEG POS NEG POS NEG POS NEG POS NEG P03 NEG POS NEG POS NEG POS NEG PDS NEG POS NEG POS 19.125 D -57.6 57.6 -57.6 57.6 -57.6 57.6 -57.6 57.6 -57.6 57.3 -53.8 53.8 -50.4 50.4 -46:5 46.5 -43.6 43.6 -41.0 41.0 -38.7 38.7 21.500 D -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.3 1 -45.6 45.6 -45.6 45.6 -42.5 42.5 - 39.8 :39.8 -37.4 37.4 -35.2 35.2 24.000 D -36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6 36.3 -36.6 36.6 -36.6 36.6 -36.6 36.6 -35.9 35.9 -33.9 33.9 -32.3 32.3 26.500 D -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.3 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -28.7 28.7 -27.5 27.5 X > /.` -7, S Lucas A. Turner, P.E. P[ p58201 Mechanical PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. "F " . 7 . 7: F.K. Dar: 3111/03 aa,aiow A AODEDNOTE f 770 TE CHNOLOGY DRIVE NOSOMIS FL 34275 P O. BOX 1529 NOSOMIS. Fl. 34274 D•ac PRESSURES- X CONFIG. WINDOWS ". ALUMINUM CASEMENT WINDOW, NON - IMPACT Rend By D,r a•wdma: Ronde, D..» 67: F.K. .• oar: Dar: 12/12/0. • cn.ra•d er Dar: Visibly Better N I S 4 s 12 ms-•v a 7045-9 I I A I APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM r _ #12 OR #14 SCREWS NOTES: 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK APPROVED WOOD BUCK LESS THAN 1 -1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELO'N AND SHEET 1, N OTE 4) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE _.._I 1 1/4" MN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2 "THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD -BUCK -- - 1 12" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM —1 r - #12 OR #14 SCREWS -JP" 1 1/2' MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK - LESS THAN 1 112" THICK (SEE NOTE 3) —� 1/4" MAX SHIM -- T 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 111 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" MIN. EMBEDMENT FIXED t..NIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK App wad n annplying .it! Ws Florida balise Cole Dar 04 ob MOAN 3 Rnsd By: Oats: Rewbns: F.K. 3/11/ A R end Data Rensiv"• Revs" By' Re"siw• Q."" By Det.: CherAe0 By Oen: F.K.- 12/12/0: 4DOED 014 SCREW OPTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 342.'5 P.O. BOX 1529 � Visibly Better awe.se, ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT CA-640 Scow sheet NTS 12 - 12 Or. q 10 7045 -9 A Lucas 5. Turner. P.E. PE 958201 Mechanlcal COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3579, FTL -3590, FTL3591 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "XX" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 A -120.0 76.7 -120.0 76.7 -120.0 76.7 -120.0 76.7 -105.5 76.7 -91.9 76.7 -86.0 76.7 -79.6 76.7 -74.6 74.6 -70.1 70.1 -66,2 66.2 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -206.7 76.7 -193.6 76.7 -179.0 76.7 -167.7 76.7_ -157.8 76.7 -149.0 76.7 C -135.0 76.7 -135.0 76.7 -135.0 76.7 -135.0 76.7 -131.9 76.7 -114.8 76.7 -107.6 76.7 -99.4 76.7 -93.2 76.7 -87.7 76.7 -82.8 76.7 43.000 A -118.5 76.7 -118.5 76.7 -118.5 76.7 -110.9 76.7 -95.0 76.7 -82.2 76.7 -76.8 76.7 -70.8 70.8 -66.2 66.2 -62.2 62.2 -58.6 58.6 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -185.0 76.7 -172.8 76.7 -159.4 76.7 -149.0 76.7 -139.9 76.7 -131.9 76.7 C -135.0 76.7 -135.0 76.7 -119.3 76.7 -110.4 76.7 -97.5 76.7 -88.7 76.7 -85.9 76.7 -84.0 76.7 -82.4 76.7 -77.7 76.7 -73.3 73.3 48.000 A -95.1 76.7 -95.1 76.7 -95.1 76.7 -95.1 76.7 -88.5 76.7 -76.2 76.2 -71.0 71.0 -65.3 65.3 -61.0 61.0 -57.2 57.2 -53.8 53.8 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -199.2 76.7 -171.5 76.7 -159.9 76.7 -147.0 76.7 -137.2 76.7 -128.6 76.7 -121.1 76.7 C -118.8 76.7 -118.8 76.7 -109.1 76.7 -100.0 76.7 -85.4 76.7 -75.9 75.9 -70.7 70.7 -67.6 67.6 -64.6 64.6 -61.1 61.1 -58.8 58.8 53.125 A -77.6 76.7 -77.6 76.7 -77.6 76.7 -77.6 76.7 -77.6 76.7 -71.4 71.4 -66.4 66.4 - 60.9_60.9 -56.7 ' 56.7 -53.1 53.1 -49.9 49.9 B -174.7 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -160.7 76.7 -149.4 76.7 -137.0 -127.6 76.7 -119.4 76.7 -112.2 76.7 C -97.1 76.7 -97.0 76.7 -97.0 76.7 -94.3 76.7 -82.4 76.7 -71.0 71.01 -66.4 66.4 -60.8 60.8 -55.4 55.41 -51.5 51.5 -49.4 49.4 57.000 A -67.9 67.9 -67.4 67.4 -67.4 67.4 -67.4 67.4 -67.4 67.4 -67.4 67.4 -63.5 63.5 -58:1_ 58.1 - 54.1 54.1 -50.5 50.5 -47.4 47.4 8 -152.9 76.7 -151.7 76.7 -151.7 76.7 -151.7 76.7 -151.7 76.7 -151.7 76.7 -142.9 76.7 -130.8 76.7 -121.6 76.7 -113.6 76.7 -106.7 76.7 C -84.9 76.7 -84.3 76.7 -84.3 76.7 -84.3 76.7 -80.5 76.7 -69.0 69.0 - 64.3 64.3 -58.6 58.6 -53.7 53.7 -49.5 49.5 -45.8 45.8 60.000 A -61.9 61.9 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -55.6 55.6 -52.3 52.3 -48.8 48.8 -45.7 45.7 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -126.7 76.7 -117.6 76.7 -109.8 76.7 -102.9 76.7 C -77.4 76.7 -76.1 76.1 -76.1 76.1 -76.1 76.1 -76.1 76.1 -67.9 67.9 -63.0 63.0 -57.2 57.2 -52.5 52.5 -48.3 48.3 -45.5 45.5 64.000 A -55.4 55.4 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -52.9 52.9 -49.4 49.4 -46.7 46.7 -43.8 43.8 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -112.9 76.7 -105.2 76.7 -98.5 76.6 C -69.3 69.3 -66.9 66.9 -66.8 66.8 -66.8 66.8 -66.8 66.8 -65.6 65.6 -61.6 61.6 -56.1 56.1 -51.1 51.1 -48.6 48.6 -45.9 45.9 68.000 A -50.1 50.1 -47.7 47.7 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.1 '47.1 - 44.0 44.0 -41.1 41.1 B -112.8 76.7 -107.4 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -101.4 76.7 -94.7 73.7 C -62.7 62.7 -59.7 59.7 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 -55.7 55.7 -52.1 52.1 -49.0 49.0 -46.2 46.2 72.000 A -45.8 45.8 -43.1 43.1 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.1 42.1 -39.7 39.7 B -103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -91.5 71.1 C -57.2 57.2 -53.9 53.9 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -51.4 51.4 -48.5 48.5 -45.7 45.7 74.000 A -43.9 43.9 -41.1 41.1 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0, -40.0 40.0 -40.0 40.0 -39.2 39.2 B -98.7 76.7 -92.4 71.9 -90.1 70.1 -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 C -54.8 54.8 -51.4 51.4 -50.0 50.0 -50.0 50.0_ -50.0 5Q.0_ -50.0 50.0 -50.0 50.0_ -50.0 50.0 -50.0 50.0 -48.1 48.1 -45.2 45.2 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. X X Approved r complying wilb the Date 0 24 O3 - NOM* O2 1 /4.n Miami Dale Product Cootroi Div' Raved By F.K. Rend By Pawn BY F..K. Oats: .3/11/03 Ram. Ram: tam: 12/12/02 Rpopm: A R.vi4wr: Cn•ndad By. ADDED NOTE tam 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P ST Visibly Better PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, NON - IMPACT SM,MfCa! CA-540 NTS Show -' 12 Mr.YS k. 7045 -9 Lucas A. Tumev, P.E. PE 058201 Mechanical COMPARATIVE ANALYSIS TABLE 4. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 GLAZING OPTIONS: -- A. 3/16 "ANNEALED - B. 3/16 " TEMPERED - C. 1/2" I.G. (1/8" ANNEALED; 114 " SPACE , 1/8" ANNEALED) " WIDTH 36.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 "XOX" WIDTH 72.000 NEG POS -63.2 63.2 -68.7 68.71 -58.9 58.9 -207.5 76.7 74.000 79.000 84.000 90.000 96.000 101.000 106.375 108.000 111.000 114.000 117.000 120.000 A B C -183.2 -61.1 A -60.2 -51.9 -174.6 B� C A B C A B C -169.9 -55.7 A B -53.4 53.4 -47.4 47.4 C A B C -140.6 - 46.9 A B C A B C A B C A B C A B C A B C A HEIGHT 26. 000 31.000 NEG -90.3 -210.0 -90.3 -86.5 -210.0 -86.5 -78.4 -210.0 -78.4 -71.6 -210.0 -71.6 -64.9 -194.7 -64.9 -59.3 -178.0 -59.3 -55.4 -166.2 -55.4 -51.7 -155.0 -51.7 -50.7 -152.0 -50.7 -48.9 -146.6 -48.9 -47.2 -141.6 -47.2 -45.6 -136.9 -45.6 -44.2 -132.6 -44.2 POS NEG 76.7 -85.0 64.9 76.7 76.7 76.7 '76.7 76.7 76.7 76.7 76.7 71.6 76.7 71.6 76.7 64.9 59.3 76.7 59.3 55.4 76.7 55.4 51.7 76.7 51.7 50.7 50.7 4 76.7 47.2 76.7 48.9 47.2 76.7 45.6 76.7 45.6 44.2 76.7 44.2 -210.0 -85.0 -81.0 -210.0 -81.0 -72.6 -210.0 -72.6 -65.7 -197.2 -65.7 -59.0 -177 :1 -59.0 -53.6 -160.8 -53.6 -49.8 -149.3 -49.8 -46.2 -138.7 -46.2 -45.2 -135.7 -45.2 -43.5 -130.6 -43.5 -42.0 -125.9 -42.0 -40.5 -121.5 -40.5 -39.1 -117.4 -39.1 POS 76.7 76.7 76.7 76.7 76.7 76.7 72.6 76.7 72.6 65.7 76.7 65.7 59.0 76.7 59.0 53.6 76.7 53.6 49.8 76.7 49.81 46.2 76.7 46.2 45.2 76.7 45.2 43.5 76.7 43.5 42.0 76.7 42.0 40.5 76.7 40.5 39.1 76.7 39.1 - 36.000 NEG -76.1 -210.0 -83.3 -73.8 -210.0 -78.9 -68.8 -209.3 -69.8 -62.5 -187.5 -62.5 -55.6 -166.7 -55.6 -50.0 -150.0 -50.0 -46.2 -138.5 -46.2 -42.6 -127.9 -42.6 -41.7 -125.0 -41.7 -40.0 -120.0 -40.0 -38.5 -115.4 -38.5 -37.0 -111.1 -37.0 -35.7 -107.1 -35.7 POS 76.1 76.7 76.7 73.8 76.7 76.7 68.8 76.7 69.8 62.5 76.7 62.5 55.6 50.0 76.7 50.0 46.2 76.7 [46.2 42.6 76.7 42.6 41.7 76.7 41.7 40.0 76.7 40.0 38.5 76.7 38.5 37.0 76.7 37.0 35.7 76.7 35.7 38.375 NEG -70.7 -210.0 -79.3 -69.3 -210.0 -77.8 - 66.0 -207.8 -69.3 -61.7 -185.1 -61.7 -54.5 76.71 163.5 55.6 -54.5 -48.8 -146.5 -48.8 -44.9 -134.8 - 43.3143.3 -39.6 39.6 -118.9 76.7 - 42.5 -38.5 - 115.6 -44.9 -41.4 -124.2 -41.4 - 40.4 -121.3 -40.4 -38.8 -116.3 - 38.8 -37.2 -111.6 -37.2 -35.8 -107.4 -35.8 - 34.5 -103.4 -34.5 POS 70.7 76.7 76.7 69.3 76.7 76.7 66.0 76.7 69.3 61.7 76.7 61.7 54.5 76.7 54.5 48.8 76.7 48.8 44.9 76.7 44.9 41.4 76.7 41.4 40.4 76.7 40.4 38.8 76.7 38.8 37.2 76.7 37.2 35.8 76.7 35.8 34.5 76.7 34.5 43.000 -210.0 76.7 -69.3 69.3 -61.8 61.8 -210.0 76.7 -66.5 66.5 - 56.1 56.1 -183.7 76.7 -61.2 61.2 -52.8 52.8 -160.3 76.7 -142.2 76.71 -47.4 47.4 -43.3 43.3 -129.9 76.7 -39.6 39.6 -38.6 38.6 -115.9 76.7 -38.6 38.6 -36.9 36.9 -110.8 76.7 -36.9 36.9 -35.4 35.4 - 106.1 76.7 -35.4 35.4 -33.9 33.9 -101.8 76.7 -33.9 33.9 -32.6 32.6 -97.9 76.1 -32.6 32.6 48.000 NEG -55.6 -54.5 -180.5 -50.2 -58.2 -48.1 - 160.0 -52.9 -46.4 -42.5 -127.4 -38.5 -37.5 -112.5 -37.5 -35.7 -107.1 -35.7 -34.1 -102.3 -34.1 -32.6 -97.8 -32.6 -31.3 POS 55.6 176.7 61.1 54.5 60.21 51.9 76.7 76.7 58.2 50.2 76.7 55.7 48.1 76.7 52.9 46.4 76.7 46.9 42.5 76.7 42.5 38.5 76.7 38.5 37.5 76.7 37.5 35.7 76.7 35.7 34.1 76.7 34.1 32.6 76.1 32.6 31.3 72.9 31.3 50.625 NEG -52.1 -169.7 -56.6 -167.0 -51.0 -55.7 -49.2 -161.2 -53.7 -47.3 -156.4 -52.1 -45.6 -151.7 -50.5 -43.8 1 -140.6 -46.9 -42.3 -127.0 -42.3 -38.3 -114.8 -38.3 -37.2 -111.5 -37.2 -35.3 -106.0 -35.3 -33.7 -101.0 -33.7 -32.1 -96.4 -32.1 -30.8 -92.3 -30.8 POS 52.1 76.7 56.6 51.0 76.7 55.7 49.2 76.7 53.7 52.1 45.6 76.7 50.5 43.8 76.7 46.9 42.3 76.7 42.3 38.3 76.7 38.3 37.2 76.7 37.2 35.3 76.7 35.3 33.7 76.7 33.7 32.1 75.0 32.1 71.8 30.8 54.000 57.000 NEG -48.4 -155.0 -51.7 -47.5 -152.4 -50.8 -45.5 -146.7 -48.9 -44.2 -141.9 -47.3 -42.4 -137.2 -45.7 -41.1 -44.4 -127.0 -42.3 -38.2 -114.5 -38.2 -37.0 -37.0 -35.1 -105.3 -35.1 -33.3 -100.0 -33.3 -31.7 -95.2 -31.7 -30.3 -90.9 -30.3 POS NEG 48.4 -45.3 51.7 -48.0 76.7 -141.4 45.5 -42.8 76.7 -135.9 44.2 -41.5 48.9 -45.3 76.7 -131.2 47.3 -43.7 42.4 -40.1 76.7 -1264 45.7 -42.1 41.1 -38.9 76.i - 122.5 44.4 -40.8 39.9 -37.7 76.7 -119.8 42.3 -39.9 38.2 -36.6 76.7 -114.5 38.2 -37.9 37.0 -36.2 76.7 -111.1 37.0 -37.0 35.1 -35.1 76.7 -105.2 35.1 -35.1 33.3 -33.2 76.7 -99.7 33.3 -33.2 31.7 -31.6 74.1 -94.7 31.7 -31.6 70.7 -90.2 POS 45.3 76.7 48.0 44.4 76.7 47.1 42.8 76.7 45.3 41.5 43.7 40.1 76.7 42.1 38.9 76.7 40.8 37.7 76.7 39.9 36.6 76.7 37.9 36.2 76.7 37.0 35.1 76.7 35.1 33.2 76.7 33.2 31.6 73.7 31.6 30.1 70.2 30.1 60.000 NEG -42.1 -134.3 -44.8 -41.6 -131.9 -44.0 -40.3 -126.5 -42.2 -39.1 -121.9 -40.6 -38.2 -117.2 -39.1 -36.9 -113.3 -37.8 -35.9 -110.6 -36.9 -34.7 -108.1 -35.8 -34.3 -107.5 -35.3 -33.6 -105.2 -34.4 -33.0 -99.7 -33.2 -31.6 -94.7 -31.6 -30.0 -90.0 -30.0 POS 42.1 76.7 41.6 76.7 44.0 40.3 76.7 42.2 39.1 76.7 40.6 38.2 76.7 39.1 36.9 76.7 37.8 35.9 76.7 36.9 34.7 76.7 35.8 76.7 35.3 33.6 76.7 34.4 33.0 76.7 33.2 31.6 73.6 31.6 30.0 70.0 63.000 NEG -39.7 -125.9 -42.0 -123.6 -39.2 -41.2 -37.8 -118.4 -39.5 -37.3 -113.9 -38.0 -36.4 -109.3 -36.4 -35.1 -105.4 -35.1 -34.0 -102.7 -34.2 -32.8 -100.2 -33.4 -32.5 -99.5 -33.2 -32.0 -98.3 -32.8 -31.4 -97.3 -31.9 -30.8 -94.7 -31.0 -30.0 -90.0 -30.0 POS 39.7 76.7 39.2 76.7 41.2 37.8 76.7 39.5 37.3 76.7 38.0 36.4 76.7 35.1 76.7 35.1 34.0 76.7 32.8 76.7 33.4 32.5 76.7 33.2 32.0 76.5 32.8 31.4 75.6 31.9 30.8 73.6 31.0 30.0 -93.8 70.0 30.0 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. 1 4 1 2 4 0 Appmved as complying with the Florida o sdit Date 't Mi31113 Dade Peodaet Ceara Rerad A OaOr &awn By axle Ch•cked By. ADDED NOTE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMI§, FL 34274 d r_ Visibly Better rift ALUMINUM CASEMENT WINDOW, NON-1MPACT CA-640 NTS Dratong Pao 7045-9 A PE 058201 blechanIcal COMPARATIVE ANALYSIS TABLE 5. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 - - GLAZING OPTIONS: - A. 3/16" ANNEALED - B. 3/16 "TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 118" ANNEALED) "XO" WIDTH "XOX" WIDTH HEIGHT 63.000 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -120.0 76.7 -120.0 76.7 -109.9 76.7 -101.0 76.7 -87.1 76.7 -75.9 75.9 -71.1 71.1 -65.7 65.7 -61.6 61.6 -57.9 57.9 -54.7 f.4 76.7 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -197.1 76.7 -184.7 76.7 -173.8 76.7 - 164.1 C -120.0 76.7 -120.0 76.7 -109.9 76.7 -101.0 76.7 -87.1 76.7 -75.9 75.9 -71.1 71.1 -65.7 65.7 -61.6 61.6 -57.9 57.9 -54.7 :.4.7 48.000 72.000 A -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -63.0 63.0 -58.7 58.7 - 54.0 54.0 -50.4 50.4 -47.2 47.2 -44.4 44.4 B -210.0 76.7 -210.0 76.7 - 210.0 76.7 -210.0 76.7 -210.0 76.7 -188.9 76.7 -176.0 76.7 -161.9 76.7 -151.1 76.7 -141.7 76.7 -133.3 76.7 C -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -63.0 63.0 -58.7 58.7 - 54.0 54.0 -50.4 50.4 -47.2 47.2 -44.4 E.4.4 d 3.5 49.333 74.000 A -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 -49.4 49.4 - 46.3 46.3 -43.5 B -202.5 76.7 -202.5 76.7 -202.5 76.7 -202.5 76.7 -202.5 76.7 -185.5 76.7 -172.8 76.7 -158.8 76.7 -148.1 76.7 -138.8 76.7 -130.6 76.7 C -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 -49.4 49.4 -46.3 46.3 -43.5 :3.5 53.125 79.688 A -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 - 54.8 54.8 -50.3 50.3 -46.8 46.8 -43.8 43.8 -41.2 . 1.2 B -174.7 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -164.5 76.7 -150.9 76.7 -140.5 76.7 -131.5 76.7 -123.6 76.7 C - 58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -54.8 54.8 -50.3 50.3 -46.8 46.8 -43.8 43.8 -41.2 : 1 : 9.6 56.000 84.000 A -52.7 52.7 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -48.6 48.6 -45.2 45.2 -42.2 42.2 -39.6 B -158.0 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -145.7 76.7 -135.5 76.7 -126.7 76.7 -118.9 ; 6.7 C -52.7 52.7 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -48.6 48.6 -45.2 45.2 -42.2 42.2 -39.6 : 9.6 7.8 60.000 90.000 A -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -43.2 43.2 -40.3 40.3 -37.8: B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -129.5 76.7 -120.9 76.7 -113.3 : 6.7 C -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -43.2 43.2 -40.3 40.3 -37.8 : 7.8 64.000 96.000 A -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -38.6 38.6 -36.2 : 6.2 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -115.9 76.7 -108.5 : 6_7 : 6.2 C -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -38.6 38.6 -36.2 67.333 101.000 A -38.2 38.2 -36.5 36.5 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -35.0 :.5.0 B -114.6 76.7 -109.4 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -105.0 .. 6.7 C -38.2 38.2 -36.5 36.5 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -35.0 :.5.0 70.917 106.375 A -35.2 35.2 -33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 :12_7 'x'6.2 B -105.5 76.7 -99.6 76.7 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 C -35.2 35.2 -33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 :;2.7 :11.7 72.000 108.000 A -34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 B -103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 "'3.9 C - 34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 :1. : , 0.0 74.000 111.000 A ' -32.9 32.9 -30.8 30.8 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 8 -98.7 76.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -90D 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 '0.0 C -32.9 32.9 -30.8 30.8 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0_ -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 :10.0 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. Redd Br. Dar Revisions: F.K. 3/1 1/03 A Rend By: Den. Renal By: Oahu Dien By. Date• F.K. 12/12/02 Revisions: Revisions: Chatted By ADDED NOTE Dah' 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PST Visibly Better Dessryee"t .SerstMaet CA-640 sew NTS See" 7 12 PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX W/N1'OW tp ALUMINUM CASEMENT WINDOW, NON -IMi 3 AC 7045 -9 1 3 X 1 3 0 1 3 X X O 0 X Appro cd a eoopI iag with the Florida ; Cods Date_ 2 '7 nO • 3ll�Glft Miami Dade Product Coated two n �'+ /i ' i∎ _) .� ✓l am.. / �' Lucas A Tumee. P.E. PE /0'8201 Mechanical COMPARATIVE ANALYSIS TABLE 6. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 - GLAZING OPTIONS: - A. 3/16 " ANNEALED - B. 3/16" TEMPERED - C. 112" I.G. (118 " - ANNEALED114 "SPACE; 1/8" "XOX" WIDTH VENT WIDTH FIXED WIDTH HEIGHT 26.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.264 19.125 31.014 A -112.3 76.7 -87.1 76.7 -81.4 76.7 -71.5 71.5 -62.4 62.4 -58.0 58.0 -53.2 53.2 -49.6 49.6 -46.4 46.4 -43.6 43.6 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -187.3 76.7 -174.1 76.7 -159.7 76.7 -148.8 76.7 -139.2 76.7 -130.8 76.7 C -112.3 76.7 -94.3 76.7 -86.3 76.7 -72.9 72.9 -62.4 62.4 -58.0 58.0 -53.2 53.2 -49.6 49.6 -46.4 46.4 -43.6 43.6 86.919 24.000 38.919 A -71.3 71.3 -69.7 69.7 -66.9 66.9 -59.6 59.6 -52.3 52.3 -49.6 49.6 -45.9 45.9 -42.8 42.8 -39.9 39.9 -37.3 37.3 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -196.6 76.7 -165.3 76.7 -152.5 76.7 -138.8 76.7 -128.5 76.7 -119.6 76.7 -111.8 76.7 C -71.3 71.3 -71.3 71.3 -71.3 71.3 -65.5 65.5 -55.1 55.1 -50.8 50.8 -46.3 46.3 -42.8 42.8 -39.9 39.9 -37.3 37.3 95.973 26.500 42.973 A -58.5 58.5 -58.5 58.5 -58.5 58.5 - 54.9 54.9 -49.5 49.5 -46.7 46.7 -43.6 43.6 -40.5 40.5 -37.6 37.6 -35.1 35.1 B -175.5 76.7 -175.5 76.7 -175.5 76.7 -175.5 76.7 -158.4 76.7 -145.5 76.7 -131.8 76.7 -121.5 76.7 -112.8 76.7 -105.2 76.7 C -58.5 58.5 -58.5 58.5 -58.5 58.5 -58.5 58.5 -52.8 52.8 -48.5 48.5 -43.9 43.9 -40.5 40.5 -37.6 37.6 -35.1 35.1 108.649 30.000 48.649 A -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 -45.6 ' 45.6 -43.4 43.4 -40.8 40.8 -38.2 38.2 -35.3 35.3 -32.8 32.8 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -124.9 76.7 -114.5 76.7 -105.8 76.7 -98.3 76.4 C -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -41.6 41.6 -38.2 38.2 -35.3 35.3 -32.8 32.8 115.892 32.000 51.892 A -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -39.2 39.2 -37.1 37.1 -34.3 34.3 -31.7 31.7 B -124.7 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -111.6 76.7 -102.8 76.7 -95.2 74.1 C -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -37.2 37.2 -34.3 34.3 -31.7 31.7 122.000 33.687 54.627 A -38.2 38.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.0 36.0 -33.6 33.6 -31.0 31.0 B -114.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -100.8 76.7 -93.1 72.4 C -38.2 38.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -33.6 33.6 -31.0 31.0 123.135 34.000 55.135 A -37.6 37.6 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -33.5 33.5 -30.9 30.9 B -112.8 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -100.4 76.7 -92.8 72.2 C -37.6 37.6 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -33.5 33.5 -30.9 30.9 126.000 34.791 56.418 A -36.3 36.3 -33.9 33.9 -33.9 33.9 -33.9 33.9 - 33.933.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.2 33.2 -30.7 30.7 B -108.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -99.6 76.7 -92.0 71.5 C -36.3 36.3 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.2 33.2 -30.7 30.7 130.000 35.896 58.209 A - 34.5 34.5 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 ' 31.9 -31.9 31.9 -31.9 31.9 -30.3 30.3 B -103.5 76.7 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -90.9 70.7 C -34.5 34.5 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -30.3 30.3 '30.3 130.378 36.000 58.378 A - 34.3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -30.3 B -103.0 76.7 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -90.8 70.6 C - 34.3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -30.3 30.3 124.000 37.000 60.000 A -32.9 32.9 -30.0 30.0 -30.0 30.0 -30.0 ;30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 B -98.7 76.7 -90.1 70.1 -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 C -32.9 32.9 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. X O X UNEQUAL LITES X O UNEQUAL LITES 0 X UNEQUAL LITES Approved as complying with the Florida BE dleg ode Dale 04 z4 03 NORM - Miami Dade Product Coatrot Di By ft.wy 1 .---- 3/ x) R.ndB7 130a: Rew.cns: F.K. 311M03 A Rersdnr: RendB7 Dm.: orsImeY FK. Doh: 12/12/02 Checked ar ADDED NOTE oe: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX tae ALUMINUM CASEMENT WINDOW, NON - IMPACT Sennoldoloc CA-640 Soh.' NTS 0 8 a 12 d.ieq Ab 7045 -9 R.. A Lucas A. Turner. P.E. PE 958201 Mechanical REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. HEIGHT (SEE SHTS. 2 & 3) R.vad sr: F.K. Fond Sr O.r.: 111/03 b.": • Cr By 0.. F.K. 12/12/02 VERTICAL SECTION OPERABLE UNIT R.w..ns. A Revisions ewsven hued NO CHANGE THIS SHEET Oa" MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) VERTICAL SECTION FIXED UNIT 1070 TECHNOLOGY DRIVE NJKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX PGT Visibly Better MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) © 5 MAX. WIDTH (SEE HT. 2) MAX. VENT DAYLIGHT OPENING --J (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X SECTIONS CA -640 NTS HORIZONTAL SECTION - XX Tolko ALUMINUM CASEMENT WINDOW, NON - IMPACT 9 s 12 7045 -9 REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 ,—REFERENCE "XX' FRAME ASSEMBLY DETAIL, SHEET 10 A Appro. 2' comply-lag Nitb Ib* Prate NOAH Prod u ce Coolial �1i"ml do B Y ��Fa3; A?, Lucas A. Turner, P.E. PE 958201 Mechanical FRAME ASSEMBLY TUBE "X" FRAME JAMB FRAME ASSEMBLY TUBE "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL 1.159" 2.139" --- O SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 4— 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A 3.544" .062" NOM. 2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A 434" 1 2.854' 062" NOM. Approved a complying with the Flo rida B Cyde Dai 0 4 24 03 NOM/ O -t9.Oj Wand Dade Product Control e .A y 2.919" ".,"ter Dec F.K. 3/71/03 Rera By: Rem By w": Dram By F.K. wt. 12/12/02 Revisions: A Revisions: Rertrbnr: CMrJW By REVISED FRAME ASSN DETAIL SCREW SPACING O"": 1070 TECHNOLOGY D9IVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PST Visibly Better - t EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT srwsaoac CA-640 NTS sa.c 10 a 12 7045 -9 A Lucas A Tumer, P.E. PE 058201 Mechanical Asyut Rr F.K. Rerae Drown By: F.K. new 3/11/73 bass Dab' 12/12/02 A RsNaOro. C o, od By Oats: POT. # 78IPQA 781 PQA 67017K 78X78PPSMS 7858ZA 710xI2FP 6TP247 6I63K 61635K 60976 78x 12PSTWB 67004 712XIPPT 711573 7FLDHD 7 08 4A NO CHANGE TINS SHEET PARTS LIST MAIN FRAME - HEAD, SILL & JAMBS #8 X 1 QUAD PH SMS FRAME CORNER KEY 12 "X1 /I "X1 /8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS 08 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE 810 - X .562 PH. PN. TYPE F DESCRIPTION MULTI -LOCK KEEPER (R.H. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 48-32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. & R.H.L #8 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 10 X .500 PH. PHL. DSB, 1/8" ANNEALED GLASS 3/16" ANNEALED GLASS 3/16" TEMPERED GLASS 1/2" 1.G. GLASS (1 /8 "A, 1/4" SPACE, 1 /8 "A) GLAZING BEAD (DSB, 3/16) GLAZING BEAD (1/2" LG.) VINYL BULB WSTP (THICK) SILICONE • DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y. TUF E: #12 X 1" PH. PHI.. TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP-ON T- HANDLE KNOB FOLDING HANDLE MAXIM SINGLE LOCK SINGLE LOCK KEEPER #8 X .750 QUAD PN SMS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS., FL 34274 PARTS LIST CONT. ITEM 80 81 82 83 DWG # 7005A 1155 7010 7007 PGT. # 781 PQA DESCRIPTION FIXED WINDOW FRAME - HEAD, SILL & JAMBS #8 X 1 QUAD PN SMS FRIED FRAME CORNER KEY INSTALLATION HOLE COVER 0 3/16 ",1 /8" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7037 .523" .050" - -II - - }f .865" 0 1/2" I.G. GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 r1 .423" T .040" 1.000" _I @CASENENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 PST Visibly Better s.�wiee.r CA-640 NTS .125 " ---- .062" fi .093" J 67 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A 99 .289" .04 -" M I °INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 1.124" I-"-- 2.701" PARTS LIST & EXTRUSIONS nua ALUMINUM CASEMENT WINDOW, NON - IMPACT 11 a 12 Draw, N 7045 -9 Approved as complying with the Florida Balding ode Date 0 O� NOM . Miami Dade Product Coaud nr eefelt Lucas A. Turner, ?.E. PE 058201 Mechanical BDThDE iG CODE COP L1NCE C[CE (BCCO) • PRODUCT COiNTI 01, DIVISION NOTICE OF ACCEPTANCE (NOA) Town & Cazmty Industries, .�. West McNab Road Ft. Lauderdale, Emilia 33309 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 (Ark'). This NOA shall not be valid after the expiration date stated below. The -Dade County Product Control Division (In Miami Dade County) and/or the AEJ (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 falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and .the AB3 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 inn s to meet the requirements of the applicable building ccde. This product is approved as descnTed herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0:050" (rah:.) Aluminma Storm Panels Shutter APPROVAL DOCUTA i T: Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by VJ. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision .4. with r the Notice of Acceptance number and expiation date by th&Mlami Dade County Product Control Division. M1SSII,E IMPACT R ATNO: Large and Small D/rissile Impact LAB,I,INC: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "M- 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. TER DTATION 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. Nfisnse 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. ADVERTISED/ENT: 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. ]NSPECI1ON: 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 #00-0009.03 & consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Helaaay A. MAar P.E. / 407 MANE-DADS COUNTY, FLORIDA METRO -DADE FLAGLER BU1 iG 140 WEST FLAGLER SST, SUITE 160 • MIAAi1, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2903 NOA No 03- 0421.13 Expiration Dab: 1I/16/2005 Approv Date: 10/23/2003 Page 1 Tow & Country Indnutiesdile. C. CALCULATIONS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBM11 " thD UNDER PREVIOUS APPROVAL #00- 0809.D3 A. DRAY/DIGS: 1. Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. E. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00-028 dated 06/28/2000, signed and sealed by Christopher G. Tyson, P.E. • C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 10/26/2000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CE13a 'CATION: I. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter Aluminum Corp. with physical properies. 2. Certified Tensile Test Report by Certified ied Testing Laboratories, Report No. Cm- 592F dated 06/26/2000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. NEW EVIDENCE SUBM1 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. 13. TESTS 1. None. E -1 Eehny A. Makar, P. E. Product Control Examiner NOA No 03- 0421.13 EapfratIon Date: 11/16/20©3 Approval Date: 10/23/2003 TD & Countr. 7 Incinstries In.. NOTICE OF ACCEPTANCE: ETMEN SUBNU i_ti) D. QUALITY ASSOURANCE • 1. By Miami County Building Code Compliance Office. MATERIAL CERTUICATIONS 1. None. E - 2 • 11,1-2 4 liebray A. Msksr, P. E. Product Control Emminer NOA No 03-0421.13 &pi:ration Date: 11/16/2005 Approval Date: 10/23/2003 LABEL LOCATION f- -{ z l 1.05" � 1/4 -20 MACHINE SCREW @112" 0.C.(STUD DIRECTION MAY BE REVERSED) c 14.632" 1 STORM PANEL 1 SCALE s 3" • 1' -0" .375" R 1.00" MIN. 5.00" MAX, 2.02" 14 .090" 9 JAW• In,215 1.060• 0 .315" R S 525" 1.05" MIN, (TYP.) ° o . ♦ 1 1 ' 17 " GE NOTES: p p 5p�� pppE S � H p1 �EEp P CCEEMp p y 1. {T I A11 I pppp r t � DN7Up.NI, O 1y 0 T F 5 tI OR THE HICH CI A CI Y RRA ai ZONE - lF1J ) OFT E FQOR A gg C0 � CLE SS�p 7�9E 2. TTO VERIFY LT HA 7TFTAgNCAH33Y. IN[fiFASE ItJ ALLOWABLE WAS USED 1N i THE FEC9ASSTENEEIEERCCAp1 Nf I g 3 N p N p yE p L Tp 5 y � H � g p�p N� a 3• T W 9 I { I EE ITOpY INQCAECCP�R7D5ANC� p NHEf lecCIPFl ANORGOVERNING 4. F 77 O g R 55 S gE IT gq EP pp SF Op E yy CI gq FI � APa OP THIS SIfitAWF SYSTEIMCLUDE INPORMATION 5. ADMINISTRATIVELCODE.MENTS COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA • 7• THE AP1 DOCUM,ENTSITI'QNS TO THESE APPROVAL DOCUMENTS WILL VOID 8. DUILDINGpOFg7kICIAQ5MAYELEC •5OT�- 99O E ry 8 9 T � o �t H 0 [ F WI ` pp;{ O MgTT NNT8 .1U11M�E ' THE A) [E 2LEDET7EF�Aq LIC p9I9FI IP 0 5 A OONgDIp71 UCTA- 0M P L TFI B � U R L OI p NG p OFFI AL B) S CURES FfiO AOE ?Miff PROOROLPOI .?SISN AND Z ZON EA 1 ARS O oilYL TTD9f? D AC[E PITEO HE EVERtit OFPICIALE. E 9 AS FOLL NE MARKING PER PAINEL AN SHA BE PERMNTNYLLA�TH A g TOWN E. COUNTRY INDUSTRIES. INC. ELFD rx FT. LAUDERDALE, FL. MIAMI•DADE COUNTY PRODUCT APPROVED w 1 °.EDU0WING MINIMUNLTWCKNE55 AND MECHANICAL PROPERTI65,LNOMINAL 0.Ia. 11. ALL L ALL EXTRUSIONS yr5 SHALL BE 606 -T6 ALUMINUM ALLOY. U.O.N E 12, I MINIMUM TENSILE ST p 0p 60 K.S.IV6INSNE0 OR STAINLESS STEEL WITH -1 13. FORAh" ANOVHEADFR MOUINGHOONDITIONSITY WHERE APFPEICABLF, EIXCEPT 1 2.02" 5E No. 10 1. 6_000" COVERAGE 1 } e,212" 0 2.030" (-M HALF STORM PANEL 0 "Ii" PLEADER SCALE . 3" • 1' -0" SCALE . 3 • P -0" 4b STUD ANGLE O ANGLE O C -TRACK (FINISH) lie C- TRACK O BUILD -OUT F -TRACK SCALE . 3" a 1' -0" SCALE , 3" • V -0" SCALE . HALF SIZE SCALE 1 HALF SIZE SCALE , HALF SIZE - 1 W J 0 t H 5. a a IA Lmax., SEE STDRN.1'AN €L SPAN SCHEDULE - TABLE 1 TYPICAL_ HORIZONTAL ELEVATION SCALE, 1/4" • 1' - 0" WIDTL {UNLIMITED 1 (PERPENDICULAR TO PANEL SPAN) TYPICAL SECTIONS C =/ 3 365'_MAX; - 092" • _117" 37'7" • 0 TOP MOUNT SIDE PLA VIEW 6 0 "0 kLYIIOLE SLOT • • TYP. - ■BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE. 1 /4" • 1' - 0" .376" .190'11 55" r 13 "! 655" 0.090' (TYP.) .190' 7 OPTIDNAL . LEG DIRECTION O 8a "F" TRACK "F" ANGLE - TRACK @ SCALE HALF SIZE SCALE , HALF SIZE .060 "3.•0" MAX. 2.250" 250 or ea• -1 0 • � = z 1/4" MAX. = 0. • FASTENER (4 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & p 8" O.C, FOR DESIGN LOADS GREATER 1/4" 315 "0 THAN 110 P.S.F. (5EE ANCHOR SCHEDULE FOR ANY ACCEPTABLE MAX. ANCHOR) 315'0 76" • 313" (465" 1.655" 0.090 "0,090" ITYP.) ALUM. ANGLE CLOSURE PIECE 1 "x2 " MIN.TO 2" x 5" x 0.125" MAX.- EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1/4" MAX. .440" BUILD -OUT MOUNT CLOSURE DETAIL . TYPICAL CLOSURE DETAILS (PLAN) SCALE. 1 -1/2" • 1' -0" 9/4 -20 MACHINE SCREW _(612" D.C.(S_TUD BE R E V ER S ED) G 1351.TY � 00" MIN, 5.00" MAX. " MAX ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. 1 0' 1/4 - 20 MACHINE CREW ply O.C.(STIJD DIRECIION MAY-. BE REVERSED), I 2.00'_ 1 O "1.1" HEADER . 8a BUILD -OUT' U° HEADER@ 4 STUD ANGLE STUD ANGLE SCALE , 3" • 1' -0" SCALE . 3" a 1' - 0" SCALE 1 3" • 1' -0" SCALE , 3" . 1' -0" m r m 563 "0 30" 120 R D 050" 6063-76 ALUM) • (ZAMAC 3 ALLOY) KEYHOLE WING NUT Q WASHER' SCALE , HALF SIZE SCALE , HALF FASTENER (4 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & p 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR • SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. TRAP MOUNT CLOSURE DETAIL WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE • • EXISTING CONCRETE, HOLLOW BLOCK OR 1/4" f //'7-.i\ MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL PRODUCT REVISED 07 C6aiylyIngg with ILI Fbdda B uldlugCoI• Acceptant N ' ' *0' 2/ • II Espirito D01 - - i r D • fL 1I / 611•01914107106141 0)1X100 W • 06//004/2505) ��•�" J f•ra "nFr•1 •aabn er .(n.i•aa •y1 a<• x. L aravN• ®I -°?59 (sheet 1 Of 6) 11.1. KNEZEVICH FL Mama Ha 1' 0510943 6 DETAIL©( "PAS$ THRU" SEC.) ANCHOR SCHEDULE 1 /8 a ITW • TAPCON W/ 7 -3/4" MIN. EMBEDMENT COND. I BLOCK 1 /4'o POWERS CALK -IN W/ 7/8" EMBEDMENT a 1/4 -20 STAINLESS STEEL MACHINE SCREW CONC. I BLOCK I/4 cox MIN. - /2 LONG W000 LAO SCREW W / tuNimum 1-3/4" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN W000 T^ 3" lo^ 4• 12" 0 "r) • 0 rl EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2- EXISTING GLAZING SEE MIN. STORM P SEPARAT ION FROM GL TABLE 2 2 CONNECTION TYPE REFERENCE ANCHOR' SCHEDULE FOR MAX. SPACING - -C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE -ANCHOR SCHED. BASED ON TYPE OF STRUCTURE WALL MOUNT SECTION A SCALE, 3" a 1' - 0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX.., SPACING' 1/4" MAX. ANEL 0 ASS ©I u ' C�u SCHEDULE FOR MAX. . . 1/4" MAX. C4 CONNECTION TYPE CONNECTION TYPE co 1 " 1' REFERENCE ANCHOR '�'� SPACING O D CEILING/FLOOR MOUNT SECTION SCALE, 3" x 1' - 0 " -- • 1 /4" MAX. WW z m a s I" E GLAZING — XISTING Ey 9 w I/1 U M • E Q 1/4" MAX. 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1TYP. TOP AND BOTTON) SEE STORMPANEL SEPARATION FROM GLASS TABLE 2 MAY B E Ia 5 EVERS EO OPTIONAL TOP MOUNTING 4414 x 3/4" TTEN SCREW MACHINE BOLT WITH LOCI( NUT 12" O.C. (TYP. TOP BOTTOM) BIJILD- OIJ'LMOUNT SECTION 0 " 5EE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 -- — OPTIONAL LEG DIRECTION 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FO, 1/4" MAX. OPTIONAL LEG DIRECTION EXISTING GLAZING— EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCIIOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EMBEDMENT VI N U 2 • "x5 "x1 /6"• o x CONT. ALUM. a ANGLE OR 4" ▪ x 1/4" x CONT. ALUM. FLAT MAX. 1/4 "0 THRU BOLTS W/ LOCI< NUT @ 12".0.C. f– FASTENER, SEE DETAIL "' - ©ANCHOR SCHEDULE,' FOR MAX. SPACING 2 x 5 " x 1/B" C1 CONNECTION TYPE 5" x AWN ANGLE REF ANCHOR SCHEDULE ERENCE FOR MAX SPACING -EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE DETAIL© ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX THREE 1 /4"wx MIN. 4" LONG WOOD LAG SCREWS 24" 0.C. MAX. WITH 1 -3/4" EMBEDMENT INTO W000 MEMBER 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX: SPACING EXISTING, CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE (TYP. TOP AND BOTTOM) 10 a EXISTING GL A ZING - SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 "PASS THRI O N 1" SECTION CEILIN a MOUNT / BUILD OUT SECTIO O SCALE. 3" = 1' - 0" SCALE, 3" 0 1' - 0' ----FASTENER Cd 6" 0.C. OR (d 12" 0 C. ,BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER C CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O F" TRACK /DIRECT MOUNT SECTION SCALE, 3" a 1' - 0" I . 5 0;M PANEL 5ER. FROM GLASS TABLE 2 1 .0. 1 74111111111111111 .1111".. �► tea r� ! NNW I© N14x 3/4" TEK SCREW ^ p12 "O.C. BETWEEN m TRUSSES XISTING GLAZING J WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. 2 w , 0. lA PRODUCT REVISED ascot 11(341® 1 411 Midi UuIJIugCoda Acccpl/aco Nt 2j. Exp 410/1104 10 • act C4u1101 15 • A o w 1/.1. KIIEZEVICII 1010f4100:141 1 Et16BIFEx NOE" "r Oa N�Il10117 SEE IN. STORM P GL N AS 5 2M ILE keel i -1/2' . 2" N. WOOD ROOF TRUSS OR FRAMING MEMBER EXISTING STUCCO FINISH OR PLYWOOD SOFFIT EXISTING GLAZING 1 "x4" OR 1" x 6" .062" CONT. ALUM. TUBE (6063 -16) GLASS OR DOOR • SEE MIN. • 'STORM PANEL • SEPARATION FROM GLASS TABLE 2 .1- /2 "1 -1/2" 7 1" J - y K" � ern 2" x 5" x 1/8" CONT. ALUM. STUDDED ANGLE W/ 1/4 -20 STUDS @ 12" —04 CONNECTION TYPE REFERENCE ANCPIOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR W0013 FRAMING. SEE • ANCHOR SCHED. BASED ON TYPE OF STRUCTURE' O BUILD -DOWN / BUILD -OUT SECTION SCALE. 3" • 1' - 0" DETAIL L -4 4 1 w 03 X • 0. N 4 • C1 CONNECTION TYPE REFERENCE ANCHOR' SCHEDULE FOR MAX.' SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WORD FRAMING. SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN ° t1 " HEADER OR " U • HEADER TOP MOUNT O C -TRACK ASSEMBLY - INSIDE MOUNT K SCALE. 3" • 1' - 0" • 4414 x 3/4" . TEK SCREW • p 12" O.C. . m BETWEEN TRUSSES —ONE 1/4 "0x MIN. 5" LONG WOOD LAG SCREWS (0 24" 0.C. MAX. WITH 2 -1/2 " EMBEDMENT INTO WOOD MEMBER TWO 1/4 "0x MIN. 4" LONG W000 LAG SCREWS 24" 0.C. MAX. WITH 2-1/2" EMBEDMENT INTO WOOD MEMBER J n E -1/4" MAX. Z a D. 6. to w • 0 X 11 4 >: 0 J TWO 1/4•0x MIN. 4" LONG STAINLESS STEEL W000 LAG SCREWS [a1 24" 0.C. MAX. WITH 1 -3/4" MIN. EMBEPMEN IN CENTER OF STUDS • • • 1/2" PLYWOOD EXISTING GLAZING w EMDEDMEN SEE MIN, STORM PANEL SEP. FRO GLASS TAOLE 2 51 2" x 6" P.T. CONT. WOOD BLOCKING : TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT • E 0 4, E . 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD it 5/16" I•D, AND 1/2" 0.0. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) 1/16" MIN. O C -TRACK ASSEMBLY - (BLOW UP) L SCALE HALF SIZE . i'.•'i:�ififffi.if. 3iS: =ii off_ ° ° ;z== :•••••.•-•[[.. CONT, 3" x OR 4" x WOOD FRAMING REQUIRED 1/4" .MAX, J im 4 4 f EM8EDMEN IY ' of f a O. �o . p1 "t EXISTING u GLAZING- - 4 Vt SEE MIN. E STORM PANEL. SEPARATION -' 4 i1 FROM GLASS TABLE 2 I 1/4" MAX. 1/ "0x MIN. 2 -1/2" LONG STAINLESS STEEL W000 LAG SCREW @ 12" 0.C. ' W/ 1 -3/4" 611060116147 INTO WOOD BLOCKING (r CEILING /BUILD -OUT MOUNT SECTION SCALE. 3" ,u'1' - 0" USE®OR 6a WITH 1/4 -20 x 3/4" MACHINE SCREW • WITH .675" 11 .675" x'.125" SQUARE SCREW HEAD C4 CONNECTION TYPE • USE 1/4' WOOD LAG SCRE4! OR 1/4" ELCO - MALE /FEMALE PANELMATE REFERENCE ANCHOR SPACING SCHEDULE FOR MAX. WOOD FRAMING • F 1 tt • a v 14 I ✓ • M ' 10 ‘ z 6 J N' • O BUILD - OUT/FLOOR MOUNT SECTION • SCALE. 3" • 1' - 0" FIN ' • LOCATION • OF STUD O ' N.T.S LACK ASSEMBLY (ISOMETRIC VIEW1 , • 1/2" 0.D. x 1/4" I.D. NYLON BUSHING . OR 1/4 -20 S.S. NUT ITY .1 TWO 1/4 "08 MIN, 4" LONG STAINLESS STEEL WOOD LAG SCREWS 24" 0.C. MAX. WITH - 3/4" MIN. EMBEDMENT INTO EXISTING STUDS 1 "x4 "x1/8" x CONT. ALUM. TUBE 4414 x 3/4" . TEK SCREW @ 9" D.C. ' 1/4" MAX, 1/4" MAX. C CONNECTION TYPE • REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • PRODUCT REVISED as comptylax I0W3 {Ilo Max Duldlu3 Coda' Acceptance N 0 - 0 3. .Explgaltun Dal p - 1 / Produc! Coalrol • DivIkIon • 0 [ V.J. KNEZEVIC..H P/1011551011•1 11:0411i4 Il tka"W Ile: /1 81 144/3 S E[ a `1f1003 4.. ,• nuan •^1 E ias A C . EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 1/4 -20 5.5. BOLT & BOLT & WINGNU @ 24" 0.C. (TYP. 20 GAGE STEEL BENT PLATE OR 2" x 2" x 1/8" 6063 -16 ALUM BENT PLATE O WOOD CEILING/ INSIDE MOUNT SECTION SCALE, 3" • 1' -0" 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C, (TYP. B E T PL 6063- T6 8 ANGLE 4" MAX. EXISTING BAY WINDOW MAX. 1" OVERLAP EXISTING WOOD • FRAMING. SEE ANCHOR • • SCHED. BASED ON TYPE EXISTING CONCRETE, OF STRUCTURE HOLLOW BLOCK OR • • WOOD FRAMING. SEE • 'C4 CONNECTION TYPE _ • ANCHOR SCHED. BASED REFERENCE ANCHOR ON TYPE OP STRUCTURE SCHEDULE. FOR MAX. SPACING —1/4" MAX. -.1 lo ua F 1' 1 EXISTING h j . GLAZING — r- w to w' SEE MIN. in 1.., STORM PANEL N SEPARATION X = EXISTING CONCRETE. FROM E LASS E IA HOLLOW BLOCK OR. - IA WOOD FRAMING. SEE' • ;v"MAX. ANCHOR SCHED, BASED ON TYPE OF STRUCTURE • 2" x 5" x 1/8" CONT. ALUM, ANGLE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, . HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1" OVERLAP R TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE, 1 -1/2" • 1' -0" J; 1 • I 2 2 "" " 2 4" I" 0,055" 6063 -76 ALUM. 2 "Ii 5., 5" LONG HANDLE RIVETED TO PANEL PUNCH 1/2" k 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE ®TYP. 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT ({0 • 12" O.C. (CONNECTS TO ADJACENT PANEL) WALL MOUNTED 5 "x2 "x1 /8 "o.CONT. STUDDED ANGLE (SEE SECTION T) C1 CONNECTION TYPE I REFERENCE ANCHOR SCHEDULE FOR MAX. TUBE SPACING © WALL MOUNT SECTION SCALE, 3 " o1' - 0" .O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRJ N.T.S. " A 1 "" Z 2 "" ?" 0,055" 6063 -T6 2 "" 4" ALUM. TUBE 2 - 5 " -• -02 CONNECTION TYPE . REFERENCE ANCHOR SCHEDULE FOR MAX. • SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. Z - 0. EXISTING « 1 GLAZING O w w h1 w 11 VI E 6 -J N • "1/4" MAX. EMBED WIDE NOTCHES (TYP. BOTH SIDES! • • EXISTING CONCRETE, HOLLOW BLOCK OR • WD00 FRAMING, SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE g gr�NG NON - STRUCTURAL CONCRETE FINISH MATERIAL O WALL MOUNT/ BUILD OUT SECTION SCALE, 3 "0 1'- 0" 1'- OLLOW BLOCK DETAILS® & 0 NOTE; CONNECTION DETAILS THDEPICT T THE FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. . (MAX. PANEL HEIGHT a 7' - 4" & MAX. DESIGN LOAD w 72.00 P.S.F.) O INTERIOR FASTENING ANGLE ASSEMBLY SCALE, 1 -1/2" • 1' -0" NON- STRUCTURAL FINISH MATERIAL BRICK OR WOOD 2 CONNECTION TYPE REFER NCE ANCHOR SPHED_LE FOR MAX. 1/4" MAX. 1/4" MAX: • C4 CONNECTION TYPE' REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3 /B "m HOLE FOR. FASTENING PANEL PRODUCT REVISED as complying wib Gra Florida Building Cade Aeceplaaco No o O Z 1$ Lirplr Uua Da l os B } , Qal l oin D L'what CualrOI ol Uhislo.. • • e 9j S • • a w m a 5. V.I. KIJEZEVICII FL IW �w Ilc Ili 010111 SE 2 200, 5 9 1 9 11 5 9 1 9 11 L 8 6 /I 51 7 5 or 9 1 4 5 5 5 9 1 1 9 L 9 51 51 WOOL 1 HOLLOW CONCRETE BLOCK - • 5 9 Y 9 11 9 L L I.I. 51 6 Ot It 51 S 1 O. S 9 9 11 £l L 5l 51 0 LN3W039W3 •NIW.1 /1 -1 /M • 5 9 S EL 9 6 11 It 51 11 El 11 51 5 6 : 51 9 1. 11 71 71 6 7L 51 0.59 xfld 1.1.183 0313 0.5/1 L e e '� 7t 6 it IL 7L 7/ EL hl Yl It 7l 9 6 71. It 7l ll 7l 7l 71. p•L5 q � 1' -I 6 01 51 71 51 51 It 11 71 51 11 51 51 51 Ti OL 71 71 11 7l 11 51 11 0•05 E 1 E 1 9 5 7 5 7 9 5 9 9 11 IL L E 5 5 6. 5 5 01. 01 0'001 _ YOH H11M M38)5 8MH3VW 0 'NM 'I LN7NI Y 02 5 l'9 ", /M .31VN13NVd. 3151.13.1 /0198 axle 0.5/1 ',,, II p E 7 5 � � 6 1 9 6 9 ' 9 11 51 5 1. h h 7 L 6 5 lL 51 Zl 0.95 1 5 h 1. 1 L 0 51 y 9 5 5 L 11 14 L : Z l 51 0.59 5 9 S 01 01 L 9 51. 51 51. 0 it 1 it it I . 01. 9 L 51 ZL 51 9 . 51 51 0.55 9 L 51 51 6 01 - t 01 Zl 51 21 it it . 51 1. 6 51 51 51 14 51 51 51 0 7 5 1 8 1 5 E , h 6 5 L 9 11 I 3 9 7 4 5 % 5 9 E 5 6 6 0 . 0 /43835 3N0435.41 13515 5s31Nrv1s oz -hn 1 LNSW038 /8 Ni -91tl7 Stl3MOd (6.1/1 N3 JUL 1 I■ 74 *' I. 5 Y 9 5 9 6 9 01 L 6 ZL hl 9 E h 9 8 5 6 LL LL 0 1 9 01 01 9 hL 48 51 0 5 9 9 11 L 6 El It 51 11 Et 51 71 6 5 11 El 51 L hL 7l 0'55 ' L 8 11 7l It O } Lt 71 11 1L 7l It It 7l I S 6 1.1. 9 7l it 7L 6 yl 11 0.01 E E E h 5 E h 5 E 5 5 9. f 9 h 9 9 9 5 E 1 S E 7 5 L S 6 11 L 9 5 9 9 01 1 B Et 51 9 Ol El 51 El ht 1 1� 1 r ' � 0 / ' S S 9 L 6 h Y 5 9 5 9 9 01 5 9 9 01 E 7 9 L 1 5 L 9 51 L L 0'001 L ' '. 5/1-1 /M NO3dV1 • 0313 80 Mil .L.,/1 <11511 11111111111111111 ** ' 6 51 6 0 EL 0 59 7L hl 0' ZS 5 9 01 02 1 71 01 £l 51 11 II 5 . 6 9 2. E1 EL El 6 Ll 71 51 71 0'01 11 51 11 It 11 It It 71 h1 51 11 01 1 /1 '6 '01 OL 51 7L ZL 51 71 71 11 0'001 MelloN07'IB'd 006'e'N01) 1N3NO39•3 'NM .7 /E-t /M 5(31'13138) 0)13 0.9/t CONCRETE 01 Lt 51 11 ZI 11 51 51 U fL 51 1I YL 71 ,1 51 1I 71 11 EL 7 71 51 71 52 11 51 52 11 IL 51 It � It 71 51 ht 51 It 71 11 71 51 71 11 51 51 11 11 hl 51 51 IT 1 � 01. 51 51 It hl 71 51 hl U El 71 71 It 51 1L 51 11 11 0'81. 71 It 11 51 71 hl 7l 11 yl 11 51 51 11 IL 51 51 0'59 IL 11 hl 51 It 11 51 ht 5L 71 71 1l 51 0.55 It 0.01 L e 1. Zl L 9 9 1. Ll 6 It 51 El L 5 51 9 L 5 1. Zt 9 01 01 51 51 0'001 (517805071 tz6'e'NIW) 11181/11/5 /538)5 3NIH)VW 0Z -1 /L '0 LNSNO30W7'Nnl 9/6-1 01283'1 /M / .31VW13NV 13 0d. .65/1 1198 03 . COL IK . 1. 9 L 51 9 01 9 it 51 El 51 51 it L 5 it L 6 9 51 51 11 51 51 51 51 0 9 01 LL 4 5 Ll 51 51 51 51 51. : 9 . Zt 6 14 51 Zl El Lt 51 51 51 51. 0'Z9 6 ZI It 51 51 51 51 51 Lt 51 it : • 6 51 11 51 Et "51. 51 51. 51 51 51. 51 0'55 51 EL 51 Et Z1 Zl 51 LL Et it 51 ' 51 51 Z1 Z1 51 51 51 Z1 51 51 51 51 0'01 9 IL 51 L 6 ri 11 51 I 51 11 51 11 9 It 7 5 9 9 11 9 L 51 7L 51 O'00L (91 9113N0o'I'9'd 000'9'NIW) M 7 3NIHV4113319 5531 81915 3 05 -7 /t N 1838030 ,.9/5 a /M /1 81'8193 SMOd .t ' �} �'�� y � /P �� t � ]j '' 9 6 01 fl 01 LL hl : 01. •51 7l Ll ' 71 hl 71. 71 51 1l 51 6 Z1 51 hl 1 1 h1 � h1 II 11 1l � 51 � y1 41 ht 71 1l h1 h1 11. 11 hl 1l 71 qt hl 11 . 9 9 tl hl 71 71. hl 11 9 L 6 11 9 9 01 EL 6 1l 71. ht 11 71. 7l h l 71 hl 8 6 7l 7l ht 0 ll 51 71 72 7l 0'1.9 Et ht hl ht ht 0'Z5 ht 71 7L 71. 7l 71 51 0'01 2. 9 9 6 51 L Ns hl 11 51 11 11. 9 51 9 L 9 8 11 9 6 11 11 11 le13tlON001'9'd OOO'e 'MW) 11'Nltt / N .5 /0-t 1.83110 0)13 80 8.1.1 0...5/1 =1 11111111111111111111111117E 2. 9 9 9 Yl 9 01 6 11 121 11 71 L 9 8 hl L 9 9 71 hl 01 51 51 h1 51 0 L 6 9 51 71 02 Et 1L IL It It hl L L 01 11 6 01 71 11 71 El hl 11 11 11 0'59 6 .11. 51 h1 11 52 It 71. 51 51 21 71 11 51 71 51 51 la It 71 51 h1 51 11 11. 51 11 51 01 6 51 01 51 y1 It 71 71 11 EL It 51 51 hl It 51 71 51 o'ZS 71 71 Yl hl 71 h1 hl 72 71 71 0'01 57 0 91011 73 3 1 1 1 7 - 7 2-(m W oan 53 335) 1910, 13 • 53 (5 N 53 3l1 3� w Ov 23 g39) t 13 63 • E ' N 13 3l1 3� z <m n s- o 57 934 13 53 91011 13 E 3 3 Z im IL dun Z3 39) 13 53 .. (E 73 3 3dA1 E3 N •',9 - .9 1 SNVdS 53 13 g33) 339 S3 (E [J (1 01 13 3 3dA 31091 0 d1 53 N SNYdS 53 3S) 339 9 13 (( 3108 335) .� S d (MI OYO1 . -- -' .' ' . tlO ' • . 010 a cc, 2 n m (l 308 01 dfl SNVdS 335) 11 3108339 9 01 dfl It 31091 0 -.9 SNYdS 01 dn SNYdS 339) (/ 3LON 0- 01 dfl SNYdS 33B1 0 -.21 Zt (1 3108 9 01 d .3UNtl1SIO 303 4E'NI12 . : 30NY1910 U Maim)) FJUI'(JNI/ 3903..5' • SNVd9 UNV 80901 800930 ono t1V I g3H�Q 3 !( , l 9 ,. DS ONIOVdS WNWIXVIN LI3N318Y9 . . Tcaaa i y lll l� ^ '2111 0 0 3 l 1 x+'1111 Pa 11100,M1�U '1 0114 11311135111,1 I 'A 1 3 ro 0 J 0 h 2-1 z� 13T• nm r B • 1 Pnjpei s nDI51A14 ..� P 0 0Ie 1 e[ty .Eg 1011'1 'looney 10173 •1 p »ry QPN MU Mee D 0 m Aamo3 i • 5)0014001.0f100ttd • • • S310N ainaRHOS HOHONV 3,131d7503 VOA 9.10 9 3EIVd 3351 • . • • • FASTENER MAXIMUM SPACING . 01 . ; r.anut_ maim LOADS AND 8PANa ( " - • . I - . • - - OUB 3uni3nais ONLLSDG • . • • • , ANCHOR TYPE • • . . • OAD ( W ) P .S . F . MAX. (868 NOTE 1) ' MN. 3/4 mop mamma SPANS UP TO 6' - 0" 8 E NOTE 1) ' SPANS OP TO 8. - 0" ( SEE NOTE 17 SPANS.UP TO 12' - 0" (SEE NOTE 1) (KEA C1 I:IENNECTION C2 C3 8) C1. CS CON4IWION (BEd Ci C2 NOE C3 9) CI. CS CONNECTION (8EE C1 /Yu_ C2 Nolo C3 9) C4 C5 OOOM 2" MIN. 8= 1/4"s A MIN. 9" LONG LAG SCREW W/ MIN. 2 EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO ' WOOD GRAIN 40.0 14 14 44.- 14 13 14 14 14 10 9 14 14 14 7 7 52.0 14 14 16 11 10' 14 14 14 8 7 14 14 13 5 5 62.0 14 14 14 9 9 14 14 11. 6 6 14 13 9 4 4 78.0 14 14 14 7 7 14 14 11 5 4 14 10 7 4 4 100.0 14 14 14 6 5 14 10 7 4 4 14 10 7 4 4 1/4"O ELC0 MALI/ egmAu I .9 ANELHArr w, 1-7/8 1110. 008000191 4 1/4-20 MACHINE SCREW WITH NUT 40.0 14 14 14 14 14 14 14 14 14 13 14 14 14 11 10 52.0 14 14 14 14 14 14 14 14 12 10 14 14 12 8 7 62.0 14 14 14 14 12 14 14 14 10 9 14 13 8 7 6 78.0 14 14 14 11 10 14 14 10 8 7 14 9 7 6 5 100.0 14 14 13 9 B. 14 9 7 6 5 14 9 7 6 5 ' 40.0 14 14 14 14 14 14 11 11 8 / * 4 ' \ \ 42 52.0 14 14 14 A . a 12 12 10 .0 4 4 8 0 4 7/16"0 WOOD BUSHING W/ WV MIN. EMBEDMENT 1 1/4-20 STAINLESS STEEL MACHINE SCREW 62.0 14 14 14 o 10 6 %Al 7 1. 3 r i r 78.0 it 11 9 (0. 6 4 100.0 9 9 5 r r ,../ 6 3 O 9. 2) 6 3 r / l-Q al -t W N . MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.)'.) ACTUAL SPAN (L) ' (FT - IN) COLUMN 1 ' COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS LESS 7)7491 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30 ABOVE GRADE IINCHES) ' 40.0 a-a 3 2-1/4 10-6 5 3-3/8 • 50.0 e-a 3 2-1/2 9-10 5 3-1/4 80.0 .8-8 3 2-3/4 9-5 • 5 3-1/4 70.0 4-0 3 1-1/2 8-8 3 3 9-0 5 • 3-1/4 80.0. 4-0 3 • 1-1/2 8-4 3 3 . 90.0 4-0 3 • 1-1/2 7-9 3 2-3/4 100.0 4-0 3 1-1/2 7-3 3 "• 2-1/2 110.0 4-0 3 • 1-1/2 6-9 3 • 2-3/8 120.0 3-0 3 • 1-1/2 6-4 3 2-1/4 0 0 0 Z- V.1. KNEZEVICII PROFIWONAL 1000001 R Mum Ns 1112021112 d." 04/04/2003 SEP 2 ' • 003 GCS .• 11131110 tl•• bE • ThgLE1N01€1 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND ' USE THE LESSER VALUE OF THE TWO. , • 2. FOR OESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY•BE USED TO DETERMINE ALLOWABLE SPANS. • • • • • • • • • • . • • • TABLE 2 NOTE 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN, STORM SHUTTER SEPARATION FROM GLASS. • • • . . . .... . . . . ... „ . • ' . . . . . • . ' . • ' •• • ANCHOR NOTSSi . . . • I .. fraitinitlipITEM15 SO EitlAW111212S141 • 2 W HAITEiliggessfen • 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. • 4 ' igiV Va nrE S. ANCHORS SHALL OE INSTALLED IN ACCORDANCE • WITH h1ANUFACTURERS' • RECOMMENDATIONS. • • 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUOES WALL FINISH OR STUCCO. ' 7. WHE (pet Iren 1.41 4,0D.Fitni 54101ATAtilg • tYlVis s woloo PA8TIRINVIO P7. WOOD PS ACCEPTABL7. oM.y OPR sloe PIE ES, B. WHERE LA0 SCREWS p 70 ,N,441 9 i t t cA8Tel ; I 1 ED ,1041E4911 5 9. 6 .0. 1/01 ETIE r It P A fg?.15L HEAD SIO WALK OLT), 10. , DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. " C Et G . t t 1 ,167 E • Agnu BY REMOVING MACHINE • T A B 1 MAX. ALLOWABLE • STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE DESIGN LOAD (P.S.F.) 40.0 45.0 50.0 55.0 60.0 62.0 65.0 • 70.0 72.0 75.0 BOA 900 .100.0 110.0 120.0 130.0 1400 150.0 160.0 170.0 180.0 190.0 200.0 210.0 220.0 230.0 SPAN FOR NEG PRESSURE (FT - IN) 12'-0" ' 1T-3" , • 10 • 10 • 9 9•-7• 9 9 W-3" ' • 7 W-7" 13 • W-6" 5 4 3 3 3 3'-1" , 2 • SPAN FOR P05 . PRESSURE (FT - . 10 10 • 9 8'-11" 6 7 • • 5 4 • 4'-3" 3.-6" 3 • 3 3 . -0" 2 2 • PRODUCT REVISED • . u complyWw1111 tbo Kukla ' OtatIlosCodo Ageopl 42 4r 13 1 Art4".'" . .4 Pro uttCou(r • 0(414118 ue 03-259 sheet 6 of 6 J Date Type Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT : J 305- 795 -2204 Building Inspection Requ Address Company Phone # Inspection Date Correction Re- Insp'n Fee / q L acv P /r 9 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Tenant/Lessee Name $ Value of Work For this Permit Code Enforcement $ Total Fee Now Due $ 0 (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ■ Permit No. 77P/2_,.; _� 1 ster Permit No. Electrical 'Aumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) tC l 'P) .0 €12 Q Phone # Owner's Address 17- 35 tJ b'd -jT city OTItchw1 44'I"D2LS State EL— Zip 3 313€5 Phone # Job Address (where the work is being done) / Q3 .-T City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name l'(Ale-i- l'1.1--1.1 Phone # Contractor's Address Q5L0 _ €'1.--) ave._ . � � Q 1 City trek D1 .pY � 1� Zip 3L 1 Qualifier Y-F Vi t i �.(,c - z6 ; Architect/Engineer's Name (if applicable) Phone # 12,400t . Square Footage Of Work: Type of Work: ['Addition ]Alteration New ❑ Repair/Replace El Demolition Describe Work: � f1i O P Q 1 Lip nrin I 113 c h uuv1.u' ilix-) e rp 1 1 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ 56 y ''--- Permit Fee $ 700 CCF $ 74 CO /CC Notary $ Training/Education Fee $ p (6 0 Technology Fee $ 7i 50 Scanning $ Radon $ Zoning Bond $ Structural Plan Review. $ Sign: Print: 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 FrAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is •issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature P f BLIC: NOTAR My Commission Expires: 6) 7 , / ,_/ APPLICATION APPROVED BY: Chc 12/15/03 Signatur Owner or Agent The foregoing instrument was acknowledged before me this �G The foregoing ' strument was acknowledged before me this • Ali .. As identificatio. Dboit. pan %or 1D,4s 1 1.— 1, (1 ! ' A6 issron CC996822 jj 27 2005 o did take an oat c� ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** A M1�U11 , 20 0 by day dad , 200L1, by P--re— 1 c4..d day of o me or whn . ntificatio who is personally known to me or who ha •r.duced 1�JL /3 who is personally kn oath. NOTARY PUBLIC' Sign: Print: My Commission Expires: NAR -1 E5 /oft/Jo? (Certificate of Competency Holder) //�� / State Certificate or Registration No. Certificate of Competency No. 6571 /So,/ la ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2005 -269 Printed: 3/15/2005 Applicant: NICOLAS CAMINO Owner: CAMINO NICOLAS JOB ADDRESS: 1235 NE 93 ST Contractor MARATHON CONSTRUCTION Contractor's Address: 1901 NW 81 ST AVE Local Phone: 954- 596 -8581 Parcel # 1132050270040 Legal Description: BAY LURE Fees: Description Amount FEE2005 -3326 Building Fee $300.00 FEE2005 -3327 CCF $7.80 FEE2005 -3328 Training and Education Fee $2.60 FEE2005 -3329 Technology Fee $7.50 FEE2005 -3330 Scanning Fee $21.00 FEE2005 -3331 Submittal Fee ($50.00) Total Fees: $288.90 Total Fees: $288.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 8/24/2005 Construction Value: $12,400.00 Work: REPLACE 10 WINDOWS WITH 10 HURRICANE PANELS Page 1 of 1 PB 44-63 LOT 4 LESS W25FT 8, W25FT LOT 5 BLK 1 yo 2 3 PA \D liltg 2' Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: .M...'i i�.. ; w i�L,L•, .._._, ATiWRI1EIPARKMUST BE POSTED ON THE JOB S1TE AT TIME OF FIRST:INS.PECT1ON: PERMIT NO. TAX FOLIO NO, fr 700940 •STATE OF FLORIDA: COUNTY OF "47/7/ -6 Z'~ 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: (35 • cy\ l G.t. Y\ t 1 o - S FA 2. Description of improvement: 3. Owner(s) name and address: Name and address: Amount of bond $_ e Lender's name and address: different date is specified) Sworn to and subSSribed Notary Public Print Notary's Name My commission expires: 12..0t•52 PAvE.':102 Interest in property: Name and address of fee simple titleholder: t0 L r) �) r' rte. • •.+1 4. Contractor's namg,and address. - �—' l • 10 o • L 1 . 33 Y 4 �Cn. I / 5. Surety: (Payment bond reViired by owner from contractor, if any) cTary rc rr -m-, C.: R r -y in; ci r rota A i • 7 IRI 1 CFN 2t,005Rr0251611 OR Bk 23166 Ps 4421;' (ips) RECORDED 03/15/2005 09:31:18 HARVEY RUVINP CLERK OF COURT NIAI'II -DA(E COUNTY. FLORIDA LAST PAGI: 3S ' 4i'. "•ii:•j'• rry • ," ter' 1 ,711R I t \+ - •- f'='- vtf 7. Persons within the state of Florida designate by Owner 40.0_W LTI10 - r *� • •carriiien s' served as provided by Section s)7., Florida St utes, 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), Flor 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 attire o Owner Print Owner's Name+ \C )<l Prepared by , c \A , 20 "444, ps�,K,e i+ n cc ress: Opp p t rtA • u J m �"" of rt. , k 't-L Advisor ID Number `q Tech ID Number 1 == XXXXXX Hourly Rate 5.15 hour 5.1 Regular Hourly Pay j xxxxxx Regular Pay Overtime Hourly Pay xxxxxx Overtime Pay 7.72 hour 7.72=-hour Total Pay xxxxxx Total Pay Mileage Reimburse xxxxxx Other Commission Earned $c °'' - Other Miscellaneous Pay $ - Total Daily Pay S - Total Daily Pay 3) Outside salesman and Technician Recap 32 Mia.xls �j // ,�/ Date Work Performed: 9- ge° — 2004 Sales Advisor #6' Name: �i'�/ 4( Customer Name 1) ,& /z0F ,e 2 ) R.9S / Mileage Start: Asst Tech 1 # ame: Workorder# 9001/ Sales Advisor a 0 01 $ - the corporate office. Mileage end: Branch Managers Signature: Tolls /Parking: Telephone Other: echnician 1 •Technician2 Asst Tech 2 # Name: 0 U c 0 Za v 9 /9 'Description Item #1 Description Item #2 Technician # Technician # Print Technician Name, First, Last Tech Signature Chargeable Tech RETURNED FILTERS FROM CUSTOMER Workorder# Workorder# Size Size Work Performed at Job Site /Filter Size Cash Amt Redo Amt Time In: �� Time Out: 4 Hrs: Technicians pay description All technicians earn a reguiar hourly rate of pay which is minimum wage or ($5.15) whichever is greater. Te�prans are required to perform all labor during the day. Lifting machines, installation of parts, all air duct cleaning and tune -ups. Technician 1 Signature: Sales Advisors Job 1 -; ion All earned commission is based on the net sales amount. All parts and materials will be deducted from the job prior to calculating Sales Advisors Commissions., Sales Advisor hereby acknowledges that he /she has spent more than 80% of the workday directly selling goods or services to the above customers. Sales Advisor is employed as outside sales consultant, and is not eligible for hour s. Sales Advisor Signature: 0 O 0 Overtime Hrs: Miami $ $ $ 0 O O O a e o o Technicians 2 Signature r 6 . -2" x 5 10 9 6'4° 6 x 5 9 8 SUERO 1235 NE 93RD STREET MIAMI SHORES, FLORIDA 33138 1903115 13 12-5x 4 6'-0"x 8 7 6 3Vx '11 5 4 3 e ? C3 Suero =,OR_DA 31,11.J_1‘O CODS, 200"_ D S'GN ?'RESSUR;S' OR O?;NINGS BUILDING:DATA: >:> ....... ............................... Wind Velocity (mph) 150 Importance Factor 1.00 Exposure Category C Internal Pressure Coefficient + 0.18 Mean Roof Height (ft) Building Width (ft) Building Length (ft) Roof Slope (x:12) OPENING' OPENING MARK DESCRIPTION 1 Panels Only 2 PW w/ panels 3 Casement w /panels 4 Casement w /panels 5 Casement w /panels 6 Panels Only 7 Panels Only 8 Panels Only LOCATION ZONE 5 5 5 5 15 60 35 2 5 5 5 5 9 Panels Only 5 3 9.4 10 Panels Only 5 3 6.2 11 Casement w /panels 5 3 3 12 Casement w /panels 5 3 3 13.. Case /PW /Case Mulled 5 3 12.5 w /panels OPENING ELEV. (ft) 3 3 3 3 3 6.2 3 3 3 6 3 6.2 ( VERSION 1.01 ) OPENING DIMENSIONS WIDTH (ft) HEIGHT (ft) 3 6.8 9.5 6.2 3.1 STRUCTURES INTERNATIONAL, LLC 3.3 3.3 3.3 Copyright 2002, Structures International, LLC Company Mararthon Construction:: Prepared By sr -off .... ..- .... Client Name Suero Job Description 1235 NE 93rd Street Miami Shores Job Number MAXIMUM POSITIVE PRESSURE (psf) 42.8 41.6 42.8 44.8 3.3 42.8 -55.7 7;1 42.7 -55.5 6.8 40.9 -51.8 5.3 41.5 53.0 6.3 :.: .... 39.8 -49.6 5.3 41.5 53.0 3.2 44.9 -59.8 4'.2 44.2 -58.5 4.3 40.1 -50.2 Width of Edge Strip (a) in feet = 3.5 1903115.0 MAXIMUM NEGATIVE PRESSURE (psf) -55.8 53.3 55.7 59.7 2/23/2005, M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW 701" Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 4210, titled "Aluminum Fixed Window ", sheets 1 through 5, dated 2/19/97, with revision F dated 6/6/03, prepared by manufacturer, 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: None 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 revises and replaces NOA # 02- 0423.08 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02 -0806.04 Expiration Date: February 25, 2006 Approval Date: July 24, 2003 Page 1 COMPARATIVE ANALYSIS FOR 3/16' ANNEALED GLASS FTL -1530 WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 5 50.62554) 63.00014) 74.00055) NEG POS NEG POS NEG POS NEG POS NEG POS 18.000 (2) -120.0 120.0 -120.0 120.0 -106.0 106.0 -99.3 99.3 -92.8 92.8 19.125 (2) -120.0 120.0 -113.7 113.7 - 94.5 94.5 - 86.5 86.5 -81.4 81.4 24.000 (2) -120.0 120.0 - 84.3 84.3 -63.6 63.6 -55.7 55.7 - 50.1 50.1 26.500 (2) -114.2 114.2 -75.5 75.5 - 54.8 54.8 -47.8 47.8 -41.4 41.4 30.000 (2) - 98.9 98.9 - 67.8 67.8 -50.4 50.4 -41.1 41.1 -34.0 34.0 32.000 (3) -91.3 91.3 - 65.1 65.1 -48.3 48.3 -39.3 39.3 -31.7 31.7 36.000 (3) -82.0 82.0 - 60.2 60.2 -45.0 45.0 -37.3 37.3 -29.4 29.4 37.000 (3) -79.6 79.6 -59.1 59.1 - 44.5 44.5 -37.2 37.2 -29.1 29.1 20MPARAUVE ANALYSIS FOR: 3/16' TEMPERED GLASS FTL -1530 WINDOW WIDTH WINDOW HEIGHT 26.00052) 38.375 53) 50.62554) 63.000 (4) 74.00055) NEG POS NEG POS NEG POS NEG POS NEG POS 18.000 (2) -135.0 133.3 - 135.0 133.3 -135.0 133.3 -134.2 133.3 -105.3 105.3 19.125 (2) -135.0 133.3 -135.0 '33.3 -135.0 133.3 -127.7 127.7 -100.0 100.0 24.000 (2) -135.0 133.3 -135.0 '33.3 -132.9 132.9 -107.0 107.0 -82.8 82.8 26.500 (2) -121.5 121.5 -117.0 ' 17.0 -117.0 117.0 - 99.5 99.5 -76.5 76.5 30.000 (2) -121.5 121.5 -91.3 91.3 -91.3 91.3 -91.3 91.3 -69.6 69.6 32.000 (3) -121.5 121.5 -80.2 80.2 - 80.2 80.2 -80.2 80.2 -66.4 66.4 36.000 (3) -121.5 121.5 -63.4 53.4 -63.4 63.4 -63.4 63.4 -61.1 61.1 37.000 (3) -121.5 121.5 -60.0 80. -60.0 60.0 -60.0 60.0 -60.0 60.0 COMPARATIVE ANALYSIS FOR: 1/4" TEMPERED GLASS FTL -1537 WINDOW WIDTH WINDOW HEIGHT 26.00012) 38.375 (3) 53.62554) 63.00014) 74.00055) NEG POS NEG POS NEG I POS NEG POS NEG POS 18900 (2) -190.0 133.3 -190.0 133.3 -190.0 133.3 -156.6 133.3 -122.9 122.9 19.125 (2) -190.0 133.3 -190.0 133.3 -183.0 133.3 -149.0 133.3 -116.6 116.6 24.000 (2) -186.4 133.3 -166.4 133.3 -155.1 133.3 -124.8 124.8 - 96.6 96.6 26.500 (2) -141.8 133.3 -136.5 133.3 -136.5 133.3 -116.0 118.0 -89.3 89.3 30.000 (2) -141.8 133.3 -108.5 106.5 -106.5 106.5 -106.5 106.5 -81.2 81.2 32.000 (3) -141.8 133.3 - 93.6 93.6 -93.6 93.8 -93.6 93.8 - 77.4 77.4 36.000 (3) -141.8 133.3 - 73.9 73.9 -73.9 73.9 -73.9 73.9 -71.3 71.3 37.000 (3) -141.8 133.3 -70.0 70.0 -70.0 70.0 -70.0 70.0 -70.0 70.0 INOTE: NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. NON - IMPACT WINDOWS 1. GLAZING OPTIONS: A. 37" x 74' - 3/16' ANNEALED B. 37° x 74" - 3/16' TEMPERED C. 37' x 74' - 1/4' TEMPERED 2. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS I34SED ON 7 PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: 0' 4. REFERENCE TEST REPORTS: FR.-1530 & FR-1537 5. SHUTTER R£OUIREMENT.• MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REOUIRED. 6. ANCHORAGE: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL' 11.000 MAX. SPACING AT JAMBS: 16.000 7. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN WA/I -DADE COUNTY. 34' MAX. DAYLIGHT OPENING 3I MAX. 3/16' ANNEALED OR TEMPERED GLASS Robert L Dore. P.E. PE /39712 Structural //2" GLASS BITE GLAZING DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 71' MAX. DAYLIGHT OPENING T ■ 74" MAX. Raved By: F. K. Roved By: FK Roved By FK Roved By. FK Drown By: D.B. 116,: SerN- /YOaM: PW -701 Date: 6/6/03 Dote: 7/26/02 Oat.: 4 1 / /01 Oa e: 2 19/97 1/4 TEMPERED GLASS -+{ RevNJons: F -NO CHG THIS SHT Revisone: E -NO CHG THIS SHT &Mations: REDRAWN/UPDATE E1300 Revisions: ADD LG MISS. TABLE ELEVATIONS, NON- IMPACT (37" x 74") ALUMINUM FIXED .WINDOW Scale: NTS Sheet 1 o! 5 Drowhq No. PRODUCT REVISED Bac�Co the Florid. Acceptance No Date 4210 Rev. COMPARATIVE ANALYSIS F_ OR: 3116" TEA PERED GLASS FTL -1532 WINDOW WIDTH WINDOW HEIGHT 26.00012) 38.375 14) 50.62515) 60.000 (6) NEG POS NEG POS NEG I POS NEG POS 19.125 (2) -135.0 133.3 -135.0 133.3 -135.0 133.3 -135.0 133.3 26.500 (3) -135.0 133.3 -135.0 133.3 -135.0 133.3 -135.0 133.3 37.000 (4) -135.0 1333 -135.0 133.3 -135.0 133.3 -135.0 133.3 53.125 (5) -135.0 133.3 -135.0 133.3 -84.3 84.3 -73.5 76.5 60.000 (6) -135.0 133.3 -135.0 133.3 -84.3 84.3 -63.0 60.0 72.000 (7) -1350 1333 -118.7 118.7 -84.3 84.3 -60.0 60.0 84.000 (8) -135.0 133.3 -97.9 97.9 -84.3 84.3 -60.0 60.0 96.000 (9) -135.0 133.3 -81.2 81.2 -78.4 78.4 -60.0 60.0 120.000 (11) -116.5 116.5 -67.8 67.8 -55.7 55.7 -57.4 57.4 COMPARATIVE ANALYSIS FOR; 114" TEMPERED GLASS FTL -1550 WINDOW WIDTH WINDOW HEIGHT 26.0002) 38.375 J4) 50.625_(5) 60.000 (6) NEG I POS NEG POS NEG POS NEG POS 19.125 (2) -190.0 133.3 -190.0 133.3 -190.0 133.3 -190.0 133.3 26.500 (3) -190.0 133.3 -190.0 133.3 -190.0 133.3 -190.0 133.3 37.000 (4) -190.0 133.3 -157.8 133.3 -157.8 133.3 -157.8 1313 53.125 (5) -190.0 133.3 -146.7 133.3 - 84.3 84.3 -76.5 76.5 60.000 (6) -190.0 133.3 -146.7 133.3 -84.3 84.3 - 60.0 60.0 72.000 (7) -190.0 133.3 -146.7 133.3 -84.3 84.3 - 60.0 60.0 84.000 (8) -175.5 133.3 -126.5 126.5 -84.3 84.3 -60.0 60.0 96.000 (9) -150.1 133.3 -109.9 109.9 - 84.3 84.3 - 60.0 60.0 120.000 (11) -116.5 116.5 - 83.7 83.7 -67.8 67.6 - 60.0 60.0 NOTE: NUMBERS IN (1 PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. NON - IMPACT WINDOWS 1. GLAZING OPTIONS A. 120" x 60" - 3/16" TEMPERED B. 120" x 60" - 1/4" TEMPERED 2. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1.300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND CLASS TABLES ASTM E 1300 -98. J. CONFIGURATIONS: 0" 4. REFERENCE TEST REPORTS: FTL -1532 & FL -1550 5. SHUTTER REQUIREMENT.- ML4Ml -DARE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. ANCHORAGE: MAX. 6 FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 60" MAX. 3/16" TEMPERED GLASS -.1 h-- O / / 117" MAX. DAYLIGHT OPENING Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 120" MAX. 1/4 TEMPERED GLASS Raved 8 N Dote: Revisions: F.K. 6/6/03 F -NO CHG THIS SHT GLAZING DFTAILS FK 7/26/02 Rend 65c Data: FK 4/18/01 FK 1/4/01 Drown : Date 0.8. 2/19/97 Das Option: 1i8a: Serfes/Ifodel: Scots: Sheet: E -NO CHG THIS SHT Revisions: REDRAWN /UPDATE E1300 Revisions: ADO LG MISS. TABLE ELEVATIONS, NON- IMPACT (120" x 60 "0 ALUMINUM FIXED WINDOW PRODUCT REVISED es complying with Mc Florida Boidtag Cade Accepts= No E . Indua Date Drawing No PW -701 NTS 2 a 5 4210 57" MAX. DAYLIGHT OPENING Raw F SECTION B -B 1.500 O ALUM. 6063 —T5 /7/ Robert L park. P.E. PE 139712 Structural SECTION A -A O ALUM. 6063 —T5 .062 — INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 v.0. BOX 1529 NOKOMIS, FL 34274 rue: 2.784 OR O O ALUM. 6063 —T5 Series/ttod.i Scale: Sheet: PW -701 NTS 3 of 5 1.500 Revad By: Dots: Revisions: F.K. 6/6/03 F— REMOVE 19 & 111 Rend BY: t : Revisions: FK ) 26/02 E —NO CHG THIS SHT Rend By: Data: Revision: - 4 18 01 NO CHG 1H!S SHT e: Ma�pla' FK 1/4/01 ADD LG MISS. TABLE Drown By: Dot. D. B. 2/19/97 Descrtptlon: SECTIONS & EXTRUSIONS ALUMINUM FIXED WINDOW PRODUCT i:Ev JSED es complying with the Florida Belding Code Acceptance No p / �.:., . .. Date Droning No. 4210 Rev: F Robert L Clark, P.E. PE #39712 Structural ITEM 1 2 3 4 5 6 7 8 10 12 13 PART NO. 612241 612242 612234 1224 1225 78X1PPA 62899 6SM55W INDUSTRIES 7070 TECHNOLOGY DRIVE NOKOMIS, a 34275 P.O. BOX 1529 NOKOMIS, FL 34274 DESCRIPTION OF PART TYPE Frame Head & Sill Frame Jambs Glazing Bead (Snap —in) Glazing Bead Bulb Gasket Glazing Bead Bulb Gasket x 1.000 Phil. Pan Hd. SMS Silicon Back bedding 3/16" Annealed Glass 3/16" Temp. Glass 1/4" Temp.Glass Seam Sealer 7,26/02 Date: 4/18/01 Dote: 1/4/01 Raved By F.K. Revad By. FK Raved By. FK Raved By FK Drown 9y: D.B. Dote: 6/6/03 Do 2 19/97 Revisions: F— REMOVE SG457 Revi sions: E —NO CHG THIS SHT Revisions: NO CHG THIS Siff Revisions: ADD LG MISS. TABLE SerMe/Model: PW - 701 Sooi.. NTS VENDOR Alumax Alumax Alumax Team Plastics Team Plastics Merchants Fasteners Dow Corning PPG, LOF PPG, LOF PPG, LOF Schnee — Morehead Sheet: 4 as 5 VENDOR NO. AF -12241 AF -12242 AF -12234 TP -247 TP -248 899 SM5504 PRODUCT REVISED as complying with the Florida Budding Code Acceptance No Date ASSEMBLY & PARTS LIST Title: ALUMINUM FIXED WINDOW Drawing No. 4210 Rev: 1 x WOOD BUCK 1/4" MAX. SHIM C D TYP. HEAD, SILL JAMB TYP. SILL Robert L park. P.E. PE 139712 Structural #10 WOOD SCREW 1/4" MAX. SHIM 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 f 1 1/4" MIN. TYP. HEAD, SILL JAMB Rend By: F.K. Rend By: FK Rem/ N) Rend FX Tale, Series/Model: PW -701 2 x WOOD BUCK Dote, Revblone: 6/6/03 F —NO CHG THIS SHT 7, 7 ,726/02 E —NO CHG THIS SHT Dote: Revisions: 4/18/01 UPDATE TO FRACTIONS 0c is Revisions: 1/4/01 ADD LG MISS. TABLE Dote, 2/19/97 Drown 9y: D.B. Description: ANCHORAGE ALUMINUM FIXED WINDOW Soete: NTS Sheet: 5 of 5 PRODUCT REVISED as complying with the Florida Boiling Code AsceptanceNo Expiration Date MI Mi B Draring No. 4210 Rer. F BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "640" Outswing Aluminum Casement Window mulled to Fixed Window APPROVAL DOCUMENT: Drawing No. 7045 -9, titled "Aluminum Casement Window, Non - Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 12/12/02 with revision on 3 /11/03, signed and sealed by Lucas A. Turner, 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: None 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 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 1219.05 Expiration Date: April 24, 2008 Approval Date: April 24, 2003 Page 1 NOTES: NON- IMPACT WIN 1. GLAZING OPTIONS: A. 3/16" ANNEALED G B. 3/16" TEMPERED G C. 1/2"1.G. GLASS (1/8" D. 1/8" ANNEALED (DSB 2. CONFIGURATIONS: X, )0( 3. DESIGN PRESSURE A. NEGATIVE DESIGN L GLASS TABLES ASTM MIAMI -DADE COUNTY B. POSITIVE DESIGN LO AND GLASS TABLES OUTSIDE MIAMI -DAD C. DESIGN PRESSURES DADE COUNTY. D. FOR °X" CONFIGU E. FOR °XX" CONFIGUR F. FOR e a "XOX" & "0" G. FOR 3 s -' "XOX" & "XO H. FOR UNEQUAL LITE " SHEET 8. 4. ANCHORAGE: SINGLE FOLLOW MAX. 4" MAX. 4" MAX. 14 MAX. 13 (2) ANC MAX. 4" MAX. 13 (2) ANC NOTE: FOR GLAZING 0 3116" TAPCONS M #14 SCREWS OR DESIGN PRESSU OR 3/16" TAPCON DESIGN PRESSU RESPECTIVE TAB 5. MIAMI -DADE COUNTY MIAMI -DADE COUNTY REQUIRED. 6. NARROW JOINT SEALA THE FRAME. 7. REFERENCE TEST RE FTL -3534, FTL -3585, FT n R.4 By Rena Br: HEAD & SILL: JAMBS: Dale: Revision.: Date: Rev. By Drawn 9T as FPK. 12/12/02 «4 cn.. By Date OWS LASS SS ANNEALED, 1/4" SPACE, 1/8" ANNEALED) ) GLASS , X0, OX, XOX, 0 RATINGS / COMPARATIVE ANALYSIS TABLES: OADS BASED ON TESTED PRESSURE AND E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE ). 3/11/03 A REVISE ANCHORAGE NOTE 4 ADS BASED ON WATER TEST PRESSURE ASTM E 1300 -98 (AND ASTM E 1300 -94 E COUNTY). UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI- RATIONS SEE SHEET 4. ATIONS SEE SHEET 5. CONFIGURATIONS SEE SHEET 6. " OR "OX" CONFIGURATIONS SEE SHEET 7. XOX, "XO" & "OX" CONFIGURATIONS SEE OW OF FASTENERS LOCATED AS S: (ALSO SEE SHTS. 2, 3 & 12) FROM CORNERS & 7" ON EACH SIDE OF MEETING RAILS 1/2" SPACING ON VET TS " SPACING ON FIXED LITE HORS 3" APART AT MID -SPAN ON FIXED LITE ONLY FROM CORNERS " SPACING HORS 3" APART AT MID -SPAN TIONS A, C, AND D, #12 SCREWS OR AY BE USED. FOR GLAZING OPTION B, 1/4" TAPCONS ARE REQUIRED TO ACHIEVE THE RES SHOWN IN THE TABLES. IF USING #12 SCREWS S WITH GLAZING OPTION B, THEN THE ALLOWABLE RES ARE LIMITED TO THOSE GIVEN IN THE LES FOR GLAZING OPTION C. PPROVED SHUTTER;, ARE REQUIRED IN ND WHERE IMPACT FESISTANCE IS NT IS USED ON ALL FOUR CORNERS OF ORTS: FTL -3579, FTL-3581, FTL -3583, L -3586, FTL -3588, FTL -3590 & FTL -3591. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. Fl. 34274 } x 3 0 0 x _ __CONFIGURATIONS OPTIONS_ _ __ _ 3 x # 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES 1/8" ANNEALED (DSB), 3/16" ANNEALED OR 3/16" TEMPERED GLASS PC �f Visibly lier ter 1/8" OR 3/16" GLAZING DETAIL 1/2" I.G. GLASS (1/8 "A,1 /4" SPACE,1 /8 "A) 1/2' I.G. GLAZING DETAIL .65C NOM. GLA:;S BITE B.,wron NOTES AND GLAZING DETAILS .66I" NOM. GLASS BITE bee ALUMINUM CASEMENT WING 1)W, NON - IMPACT CA -640 NTS 1 12 7045 - 9 R A NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 -3 DESIGN PRESSURE TABLES 4-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10 -11 PARTS LIST 11 ANCHORAGE 12 Approved a complying with the Florida g e Cod pale � NCAA Miami O Mkmi Dade Product Control B 3 Lucas A. Turner, P.E. FE t1ai261 Mechanical 1 1/2" / r CENTERLINE I ( 1 1/2"j , R.vsd By: Os! v. F.K. '3 Rerad Sy: Revsd ey• Pave By F.K. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. arc 0.". q". 12/12/02 4" MAX. 4" MAX. R.wsa.g: A RemiaM: Rew,s"r"; Checked By ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 37" MAX. VENT TYP. 7" 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NCTE 4) 30" MAX. DAYLIGHT OPENING 1 � X O 30" MAX. -- DAYLIGHT OPENING X 56" DAYL OPE ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6, 7 & 8 FOR PRESSURES) REVISE ANCHORAGE O.e: ANCHOR - LOCATION TYP. 134" MAX. WIDTH 53" MAX. DAYLIGHT \OPENING r f • SEE MID -SPAN ANCHOR DETAIL / TYP. (2) / 7" 4" MAX. 13" MAX. O.C. 13" MAX. O.C. 60" MAX. FIXED 1070 TECHNOLOGY DRIVE NCKOMIS. FL 342;5 °.0. BOX 1529 NCKO.WS, FL 34274 P Visibly Better 4" MAX. 4" MAX..---j Soo nka.•. CA-640 l AX IGH NIN E (S 1 14 1/2" MAX SEE MEETING RAIL DE Sum NTS 1 74" MAX. WIDTH -- ---� 30" -MAX. - DAYLIGHT OPENING T SEE MEE TIP G AIL DE1 AiL TYP. (2) 1 1 14 112" MAX. C l.C. TYP. LEVATIO.V "B" - 63' HIGH `.K (" E SHEE1 5 FOR PIRESSURI 63" MAX. HEIGHT . O.C. VEIJT HEAD it SILL 0 J..' TAIL TYF . (4) VATION. "XX" & "XOX" ELE ALUMINUM CASEMENT WINDOW, .VON -IA'. f Il ':T Shoot Ono, No a 12 7)45 -9 , !if 14AX. 00 'LIGHT (i1 = DING 63" MAX. HEIGHT At ,: m : i e i mpl7'Ingwitb the 111 r' to I - tt Code Ds :e S: • 'J' BC/ e� •1 - • M_i,tilt ei 'rodoclControl Di•. c .; A. Tuner, P.E. E #58•61 'slechan•cal SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP, (2) 13" MAX. O.C. 4" MAX. Rers4 By F.K. Rsvb By: Revsa Or [Hawn By F.K. 1 4" MAX. L ELEVATION (SEE SHEET 4 NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY bare: 12/12/02 14 1/2" MAX. O.C. HEAD & SILL Reryier": RoMienv CtbUeB By "C" FO 32° MAX. WIDTH 25" MAX. DAYLIGHT OPE ING Daft Rev3gae.: 3111/03 A REVISE ANCHG7AGE 65" MAX. DAYLIGHT OPENING 14 1/2" MAX. O.C. -72 HIGH "X" R PRESSURES) VENT ONLY 72" M HEIGH SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. - L 4" MAX. 4" MAX. r SEE. MID -SPA? 1 ANCHOF : DETAIL. SHT. TYP. (2I AX. T 4" I' FAX 1 4" I AAX. i 13" MAX. O.C. 97" MAX. WIDTH 3( "MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OF'ENING -- 37" N. 4X. 37" MAX. WIDTH 30" MAX. r— DAYLIGHT ill OPENING X 56" MAX. DAYLIGHT OPEN ING 14 1/2" MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 4 FOR PRESSURES) 63" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX, O.C. 4' MAX. I t 1 56" MAX. DAYLIGHT = OPENING 63" HEI / 4--- -- G -13" MAX. O.C. VENT 60" MAX. FIXED 1070 CECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 F T Visibly Better s.r"weer CA -640 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 13" MAX. O.C. 4" MAX. (- ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) oe.""m "X", '0", "X0"& OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT sw NTS 3 " 12 SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) MAX. GHT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) a+nav 1 7045 -9 A 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT Apps eom`4 wife 14c mBA7 Z pate �' . d∎ar0 WOAB Product Control Miewi Dade Ptod / " Div j�� S � -, �J f.v y Lucas A. Tumor. P.E. PE 456201 Mechanical ELEVATION "F" - E 3" HIGI- "XO" & "OX" CUSTOM (SEE SHEET 8 FOR PRESSURES) COMPARATIVE ANALYSIS TABLE 1. __ _ _ _ "X''_ - WINDOWS ___ TEST REPORTS: FTL -3579, FTL -3581, FTL -3585, FTL -3586, FTL - 3590, FTL -3591 GLAZING OPTIONS: A. 3/16" ANNEALED D B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4' SPACE, 1/8" ANNEALED) "X" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 66.000 69.000 72.0 NEG POS NEG POS NEG POS NEG POS NEC I POS NEG -97.5 POS 76.7 NEG -91.3 POS 76.7 NEG -84.3 POS 76.7 NEG -79.0 PDS 76.7 NEG -74.3 POS 74.3 NEG -70.1 POS 70.1 NEG -66.4 POS 66.4 NEG -63.1 POS 63.1 NEG -60.0 POS 60.0 19.125 A -120.0 76.7 -120.0 76.7 -120.0 76.7 -119.5 76.7 - 112.0! 76.7 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 - 210.0: 76.7 -210.0 76.7 -205.4 76.7 -189.8 76.7 -177.8 76.7 -167.2 76.7 -157.8 76.7 - 149.4 76.7 -141.9 76.7 -135.1 76.7 C -135.0 76.7 -135.0 76.7 -135.0 76.7 -133.3 76.7 - 123.0 76.7 -112.0 76.7 -104.8 76.7 •96.9 76.7 - 90.7 73.7 -85.3 76.7 -80.6 76.7 -66.4 66.4 -63.1 63.1 -60.0 60.0 24.000 A -95.1 76.7 -95.1 76.7 -95.1 76.7 -95.1 76.7 -88.5 76.7 -76.2 76.2 -71.1 71.1 -71.1 71.1 -66.4 63.4 -62.2 62.2 -58.6 58.6 - 55.3 55.3 -52.4 52.4 -49.8 49.8 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -199.2 76.7 -171.5 76.7 -160.0 76.7 -160.0 76.7 -149.3 75.7 -140.0 76.7 -131.8 76.7 - 124.4 76.7 -117.9 76.7 -112.0 76.7 C -118.8 76.7 -118.8 76.7 -109.1 76.7 -100.0 76.7 -85.4 76.7 -75.9 75.9 -70.7 70.7 -67.6 67.6 -64.6 (54.6 -61.1 61.1 -58.8 58.8 -55.3 55.3 -52.4 52.4 -49.8 49.8 26.500 A -78.0 76.7 -78.0 76.7 -78.0 76.7 -78.0 76.7 -78.0 76.7 -71.5 71.4 -66.5 66.4 -61.0 60.9 -58.3 53.3 -57.9 57.9 - 54.4 54.4 -51.3 51.3 -48.5 48.5 -46.0 46.0 B -175.5 76.7 -175.5 76.7 -175.5 76.7 -175.5 76.7 -175.5 76.7 -1619 76.7 -149.6 76.7 -137.2 76.7 - 131.2 73.7 -130.2 76.7 -122.3 76.7 - 115.4 76.7 -109.2 76.7 -103.6 76.7 C -97.5 76.7 -97.5 76.7 -97.5 76.7 -94.4 76.7 -82.5! 76.7 -71.1 71.1 -66.6 66.6 -60.9 60.9 -55.5 55.5 -51.5 51.5 -49.6 49.6 -47.5 47.5 -45.7 45.7 - 44.5 44.5 30.000 A -61.9 61.9 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.3 - 60.8 60.8 -60.8 60.8 •55.6 55.6 - 52.3 52.3 -48.8 48.8 -45.7 45.7 -45.5 45.5 -44.2 44.2 -41.9 41.9 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 - 136.9: 76.7 -136.9 76.7 -136.9 76.7 -126.7 76.7 - 117.6 73.7 -109.8 76.7 -102.9 76.7 -102.4 76.7 -99.6 76.7 -94.3 73.4 C -77.4 76.7 -76.1 76.1 -76.1 76.1 -76.1 76.1 -76.1 76.1 -67.9 67.9 -63.0 63.0 -57.2 57.2 -52.5 52.5 -48.3 48.3 -45.5 45.5 -42.4 42.4 -40.2 40.2 -38.3 38.3 32.000 A -55.4 55.4 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5. 53.5 -53.5 53.5 -53.5 53.5 -52.9 52.9 -49.4 49.4 -46.7 46.7 -43.8 43.8 -40.0 40.0 -40.0 40.0 -39.0 39.0 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 - 112.9 75.7 -105.2 76.7 -98.5 76.6 -90.0 - '0.0 -90.0 70.0 -90.0 70.0 C -69.3 69.3 -66.9 66.9 -66.8 66.8 -66.8 66.8 -66.8 66.3 -65.6 65.6 -61.6 61.6 -56.1 56.1 -51.1 51.1 -48.6 48.6 -45.9 45.9 -40.0 40.0 -39.3 39.3 -36.2 36.2 34.000 A -50.1 50.1 -47.7 47.7 -47.4 47.4 -47.4 47.4 -47.4' 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.1 47.1 - 44.0 44.0 -41.1 41.1 Approved e4 complying with rue 1,.ee 2 0� B -112.8 76.7 -107.4 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 75.7 -101.4 76.7 -94.7 73.7 C -62.7 62.7 -59.7 59.7 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 -42.3 59.2 42.3 -59.2 -42.3 59.2 42.3 -55.7 -42.3 55.7 42.3 -52.1 -42.3 52.1 42.3 -49.0 -42.1 49.0 42.1 -46.2 -39.7 46.2 39.7 36.000 A -45.8 45.8 -43.1 43.1 -42.3 42.3 -42.3 42.3 - 42.3 42.3 o 4 No 2 - 1 419.05 B -103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.3 -95.1 73.9 -95.1 73.9 -95.1 73.9 - 95.1 73.9 -95.1 73.9 -91.5 71.1 Miami Dade ProdudCast+d B D;. y C -57.2 57.2 -53.9 53.9 -52.8 52.8 -52.8 52.8 -52.8 52.3 -52.8 -40.0 52.8 40.0 -52.8 -40.0 52.8 40.0 -52.8 -40.0 52.8 40.0 -51.4 -40.0 51.4 40.0 -48.5 -40.0 48.5 40.0 -45.7 -39.2 45.7 39.2 37.000 A -43.9 43.9 -41.1 41.1 -40.0 40.0 -40.0 40.0 -40.0 40.3 B -98.7 76.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -90.0 70.3 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 C - 54.8 54.8 -51.4 51.4 -50.0 50.0 -50.0 50.0 -50.0 50.3 -50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -48.1 48.1 -45.2 45.2 COMPARATIVE ANALYSIS TABLE 2. "X" WINDOWS TEST REPORT: FTL -3588 GLAZING OPTION D. 1/8" ANNEALED HEIGHT 26.000 31.000 36.000 38.375 43.(00 48.000 50.625 54.000 57.000 60.000 63.000 WIDTH NEG POS NEG POS NEG POS NEG POS NEG P03 NEG POS NEG POS NEG POS NEG PDS NEG POS NEG POS 19.125 D -57.6 57.6 -57.6 57.6 -57.6 57.6 -57.6 57.6 -57.6 57.3 -53.8 53.8 -50.4 50.4 -46:5 46.5 -43.6 43.6 -41.0 41.0 -38.7 38.7 21.500 D -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.3 1 -45.6 45.6 -45.6 45.6 -42.5 42.5 - 39.8 :39.8 -37.4 37.4 -35.2 35.2 24.000 D -36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6 36.3 -36.6 36.6 -36.6 36.6 -36.6 36.6 -35.9 35.9 -33.9 33.9 -32.3 32.3 26.500 D -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.3 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -28.7 28.7 -27.5 27.5 X > /.` -7, S Lucas A. Turner, P.E. P[ p58201 Mechanical PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. "F " . 7 . 7: F.K. Dar: 3111/03 aa,aiow A AODEDNOTE f 770 TE CHNOLOGY DRIVE NOSOMIS FL 34275 P O. BOX 1529 NOSOMIS. Fl. 34274 D•ac PRESSURES- X CONFIG. WINDOWS ". ALUMINUM CASEMENT WINDOW, NON - IMPACT Rend By D,r a•wdma: Ronde, D..» 67: F.K. .• oar: Dar: 12/12/0. • cn.ra•d er Dar: Visibly Better N I S 4 s 12 ms-•v a 7045-9 I I A I APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM r _ #12 OR #14 SCREWS NOTES: 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK APPROVED WOOD BUCK LESS THAN 1 -1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELO'N AND SHEET 1, N OTE 4) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE _.._I 1 1/4" MN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2 "THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD -BUCK -- - 1 12" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM —1 r - #12 OR #14 SCREWS -JP" 1 1/2' MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK - LESS THAN 1 112" THICK (SEE NOTE 3) —� 1/4" MAX SHIM -- T 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 111 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" MIN. EMBEDMENT FIXED t..NIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK App wad n annplying .it! Ws Florida balise Cole Dar 04 ob MOAN 3 Rnsd By: Oats: Rewbns: F.K. 3/11/ A R end Data Rensiv"• Revs" By' Re"siw• Q."" By Det.: CherAe0 By Oen: F.K.- 12/12/0: 4DOED 014 SCREW OPTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 342.'5 P.O. BOX 1529 � Visibly Better awe.se, ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT CA-640 Scow sheet NTS 12 - 12 Or. q 10 7045 -9 A Lucas 5. Turner. P.E. PE 958201 Mechanlcal COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3579, FTL -3590, FTL3591 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "XX" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 A -120.0 76.7 -120.0 76.7 -120.0 76.7 -120.0 76.7 -105.5 76.7 -91.9 76.7 -86.0 76.7 -79.6 76.7 -74.6 74.6 -70.1 70.1 -66,2 66.2 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -206.7 76.7 -193.6 76.7 -179.0 76.7 -167.7 76.7_ -157.8 76.7 -149.0 76.7 C -135.0 76.7 -135.0 76.7 -135.0 76.7 -135.0 76.7 -131.9 76.7 -114.8 76.7 -107.6 76.7 -99.4 76.7 -93.2 76.7 -87.7 76.7 -82.8 76.7 43.000 A -118.5 76.7 -118.5 76.7 -118.5 76.7 -110.9 76.7 -95.0 76.7 -82.2 76.7 -76.8 76.7 -70.8 70.8 -66.2 66.2 -62.2 62.2 -58.6 58.6 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -185.0 76.7 -172.8 76.7 -159.4 76.7 -149.0 76.7 -139.9 76.7 -131.9 76.7 C -135.0 76.7 -135.0 76.7 -119.3 76.7 -110.4 76.7 -97.5 76.7 -88.7 76.7 -85.9 76.7 -84.0 76.7 -82.4 76.7 -77.7 76.7 -73.3 73.3 48.000 A -95.1 76.7 -95.1 76.7 -95.1 76.7 -95.1 76.7 -88.5 76.7 -76.2 76.2 -71.0 71.0 -65.3 65.3 -61.0 61.0 -57.2 57.2 -53.8 53.8 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -199.2 76.7 -171.5 76.7 -159.9 76.7 -147.0 76.7 -137.2 76.7 -128.6 76.7 -121.1 76.7 C -118.8 76.7 -118.8 76.7 -109.1 76.7 -100.0 76.7 -85.4 76.7 -75.9 75.9 -70.7 70.7 -67.6 67.6 -64.6 64.6 -61.1 61.1 -58.8 58.8 53.125 A -77.6 76.7 -77.6 76.7 -77.6 76.7 -77.6 76.7 -77.6 76.7 -71.4 71.4 -66.4 66.4 - 60.9_60.9 -56.7 ' 56.7 -53.1 53.1 -49.9 49.9 B -174.7 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -160.7 76.7 -149.4 76.7 -137.0 -127.6 76.7 -119.4 76.7 -112.2 76.7 C -97.1 76.7 -97.0 76.7 -97.0 76.7 -94.3 76.7 -82.4 76.7 -71.0 71.01 -66.4 66.4 -60.8 60.8 -55.4 55.41 -51.5 51.5 -49.4 49.4 57.000 A -67.9 67.9 -67.4 67.4 -67.4 67.4 -67.4 67.4 -67.4 67.4 -67.4 67.4 -63.5 63.5 -58:1_ 58.1 - 54.1 54.1 -50.5 50.5 -47.4 47.4 8 -152.9 76.7 -151.7 76.7 -151.7 76.7 -151.7 76.7 -151.7 76.7 -151.7 76.7 -142.9 76.7 -130.8 76.7 -121.6 76.7 -113.6 76.7 -106.7 76.7 C -84.9 76.7 -84.3 76.7 -84.3 76.7 -84.3 76.7 -80.5 76.7 -69.0 69.0 - 64.3 64.3 -58.6 58.6 -53.7 53.7 -49.5 49.5 -45.8 45.8 60.000 A -61.9 61.9 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -55.6 55.6 -52.3 52.3 -48.8 48.8 -45.7 45.7 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -126.7 76.7 -117.6 76.7 -109.8 76.7 -102.9 76.7 C -77.4 76.7 -76.1 76.1 -76.1 76.1 -76.1 76.1 -76.1 76.1 -67.9 67.9 -63.0 63.0 -57.2 57.2 -52.5 52.5 -48.3 48.3 -45.5 45.5 64.000 A -55.4 55.4 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -52.9 52.9 -49.4 49.4 -46.7 46.7 -43.8 43.8 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -112.9 76.7 -105.2 76.7 -98.5 76.6 C -69.3 69.3 -66.9 66.9 -66.8 66.8 -66.8 66.8 -66.8 66.8 -65.6 65.6 -61.6 61.6 -56.1 56.1 -51.1 51.1 -48.6 48.6 -45.9 45.9 68.000 A -50.1 50.1 -47.7 47.7 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.1 '47.1 - 44.0 44.0 -41.1 41.1 B -112.8 76.7 -107.4 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -101.4 76.7 -94.7 73.7 C -62.7 62.7 -59.7 59.7 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 -55.7 55.7 -52.1 52.1 -49.0 49.0 -46.2 46.2 72.000 A -45.8 45.8 -43.1 43.1 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.1 42.1 -39.7 39.7 B -103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -91.5 71.1 C -57.2 57.2 -53.9 53.9 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -51.4 51.4 -48.5 48.5 -45.7 45.7 74.000 A -43.9 43.9 -41.1 41.1 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0, -40.0 40.0 -40.0 40.0 -39.2 39.2 B -98.7 76.7 -92.4 71.9 -90.1 70.1 -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 C -54.8 54.8 -51.4 51.4 -50.0 50.0 -50.0 50.0_ -50.0 5Q.0_ -50.0 50.0 -50.0 50.0_ -50.0 50.0 -50.0 50.0 -48.1 48.1 -45.2 45.2 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. X X Approved r complying wilb the Date 0 24 O3 - NOM* O2 1 /4.n Miami Dale Product Cootroi Div' Raved By F.K. Rend By Pawn BY F..K. Oats: .3/11/03 Ram. Ram: tam: 12/12/02 Rpopm: A R.vi4wr: Cn•ndad By. ADDED NOTE tam 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P ST Visibly Better PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, NON - IMPACT SM,MfCa! CA-540 NTS Show -' 12 Mr.YS k. 7045 -9 Lucas A. Tumev, P.E. PE 058201 Mechanical COMPARATIVE ANALYSIS TABLE 4. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 GLAZING OPTIONS: -- A. 3/16 "ANNEALED - B. 3/16 " TEMPERED - C. 1/2" I.G. (1/8" ANNEALED; 114 " SPACE , 1/8" ANNEALED) " WIDTH 36.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 "XOX" WIDTH 72.000 NEG POS -63.2 63.2 -68.7 68.71 -58.9 58.9 -207.5 76.7 74.000 79.000 84.000 90.000 96.000 101.000 106.375 108.000 111.000 114.000 117.000 120.000 A B C -183.2 -61.1 A -60.2 -51.9 -174.6 B� C A B C A B C -169.9 -55.7 A B -53.4 53.4 -47.4 47.4 C A B C -140.6 - 46.9 A B C A B C A B C A B C A B C A B C A HEIGHT 26. 000 31.000 NEG -90.3 -210.0 -90.3 -86.5 -210.0 -86.5 -78.4 -210.0 -78.4 -71.6 -210.0 -71.6 -64.9 -194.7 -64.9 -59.3 -178.0 -59.3 -55.4 -166.2 -55.4 -51.7 -155.0 -51.7 -50.7 -152.0 -50.7 -48.9 -146.6 -48.9 -47.2 -141.6 -47.2 -45.6 -136.9 -45.6 -44.2 -132.6 -44.2 POS NEG 76.7 -85.0 64.9 76.7 76.7 76.7 '76.7 76.7 76.7 76.7 76.7 71.6 76.7 71.6 76.7 64.9 59.3 76.7 59.3 55.4 76.7 55.4 51.7 76.7 51.7 50.7 50.7 4 76.7 47.2 76.7 48.9 47.2 76.7 45.6 76.7 45.6 44.2 76.7 44.2 -210.0 -85.0 -81.0 -210.0 -81.0 -72.6 -210.0 -72.6 -65.7 -197.2 -65.7 -59.0 -177 :1 -59.0 -53.6 -160.8 -53.6 -49.8 -149.3 -49.8 -46.2 -138.7 -46.2 -45.2 -135.7 -45.2 -43.5 -130.6 -43.5 -42.0 -125.9 -42.0 -40.5 -121.5 -40.5 -39.1 -117.4 -39.1 POS 76.7 76.7 76.7 76.7 76.7 76.7 72.6 76.7 72.6 65.7 76.7 65.7 59.0 76.7 59.0 53.6 76.7 53.6 49.8 76.7 49.81 46.2 76.7 46.2 45.2 76.7 45.2 43.5 76.7 43.5 42.0 76.7 42.0 40.5 76.7 40.5 39.1 76.7 39.1 - 36.000 NEG -76.1 -210.0 -83.3 -73.8 -210.0 -78.9 -68.8 -209.3 -69.8 -62.5 -187.5 -62.5 -55.6 -166.7 -55.6 -50.0 -150.0 -50.0 -46.2 -138.5 -46.2 -42.6 -127.9 -42.6 -41.7 -125.0 -41.7 -40.0 -120.0 -40.0 -38.5 -115.4 -38.5 -37.0 -111.1 -37.0 -35.7 -107.1 -35.7 POS 76.1 76.7 76.7 73.8 76.7 76.7 68.8 76.7 69.8 62.5 76.7 62.5 55.6 50.0 76.7 50.0 46.2 76.7 [46.2 42.6 76.7 42.6 41.7 76.7 41.7 40.0 76.7 40.0 38.5 76.7 38.5 37.0 76.7 37.0 35.7 76.7 35.7 38.375 NEG -70.7 -210.0 -79.3 -69.3 -210.0 -77.8 - 66.0 -207.8 -69.3 -61.7 -185.1 -61.7 -54.5 76.71 163.5 55.6 -54.5 -48.8 -146.5 -48.8 -44.9 -134.8 - 43.3143.3 -39.6 39.6 -118.9 76.7 - 42.5 -38.5 - 115.6 -44.9 -41.4 -124.2 -41.4 - 40.4 -121.3 -40.4 -38.8 -116.3 - 38.8 -37.2 -111.6 -37.2 -35.8 -107.4 -35.8 - 34.5 -103.4 -34.5 POS 70.7 76.7 76.7 69.3 76.7 76.7 66.0 76.7 69.3 61.7 76.7 61.7 54.5 76.7 54.5 48.8 76.7 48.8 44.9 76.7 44.9 41.4 76.7 41.4 40.4 76.7 40.4 38.8 76.7 38.8 37.2 76.7 37.2 35.8 76.7 35.8 34.5 76.7 34.5 43.000 -210.0 76.7 -69.3 69.3 -61.8 61.8 -210.0 76.7 -66.5 66.5 - 56.1 56.1 -183.7 76.7 -61.2 61.2 -52.8 52.8 -160.3 76.7 -142.2 76.71 -47.4 47.4 -43.3 43.3 -129.9 76.7 -39.6 39.6 -38.6 38.6 -115.9 76.7 -38.6 38.6 -36.9 36.9 -110.8 76.7 -36.9 36.9 -35.4 35.4 - 106.1 76.7 -35.4 35.4 -33.9 33.9 -101.8 76.7 -33.9 33.9 -32.6 32.6 -97.9 76.1 -32.6 32.6 48.000 NEG -55.6 -54.5 -180.5 -50.2 -58.2 -48.1 - 160.0 -52.9 -46.4 -42.5 -127.4 -38.5 -37.5 -112.5 -37.5 -35.7 -107.1 -35.7 -34.1 -102.3 -34.1 -32.6 -97.8 -32.6 -31.3 POS 55.6 176.7 61.1 54.5 60.21 51.9 76.7 76.7 58.2 50.2 76.7 55.7 48.1 76.7 52.9 46.4 76.7 46.9 42.5 76.7 42.5 38.5 76.7 38.5 37.5 76.7 37.5 35.7 76.7 35.7 34.1 76.7 34.1 32.6 76.1 32.6 31.3 72.9 31.3 50.625 NEG -52.1 -169.7 -56.6 -167.0 -51.0 -55.7 -49.2 -161.2 -53.7 -47.3 -156.4 -52.1 -45.6 -151.7 -50.5 -43.8 1 -140.6 -46.9 -42.3 -127.0 -42.3 -38.3 -114.8 -38.3 -37.2 -111.5 -37.2 -35.3 -106.0 -35.3 -33.7 -101.0 -33.7 -32.1 -96.4 -32.1 -30.8 -92.3 -30.8 POS 52.1 76.7 56.6 51.0 76.7 55.7 49.2 76.7 53.7 52.1 45.6 76.7 50.5 43.8 76.7 46.9 42.3 76.7 42.3 38.3 76.7 38.3 37.2 76.7 37.2 35.3 76.7 35.3 33.7 76.7 33.7 32.1 75.0 32.1 71.8 30.8 54.000 57.000 NEG -48.4 -155.0 -51.7 -47.5 -152.4 -50.8 -45.5 -146.7 -48.9 -44.2 -141.9 -47.3 -42.4 -137.2 -45.7 -41.1 -44.4 -127.0 -42.3 -38.2 -114.5 -38.2 -37.0 -37.0 -35.1 -105.3 -35.1 -33.3 -100.0 -33.3 -31.7 -95.2 -31.7 -30.3 -90.9 -30.3 POS NEG 48.4 -45.3 51.7 -48.0 76.7 -141.4 45.5 -42.8 76.7 -135.9 44.2 -41.5 48.9 -45.3 76.7 -131.2 47.3 -43.7 42.4 -40.1 76.7 -1264 45.7 -42.1 41.1 -38.9 76.i - 122.5 44.4 -40.8 39.9 -37.7 76.7 -119.8 42.3 -39.9 38.2 -36.6 76.7 -114.5 38.2 -37.9 37.0 -36.2 76.7 -111.1 37.0 -37.0 35.1 -35.1 76.7 -105.2 35.1 -35.1 33.3 -33.2 76.7 -99.7 33.3 -33.2 31.7 -31.6 74.1 -94.7 31.7 -31.6 70.7 -90.2 POS 45.3 76.7 48.0 44.4 76.7 47.1 42.8 76.7 45.3 41.5 43.7 40.1 76.7 42.1 38.9 76.7 40.8 37.7 76.7 39.9 36.6 76.7 37.9 36.2 76.7 37.0 35.1 76.7 35.1 33.2 76.7 33.2 31.6 73.7 31.6 30.1 70.2 30.1 60.000 NEG -42.1 -134.3 -44.8 -41.6 -131.9 -44.0 -40.3 -126.5 -42.2 -39.1 -121.9 -40.6 -38.2 -117.2 -39.1 -36.9 -113.3 -37.8 -35.9 -110.6 -36.9 -34.7 -108.1 -35.8 -34.3 -107.5 -35.3 -33.6 -105.2 -34.4 -33.0 -99.7 -33.2 -31.6 -94.7 -31.6 -30.0 -90.0 -30.0 POS 42.1 76.7 41.6 76.7 44.0 40.3 76.7 42.2 39.1 76.7 40.6 38.2 76.7 39.1 36.9 76.7 37.8 35.9 76.7 36.9 34.7 76.7 35.8 76.7 35.3 33.6 76.7 34.4 33.0 76.7 33.2 31.6 73.6 31.6 30.0 70.0 63.000 NEG -39.7 -125.9 -42.0 -123.6 -39.2 -41.2 -37.8 -118.4 -39.5 -37.3 -113.9 -38.0 -36.4 -109.3 -36.4 -35.1 -105.4 -35.1 -34.0 -102.7 -34.2 -32.8 -100.2 -33.4 -32.5 -99.5 -33.2 -32.0 -98.3 -32.8 -31.4 -97.3 -31.9 -30.8 -94.7 -31.0 -30.0 -90.0 -30.0 POS 39.7 76.7 39.2 76.7 41.2 37.8 76.7 39.5 37.3 76.7 38.0 36.4 76.7 35.1 76.7 35.1 34.0 76.7 32.8 76.7 33.4 32.5 76.7 33.2 32.0 76.5 32.8 31.4 75.6 31.9 30.8 73.6 31.0 30.0 -93.8 70.0 30.0 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. 1 4 1 2 4 0 Appmved as complying with the Florida o sdit Date 't Mi31113 Dade Peodaet Ceara Rerad A OaOr &awn By axle Ch•cked By. ADDED NOTE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMI§, FL 34274 d r_ Visibly Better rift ALUMINUM CASEMENT WINDOW, NON-1MPACT CA-640 NTS Dratong Pao 7045-9 A PE 058201 blechanIcal COMPARATIVE ANALYSIS TABLE 5. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 - - GLAZING OPTIONS: - A. 3/16" ANNEALED - B. 3/16 "TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 118" ANNEALED) "XO" WIDTH "XOX" WIDTH HEIGHT 63.000 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -120.0 76.7 -120.0 76.7 -109.9 76.7 -101.0 76.7 -87.1 76.7 -75.9 75.9 -71.1 71.1 -65.7 65.7 -61.6 61.6 -57.9 57.9 -54.7 f.4 76.7 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -197.1 76.7 -184.7 76.7 -173.8 76.7 - 164.1 C -120.0 76.7 -120.0 76.7 -109.9 76.7 -101.0 76.7 -87.1 76.7 -75.9 75.9 -71.1 71.1 -65.7 65.7 -61.6 61.6 -57.9 57.9 -54.7 :.4.7 48.000 72.000 A -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -63.0 63.0 -58.7 58.7 - 54.0 54.0 -50.4 50.4 -47.2 47.2 -44.4 44.4 B -210.0 76.7 -210.0 76.7 - 210.0 76.7 -210.0 76.7 -210.0 76.7 -188.9 76.7 -176.0 76.7 -161.9 76.7 -151.1 76.7 -141.7 76.7 -133.3 76.7 C -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -63.0 63.0 -58.7 58.7 - 54.0 54.0 -50.4 50.4 -47.2 47.2 -44.4 E.4.4 d 3.5 49.333 74.000 A -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 -49.4 49.4 - 46.3 46.3 -43.5 B -202.5 76.7 -202.5 76.7 -202.5 76.7 -202.5 76.7 -202.5 76.7 -185.5 76.7 -172.8 76.7 -158.8 76.7 -148.1 76.7 -138.8 76.7 -130.6 76.7 C -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 -49.4 49.4 -46.3 46.3 -43.5 :3.5 53.125 79.688 A -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 - 54.8 54.8 -50.3 50.3 -46.8 46.8 -43.8 43.8 -41.2 . 1.2 B -174.7 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -164.5 76.7 -150.9 76.7 -140.5 76.7 -131.5 76.7 -123.6 76.7 C - 58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -54.8 54.8 -50.3 50.3 -46.8 46.8 -43.8 43.8 -41.2 : 1 : 9.6 56.000 84.000 A -52.7 52.7 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -48.6 48.6 -45.2 45.2 -42.2 42.2 -39.6 B -158.0 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -145.7 76.7 -135.5 76.7 -126.7 76.7 -118.9 ; 6.7 C -52.7 52.7 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -48.6 48.6 -45.2 45.2 -42.2 42.2 -39.6 : 9.6 7.8 60.000 90.000 A -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -43.2 43.2 -40.3 40.3 -37.8: B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -129.5 76.7 -120.9 76.7 -113.3 : 6.7 C -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -43.2 43.2 -40.3 40.3 -37.8 : 7.8 64.000 96.000 A -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -38.6 38.6 -36.2 : 6.2 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -115.9 76.7 -108.5 : 6_7 : 6.2 C -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -38.6 38.6 -36.2 67.333 101.000 A -38.2 38.2 -36.5 36.5 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -35.0 :.5.0 B -114.6 76.7 -109.4 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -105.0 .. 6.7 C -38.2 38.2 -36.5 36.5 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -35.0 :.5.0 70.917 106.375 A -35.2 35.2 -33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 :12_7 'x'6.2 B -105.5 76.7 -99.6 76.7 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 C -35.2 35.2 -33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 :;2.7 :11.7 72.000 108.000 A -34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 B -103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 "'3.9 C - 34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 :1. : , 0.0 74.000 111.000 A ' -32.9 32.9 -30.8 30.8 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 8 -98.7 76.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -90D 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 '0.0 C -32.9 32.9 -30.8 30.8 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0_ -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 :10.0 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. Redd Br. Dar Revisions: F.K. 3/1 1/03 A Rend By: Den. Renal By: Oahu Dien By. Date• F.K. 12/12/02 Revisions: Revisions: Chatted By ADDED NOTE Dah' 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PST Visibly Better Dessryee"t .SerstMaet CA-640 sew NTS See" 7 12 PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX W/N1'OW tp ALUMINUM CASEMENT WINDOW, NON -IMi 3 AC 7045 -9 1 3 X 1 3 0 1 3 X X O 0 X Appro cd a eoopI iag with the Florida ; Cods Date_ 2 '7 nO • 3ll�Glft Miami Dade Product Coated two n �'+ /i ' i∎ _) .� ✓l am.. / �' Lucas A Tumee. P.E. PE /0'8201 Mechanical COMPARATIVE ANALYSIS TABLE 6. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 - GLAZING OPTIONS: - A. 3/16 " ANNEALED - B. 3/16" TEMPERED - C. 112" I.G. (118 " - ANNEALED114 "SPACE; 1/8" "XOX" WIDTH VENT WIDTH FIXED WIDTH HEIGHT 26.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.264 19.125 31.014 A -112.3 76.7 -87.1 76.7 -81.4 76.7 -71.5 71.5 -62.4 62.4 -58.0 58.0 -53.2 53.2 -49.6 49.6 -46.4 46.4 -43.6 43.6 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -187.3 76.7 -174.1 76.7 -159.7 76.7 -148.8 76.7 -139.2 76.7 -130.8 76.7 C -112.3 76.7 -94.3 76.7 -86.3 76.7 -72.9 72.9 -62.4 62.4 -58.0 58.0 -53.2 53.2 -49.6 49.6 -46.4 46.4 -43.6 43.6 86.919 24.000 38.919 A -71.3 71.3 -69.7 69.7 -66.9 66.9 -59.6 59.6 -52.3 52.3 -49.6 49.6 -45.9 45.9 -42.8 42.8 -39.9 39.9 -37.3 37.3 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -196.6 76.7 -165.3 76.7 -152.5 76.7 -138.8 76.7 -128.5 76.7 -119.6 76.7 -111.8 76.7 C -71.3 71.3 -71.3 71.3 -71.3 71.3 -65.5 65.5 -55.1 55.1 -50.8 50.8 -46.3 46.3 -42.8 42.8 -39.9 39.9 -37.3 37.3 95.973 26.500 42.973 A -58.5 58.5 -58.5 58.5 -58.5 58.5 - 54.9 54.9 -49.5 49.5 -46.7 46.7 -43.6 43.6 -40.5 40.5 -37.6 37.6 -35.1 35.1 B -175.5 76.7 -175.5 76.7 -175.5 76.7 -175.5 76.7 -158.4 76.7 -145.5 76.7 -131.8 76.7 -121.5 76.7 -112.8 76.7 -105.2 76.7 C -58.5 58.5 -58.5 58.5 -58.5 58.5 -58.5 58.5 -52.8 52.8 -48.5 48.5 -43.9 43.9 -40.5 40.5 -37.6 37.6 -35.1 35.1 108.649 30.000 48.649 A -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 -45.6 ' 45.6 -43.4 43.4 -40.8 40.8 -38.2 38.2 -35.3 35.3 -32.8 32.8 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -124.9 76.7 -114.5 76.7 -105.8 76.7 -98.3 76.4 C -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -41.6 41.6 -38.2 38.2 -35.3 35.3 -32.8 32.8 115.892 32.000 51.892 A -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -39.2 39.2 -37.1 37.1 -34.3 34.3 -31.7 31.7 B -124.7 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -111.6 76.7 -102.8 76.7 -95.2 74.1 C -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -37.2 37.2 -34.3 34.3 -31.7 31.7 122.000 33.687 54.627 A -38.2 38.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.0 36.0 -33.6 33.6 -31.0 31.0 B -114.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -100.8 76.7 -93.1 72.4 C -38.2 38.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -33.6 33.6 -31.0 31.0 123.135 34.000 55.135 A -37.6 37.6 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -33.5 33.5 -30.9 30.9 B -112.8 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -100.4 76.7 -92.8 72.2 C -37.6 37.6 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -33.5 33.5 -30.9 30.9 126.000 34.791 56.418 A -36.3 36.3 -33.9 33.9 -33.9 33.9 -33.9 33.9 - 33.933.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.2 33.2 -30.7 30.7 B -108.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -99.6 76.7 -92.0 71.5 C -36.3 36.3 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.2 33.2 -30.7 30.7 130.000 35.896 58.209 A - 34.5 34.5 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 ' 31.9 -31.9 31.9 -31.9 31.9 -30.3 30.3 B -103.5 76.7 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -90.9 70.7 C -34.5 34.5 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -30.3 30.3 '30.3 130.378 36.000 58.378 A - 34.3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -30.3 B -103.0 76.7 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -90.8 70.6 C - 34.3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -30.3 30.3 124.000 37.000 60.000 A -32.9 32.9 -30.0 30.0 -30.0 30.0 -30.0 ;30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 B -98.7 76.7 -90.1 70.1 -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 C -32.9 32.9 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. X O X UNEQUAL LITES X O UNEQUAL LITES 0 X UNEQUAL LITES Approved as complying with the Florida BE dleg ode Dale 04 z4 03 NORM - Miami Dade Product Coatrot Di By ft.wy 1 .---- 3/ x) R.ndB7 130a: Rew.cns: F.K. 311M03 A Rersdnr: RendB7 Dm.: orsImeY FK. Doh: 12/12/02 Checked ar ADDED NOTE oe: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX tae ALUMINUM CASEMENT WINDOW, NON - IMPACT Sennoldoloc CA-640 Soh.' NTS 0 8 a 12 d.ieq Ab 7045 -9 R.. A Lucas A. Turner. P.E. PE 958201 Mechanical REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. HEIGHT (SEE SHTS. 2 & 3) R.vad sr: F.K. Fond Sr O.r.: 111/03 b.": • Cr By 0.. F.K. 12/12/02 VERTICAL SECTION OPERABLE UNIT R.w..ns. A Revisions ewsven hued NO CHANGE THIS SHEET Oa" MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) VERTICAL SECTION FIXED UNIT 1070 TECHNOLOGY DRIVE NJKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX PGT Visibly Better MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) © 5 MAX. WIDTH (SEE HT. 2) MAX. VENT DAYLIGHT OPENING --J (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X SECTIONS CA -640 NTS HORIZONTAL SECTION - XX Tolko ALUMINUM CASEMENT WINDOW, NON - IMPACT 9 s 12 7045 -9 REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 ,—REFERENCE "XX' FRAME ASSEMBLY DETAIL, SHEET 10 A Appro. 2' comply-lag Nitb Ib* Prate NOAH Prod u ce Coolial �1i"ml do B Y ��Fa3; A?, Lucas A. Turner, P.E. PE 958201 Mechanical FRAME ASSEMBLY TUBE "X" FRAME JAMB FRAME ASSEMBLY TUBE "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL 1.159" 2.139" --- O SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 4— 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A 3.544" .062" NOM. 2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A 434" 1 2.854' 062" NOM. Approved a complying with the Flo rida B Cyde Dai 0 4 24 03 NOM/ O -t9.Oj Wand Dade Product Control e .A y 2.919" ".,"ter Dec F.K. 3/71/03 Rera By: Rem By w": Dram By F.K. wt. 12/12/02 Revisions: A Revisions: Rertrbnr: CMrJW By REVISED FRAME ASSN DETAIL SCREW SPACING O"": 1070 TECHNOLOGY D9IVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PST Visibly Better - t EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT srwsaoac CA-640 NTS sa.c 10 a 12 7045 -9 A Lucas A Tumer, P.E. PE 058201 Mechanical Asyut Rr F.K. Rerae Drown By: F.K. new 3/11/73 bass Dab' 12/12/02 A RsNaOro. C o, od By Oats: POT. # 78IPQA 781 PQA 67017K 78X78PPSMS 7858ZA 710xI2FP 6TP247 6I63K 61635K 60976 78x 12PSTWB 67004 712XIPPT 711573 7FLDHD 7 08 4A NO CHANGE TINS SHEET PARTS LIST MAIN FRAME - HEAD, SILL & JAMBS #8 X 1 QUAD PH SMS FRAME CORNER KEY 12 "X1 /I "X1 /8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS 08 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE 810 - X .562 PH. PN. TYPE F DESCRIPTION MULTI -LOCK KEEPER (R.H. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 48-32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. & R.H.L #8 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 10 X .500 PH. PHL. DSB, 1/8" ANNEALED GLASS 3/16" ANNEALED GLASS 3/16" TEMPERED GLASS 1/2" 1.G. GLASS (1 /8 "A, 1/4" SPACE, 1 /8 "A) GLAZING BEAD (DSB, 3/16) GLAZING BEAD (1/2" LG.) VINYL BULB WSTP (THICK) SILICONE • DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y. TUF E: #12 X 1" PH. PHI.. TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP-ON T- HANDLE KNOB FOLDING HANDLE MAXIM SINGLE LOCK SINGLE LOCK KEEPER #8 X .750 QUAD PN SMS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS., FL 34274 PARTS LIST CONT. ITEM 80 81 82 83 DWG # 7005A 1155 7010 7007 PGT. # 781 PQA DESCRIPTION FIXED WINDOW FRAME - HEAD, SILL & JAMBS #8 X 1 QUAD PN SMS FRIED FRAME CORNER KEY INSTALLATION HOLE COVER 0 3/16 ",1 /8" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7037 .523" .050" - -II - - }f .865" 0 1/2" I.G. GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 r1 .423" T .040" 1.000" _I @CASENENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 PST Visibly Better s.�wiee.r CA-640 NTS .125 " ---- .062" fi .093" J 67 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A 99 .289" .04 -" M I °INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 1.124" I-"-- 2.701" PARTS LIST & EXTRUSIONS nua ALUMINUM CASEMENT WINDOW, NON - IMPACT 11 a 12 Draw, N 7045 -9 Approved as complying with the Florida Balding ode Date 0 O� NOM . Miami Dade Product Coaud nr eefelt Lucas A. Turner, ?.E. PE 058201 Mechanical BDThDE iG CODE COP L1NCE C[CE (BCCO) • PRODUCT COiNTI 01, DIVISION NOTICE OF ACCEPTANCE (NOA) Town & Cazmty Industries, .�. West McNab Road Ft. Lauderdale, Emilia 33309 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 (Ark'). This NOA shall not be valid after the expiration date stated below. The -Dade County Product Control Division (In Miami Dade County) and/or the AEJ (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 falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and .the AB3 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 inn s to meet the requirements of the applicable building ccde. This product is approved as descnTed herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0:050" (rah:.) Aluminma Storm Panels Shutter APPROVAL DOCUTA i T: Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by VJ. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision .4. with r the Notice of Acceptance number and expiation date by th&Mlami Dade County Product Control Division. M1SSII,E IMPACT R ATNO: Large and Small D/rissile Impact LAB,I,INC: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "M- 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. TER DTATION 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. Nfisnse 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. ADVERTISED/ENT: 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. ]NSPECI1ON: 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 #00-0009.03 & consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Helaaay A. MAar P.E. / 407 MANE-DADS COUNTY, FLORIDA METRO -DADE FLAGLER BU1 iG 140 WEST FLAGLER SST, SUITE 160 • MIAAi1, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2903 NOA No 03- 0421.13 Expiration Dab: 1I/16/2005 Approv Date: 10/23/2003 Page 1 Tow & Country Indnutiesdile. C. CALCULATIONS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBM11 " thD UNDER PREVIOUS APPROVAL #00- 0809.D3 A. DRAY/DIGS: 1. Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. E. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00-028 dated 06/28/2000, signed and sealed by Christopher G. Tyson, P.E. • C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 10/26/2000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CE13a 'CATION: I. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter Aluminum Corp. with physical properies. 2. Certified Tensile Test Report by Certified ied Testing Laboratories, Report No. Cm- 592F dated 06/26/2000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. NEW EVIDENCE SUBM1 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. 13. TESTS 1. None. E -1 Eehny A. Makar, P. E. Product Control Examiner NOA No 03- 0421.13 EapfratIon Date: 11/16/20©3 Approval Date: 10/23/2003 TD & Countr. 7 Incinstries In.. NOTICE OF ACCEPTANCE: ETMEN SUBNU i_ti) D. QUALITY ASSOURANCE • 1. By Miami County Building Code Compliance Office. MATERIAL CERTUICATIONS 1. None. E - 2 • 11,1-2 4 liebray A. Msksr, P. E. Product Control Emminer NOA No 03-0421.13 &pi:ration Date: 11/16/2005 Approval Date: 10/23/2003 LABEL LOCATION f- -{ z l 1.05" � 1/4 -20 MACHINE SCREW @112" 0.C.(STUD DIRECTION MAY BE REVERSED) c 14.632" 1 STORM PANEL 1 SCALE s 3" • 1' -0" .375" R 1.00" MIN. 5.00" MAX, 2.02" 14 .090" 9 JAW• In,215 1.060• 0 .315" R S 525" 1.05" MIN, (TYP.) ° o . ♦ 1 1 ' 17 " GE NOTES: p p 5p�� pppE S � H p1 �EEp P CCEEMp p y 1. {T I A11 I pppp r t � DN7Up.NI, O 1y 0 T F 5 tI OR THE HICH CI A CI Y RRA ai ZONE - lF1J ) OFT E FQOR A gg C0 � CLE SS�p 7�9E 2. TTO VERIFY LT HA 7TFTAgNCAH33Y. IN[fiFASE ItJ ALLOWABLE WAS USED 1N i THE FEC9ASSTENEEIEERCCAp1 Nf I g 3 N p N p yE p L Tp 5 y � H � g p�p N� a 3• T W 9 I { I EE ITOpY INQCAECCP�R7D5ANC� p NHEf lecCIPFl ANORGOVERNING 4. F 77 O g R 55 S gE IT gq EP pp SF Op E yy CI gq FI � APa OP THIS SIfitAWF SYSTEIMCLUDE INPORMATION 5. ADMINISTRATIVELCODE.MENTS COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA • 7• THE AP1 DOCUM,ENTSITI'QNS TO THESE APPROVAL DOCUMENTS WILL VOID 8. DUILDINGpOFg7kICIAQ5MAYELEC •5OT�- 99O E ry 8 9 T � o �t H 0 [ F WI ` pp;{ O MgTT NNT8 .1U11M�E ' THE A) [E 2LEDET7EF�Aq LIC p9I9FI IP 0 5 A OONgDIp71 UCTA- 0M P L TFI B � U R L OI p NG p OFFI AL B) S CURES FfiO AOE ?Miff PROOROLPOI .?SISN AND Z ZON EA 1 ARS O oilYL TTD9f? D AC[E PITEO HE EVERtit OFPICIALE. E 9 AS FOLL NE MARKING PER PAINEL AN SHA BE PERMNTNYLLA�TH A g TOWN E. COUNTRY INDUSTRIES. INC. ELFD rx FT. LAUDERDALE, FL. MIAMI•DADE COUNTY PRODUCT APPROVED w 1 °.EDU0WING MINIMUNLTWCKNE55 AND MECHANICAL PROPERTI65,LNOMINAL 0.Ia. 11. ALL L ALL EXTRUSIONS yr5 SHALL BE 606 -T6 ALUMINUM ALLOY. U.O.N E 12, I MINIMUM TENSILE ST p 0p 60 K.S.IV6INSNE0 OR STAINLESS STEEL WITH -1 13. FORAh" ANOVHEADFR MOUINGHOONDITIONSITY WHERE APFPEICABLF, EIXCEPT 1 2.02" 5E No. 10 1. 6_000" COVERAGE 1 } e,212" 0 2.030" (-M HALF STORM PANEL 0 "Ii" PLEADER SCALE . 3" • 1' -0" SCALE . 3 • P -0" 4b STUD ANGLE O ANGLE O C -TRACK (FINISH) lie C- TRACK O BUILD -OUT F -TRACK SCALE . 3" a 1' -0" SCALE , 3" • V -0" SCALE . HALF SIZE SCALE 1 HALF SIZE SCALE , HALF SIZE - 1 W J 0 t H 5. a a IA Lmax., SEE STDRN.1'AN €L SPAN SCHEDULE - TABLE 1 TYPICAL_ HORIZONTAL ELEVATION SCALE, 1/4" • 1' - 0" WIDTL {UNLIMITED 1 (PERPENDICULAR TO PANEL SPAN) TYPICAL SECTIONS C =/ 3 365'_MAX; - 092" • _117" 37'7" • 0 TOP MOUNT SIDE PLA VIEW 6 0 "0 kLYIIOLE SLOT • • TYP. - ■BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE. 1 /4" • 1' - 0" .376" .190'11 55" r 13 "! 655" 0.090' (TYP.) .190' 7 OPTIDNAL . LEG DIRECTION O 8a "F" TRACK "F" ANGLE - TRACK @ SCALE HALF SIZE SCALE , HALF SIZE .060 "3.•0" MAX. 2.250" 250 or ea• -1 0 • � = z 1/4" MAX. = 0. • FASTENER (4 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & p 8" O.C, FOR DESIGN LOADS GREATER 1/4" 315 "0 THAN 110 P.S.F. (5EE ANCHOR SCHEDULE FOR ANY ACCEPTABLE MAX. ANCHOR) 315'0 76" • 313" (465" 1.655" 0.090 "0,090" ITYP.) ALUM. ANGLE CLOSURE PIECE 1 "x2 " MIN.TO 2" x 5" x 0.125" MAX.- EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1/4" MAX. .440" BUILD -OUT MOUNT CLOSURE DETAIL . TYPICAL CLOSURE DETAILS (PLAN) SCALE. 1 -1/2" • 1' -0" 9/4 -20 MACHINE SCREW _(612" D.C.(S_TUD BE R E V ER S ED) G 1351.TY � 00" MIN, 5.00" MAX. " MAX ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. 1 0' 1/4 - 20 MACHINE CREW ply O.C.(STIJD DIRECIION MAY-. BE REVERSED), I 2.00'_ 1 O "1.1" HEADER . 8a BUILD -OUT' U° HEADER@ 4 STUD ANGLE STUD ANGLE SCALE , 3" • 1' -0" SCALE . 3" a 1' - 0" SCALE 1 3" • 1' -0" SCALE , 3" . 1' -0" m r m 563 "0 30" 120 R D 050" 6063-76 ALUM) • (ZAMAC 3 ALLOY) KEYHOLE WING NUT Q WASHER' SCALE , HALF SIZE SCALE , HALF FASTENER (4 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & p 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR • SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. TRAP MOUNT CLOSURE DETAIL WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE • • EXISTING CONCRETE, HOLLOW BLOCK OR 1/4" f //'7-.i\ MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL PRODUCT REVISED 07 C6aiylyIngg with ILI Fbdda B uldlugCoI• Acceptant N ' ' *0' 2/ • II Espirito D01 - - i r D • fL 1I / 611•01914107106141 0)1X100 W • 06//004/2505) ��•�" J f•ra "nFr•1 •aabn er .(n.i•aa •y1 a<• x. L aravN• ®I -°?59 (sheet 1 Of 6) 11.1. KNEZEVICH FL Mama Ha 1' 0510943 6 DETAIL©( "PAS$ THRU" SEC.) ANCHOR SCHEDULE 1 /8 a ITW • TAPCON W/ 7 -3/4" MIN. EMBEDMENT COND. I BLOCK 1 /4'o POWERS CALK -IN W/ 7/8" EMBEDMENT a 1/4 -20 STAINLESS STEEL MACHINE SCREW CONC. I BLOCK I/4 cox MIN. - /2 LONG W000 LAO SCREW W / tuNimum 1-3/4" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN W000 T^ 3" lo^ 4• 12" 0 "r) • 0 rl EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2- EXISTING GLAZING SEE MIN. STORM P SEPARAT ION FROM GL TABLE 2 2 CONNECTION TYPE REFERENCE ANCHOR' SCHEDULE FOR MAX. SPACING - -C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE -ANCHOR SCHED. BASED ON TYPE OF STRUCTURE WALL MOUNT SECTION A SCALE, 3" a 1' - 0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX.., SPACING' 1/4" MAX. ANEL 0 ASS ©I u ' C�u SCHEDULE FOR MAX. . . 1/4" MAX. C4 CONNECTION TYPE CONNECTION TYPE co 1 " 1' REFERENCE ANCHOR '�'� SPACING O D CEILING/FLOOR MOUNT SECTION SCALE, 3" x 1' - 0 " -- • 1 /4" MAX. WW z m a s I" E GLAZING — XISTING Ey 9 w I/1 U M • E Q 1/4" MAX. 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1TYP. TOP AND BOTTON) SEE STORMPANEL SEPARATION FROM GLASS TABLE 2 MAY B E Ia 5 EVERS EO OPTIONAL TOP MOUNTING 4414 x 3/4" TTEN SCREW MACHINE BOLT WITH LOCI( NUT 12" O.C. (TYP. TOP BOTTOM) BIJILD- OIJ'LMOUNT SECTION 0 " 5EE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 -- — OPTIONAL LEG DIRECTION 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FO, 1/4" MAX. OPTIONAL LEG DIRECTION EXISTING GLAZING— EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCIIOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EMBEDMENT VI N U 2 • "x5 "x1 /6"• o x CONT. ALUM. a ANGLE OR 4" ▪ x 1/4" x CONT. ALUM. FLAT MAX. 1/4 "0 THRU BOLTS W/ LOCI< NUT @ 12".0.C. f– FASTENER, SEE DETAIL "' - ©ANCHOR SCHEDULE,' FOR MAX. SPACING 2 x 5 " x 1/B" C1 CONNECTION TYPE 5" x AWN ANGLE REF ANCHOR SCHEDULE ERENCE FOR MAX SPACING -EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE DETAIL© ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX THREE 1 /4"wx MIN. 4" LONG WOOD LAG SCREWS 24" 0.C. MAX. WITH 1 -3/4" EMBEDMENT INTO W000 MEMBER 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX: SPACING EXISTING, CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE (TYP. TOP AND BOTTOM) 10 a EXISTING GL A ZING - SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 "PASS THRI O N 1" SECTION CEILIN a MOUNT / BUILD OUT SECTIO O SCALE. 3" = 1' - 0" SCALE, 3" 0 1' - 0' ----FASTENER Cd 6" 0.C. OR (d 12" 0 C. ,BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER C CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O F" TRACK /DIRECT MOUNT SECTION SCALE, 3" a 1' - 0" I . 5 0;M PANEL 5ER. FROM GLASS TABLE 2 1 .0. 1 74111111111111111 .1111".. �► tea r� ! NNW I© N14x 3/4" TEK SCREW ^ p12 "O.C. BETWEEN m TRUSSES XISTING GLAZING J WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. 2 w , 0. lA PRODUCT REVISED ascot 11(341® 1 411 Midi UuIJIugCoda Acccpl/aco Nt 2j. Exp 410/1104 10 • act C4u1101 15 • A o w 1/.1. KIIEZEVICII 1010f4100:141 1 Et16BIFEx NOE" "r Oa N�Il10117 SEE IN. STORM P GL N AS 5 2M ILE keel i -1/2' . 2" N. WOOD ROOF TRUSS OR FRAMING MEMBER EXISTING STUCCO FINISH OR PLYWOOD SOFFIT EXISTING GLAZING 1 "x4" OR 1" x 6" .062" CONT. ALUM. TUBE (6063 -16) GLASS OR DOOR • SEE MIN. • 'STORM PANEL • SEPARATION FROM GLASS TABLE 2 .1- /2 "1 -1/2" 7 1" J - y K" � ern 2" x 5" x 1/8" CONT. ALUM. STUDDED ANGLE W/ 1/4 -20 STUDS @ 12" —04 CONNECTION TYPE REFERENCE ANCPIOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR W0013 FRAMING. SEE • ANCHOR SCHED. BASED ON TYPE OF STRUCTURE' O BUILD -DOWN / BUILD -OUT SECTION SCALE. 3" • 1' - 0" DETAIL L -4 4 1 w 03 X • 0. N 4 • C1 CONNECTION TYPE REFERENCE ANCHOR' SCHEDULE FOR MAX.' SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WORD FRAMING. SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN ° t1 " HEADER OR " U • HEADER TOP MOUNT O C -TRACK ASSEMBLY - INSIDE MOUNT K SCALE. 3" • 1' - 0" • 4414 x 3/4" . TEK SCREW • p 12" O.C. . m BETWEEN TRUSSES —ONE 1/4 "0x MIN. 5" LONG WOOD LAG SCREWS (0 24" 0.C. MAX. WITH 2 -1/2 " EMBEDMENT INTO WOOD MEMBER TWO 1/4 "0x MIN. 4" LONG W000 LAG SCREWS 24" 0.C. MAX. WITH 2-1/2" EMBEDMENT INTO WOOD MEMBER J n E -1/4" MAX. Z a D. 6. to w • 0 X 11 4 >: 0 J TWO 1/4•0x MIN. 4" LONG STAINLESS STEEL W000 LAG SCREWS [a1 24" 0.C. MAX. WITH 1 -3/4" MIN. EMBEPMEN IN CENTER OF STUDS • • • 1/2" PLYWOOD EXISTING GLAZING w EMDEDMEN SEE MIN, STORM PANEL SEP. FRO GLASS TAOLE 2 51 2" x 6" P.T. CONT. WOOD BLOCKING : TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT • E 0 4, E . 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD it 5/16" I•D, AND 1/2" 0.0. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) 1/16" MIN. O C -TRACK ASSEMBLY - (BLOW UP) L SCALE HALF SIZE . i'.•'i:�ififffi.if. 3iS: =ii off_ ° ° ;z== :•••••.•-•[[.. CONT, 3" x OR 4" x WOOD FRAMING REQUIRED 1/4" .MAX, J im 4 4 f EM8EDMEN IY ' of f a O. �o . p1 "t EXISTING u GLAZING- - 4 Vt SEE MIN. E STORM PANEL. SEPARATION -' 4 i1 FROM GLASS TABLE 2 I 1/4" MAX. 1/ "0x MIN. 2 -1/2" LONG STAINLESS STEEL W000 LAG SCREW @ 12" 0.C. ' W/ 1 -3/4" 611060116147 INTO WOOD BLOCKING (r CEILING /BUILD -OUT MOUNT SECTION SCALE. 3" ,u'1' - 0" USE®OR 6a WITH 1/4 -20 x 3/4" MACHINE SCREW • WITH .675" 11 .675" x'.125" SQUARE SCREW HEAD C4 CONNECTION TYPE • USE 1/4' WOOD LAG SCRE4! OR 1/4" ELCO - MALE /FEMALE PANELMATE REFERENCE ANCHOR SPACING SCHEDULE FOR MAX. WOOD FRAMING • F 1 tt • a v 14 I ✓ • M ' 10 ‘ z 6 J N' • O BUILD - OUT/FLOOR MOUNT SECTION • SCALE. 3" • 1' - 0" FIN ' • LOCATION • OF STUD O ' N.T.S LACK ASSEMBLY (ISOMETRIC VIEW1 , • 1/2" 0.D. x 1/4" I.D. NYLON BUSHING . OR 1/4 -20 S.S. NUT ITY .1 TWO 1/4 "08 MIN, 4" LONG STAINLESS STEEL WOOD LAG SCREWS 24" 0.C. MAX. WITH - 3/4" MIN. EMBEDMENT INTO EXISTING STUDS 1 "x4 "x1/8" x CONT. ALUM. TUBE 4414 x 3/4" . TEK SCREW @ 9" D.C. ' 1/4" MAX, 1/4" MAX. C CONNECTION TYPE • REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • PRODUCT REVISED as comptylax I0W3 {Ilo Max Duldlu3 Coda' Acceptance N 0 - 0 3. .Explgaltun Dal p - 1 / Produc! Coalrol • DivIkIon • 0 [ V.J. KNEZEVIC..H P/1011551011•1 11:0411i4 Il tka"W Ile: /1 81 144/3 S E[ a `1f1003 4.. ,• nuan •^1 E ias A C . EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 1/4 -20 5.5. BOLT & BOLT & WINGNU @ 24" 0.C. (TYP. 20 GAGE STEEL BENT PLATE OR 2" x 2" x 1/8" 6063 -16 ALUM BENT PLATE O WOOD CEILING/ INSIDE MOUNT SECTION SCALE, 3" • 1' -0" 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C, (TYP. B E T PL 6063- T6 8 ANGLE 4" MAX. EXISTING BAY WINDOW MAX. 1" OVERLAP EXISTING WOOD • FRAMING. SEE ANCHOR • • SCHED. BASED ON TYPE EXISTING CONCRETE, OF STRUCTURE HOLLOW BLOCK OR • • WOOD FRAMING. SEE • 'C4 CONNECTION TYPE _ • ANCHOR SCHED. BASED REFERENCE ANCHOR ON TYPE OP STRUCTURE SCHEDULE. FOR MAX. SPACING —1/4" MAX. -.1 lo ua F 1' 1 EXISTING h j . GLAZING — r- w to w' SEE MIN. in 1.., STORM PANEL N SEPARATION X = EXISTING CONCRETE. FROM E LASS E IA HOLLOW BLOCK OR. - IA WOOD FRAMING. SEE' • ;v"MAX. ANCHOR SCHED, BASED ON TYPE OF STRUCTURE • 2" x 5" x 1/8" CONT. ALUM, ANGLE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, . HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1" OVERLAP R TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE, 1 -1/2" • 1' -0" J; 1 • I 2 2 "" " 2 4" I" 0,055" 6063 -76 ALUM. 2 "Ii 5., 5" LONG HANDLE RIVETED TO PANEL PUNCH 1/2" k 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE ®TYP. 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT ({0 • 12" O.C. (CONNECTS TO ADJACENT PANEL) WALL MOUNTED 5 "x2 "x1 /8 "o.CONT. STUDDED ANGLE (SEE SECTION T) C1 CONNECTION TYPE I REFERENCE ANCHOR SCHEDULE FOR MAX. TUBE SPACING © WALL MOUNT SECTION SCALE, 3 " o1' - 0" .O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRJ N.T.S. " A 1 "" Z 2 "" ?" 0,055" 6063 -T6 2 "" 4" ALUM. TUBE 2 - 5 " -• -02 CONNECTION TYPE . REFERENCE ANCHOR SCHEDULE FOR MAX. • SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. Z - 0. EXISTING « 1 GLAZING O w w h1 w 11 VI E 6 -J N • "1/4" MAX. EMBED WIDE NOTCHES (TYP. BOTH SIDES! • • EXISTING CONCRETE, HOLLOW BLOCK OR • WD00 FRAMING, SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE g gr�NG NON - STRUCTURAL CONCRETE FINISH MATERIAL O WALL MOUNT/ BUILD OUT SECTION SCALE, 3 "0 1'- 0" 1'- OLLOW BLOCK DETAILS® & 0 NOTE; CONNECTION DETAILS THDEPICT T THE FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. . (MAX. PANEL HEIGHT a 7' - 4" & MAX. DESIGN LOAD w 72.00 P.S.F.) O INTERIOR FASTENING ANGLE ASSEMBLY SCALE, 1 -1/2" • 1' -0" NON- STRUCTURAL FINISH MATERIAL BRICK OR WOOD 2 CONNECTION TYPE REFER NCE ANCHOR SPHED_LE FOR MAX. 1/4" MAX. 1/4" MAX: • C4 CONNECTION TYPE' REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3 /B "m HOLE FOR. FASTENING PANEL PRODUCT REVISED as complying wib Gra Florida Building Cade Aeceplaaco No o O Z 1$ Lirplr Uua Da l os B } , Qal l oin D L'what CualrOI ol Uhislo.. • • e 9j S • • a w m a 5. V.I. KIJEZEVICII FL IW �w Ilc Ili 010111 SE 2 200, . . . • • . • FASTENER MAXIMUM SPACING flANCillp U . • . • , SC O nI vARIOUS DESIGN LOADS AND SPANS R billat al • • ONCI1E01 Blinionats ON(LSDG • ANCHOR TYPE • LOAD iwi MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS (6EJ4gfE C1 12' SEE ONNECTIO C2 - NOTE C3 UP TO 0" 1 3) C4 C5 SPANS CONNECTIO C1 6' (BEE (SERUM C2 - NOTE C3 ' UP 0" C4 MIN. TO . 1) 3) C5 3" SPANS (SEJITME C1 EDGE 8' SEE ONNECTIO C2 • NOTE C3 DISTANCE UP 8" C4 TO 1) 3) C5 SPANS . (SEE ' CONNECTION (SEUlgTE C1 12' C2 - NOTE C3 . UP 0" C4 TO 1) 3) C5 SPANS UP TO 6' - 0" (SEE NOTE 1 SPANS ' • 8' - SEE NOTE HP 8" 1 ) 3) C6 TO .. C5 (5E2 C1 ONNECTIO C2 C3 3) C4 C5 (SEENTTE C1 ONNCO1C1 C2 C3 3131:10NO3 . . • • 111,151115511555511 51 r.;- 1/4'0 ITW OR ELCO • TAPcoN W/ 1-3/4" MIN. EMBEDMENT mut 3,000 RILL coNcRuE) 4 0.0 14 11. 14 14 14 14 14 14 14 14 14 14 14 12 10 14 14 14 14 14 14 14 14 14 14 14 , 14 14 14 12 52. 14 14 14 14 14 14 14 14 13 11 14 14 10 9 8 14 14 14 14 14 14 14 14 14 12 14 14 11 11 9 62.0 14 14 14 14 13 14 14 14 10 9 14 10 7 7 6 14 14 14 14 14 14 14 14 12 10 14 12 8 9 7 78.0 14 14 14 12 10 14 14 8 8 7 14 8 6 'I 6 14 14 14 14 12 14 14 9 10 8 14 8 6 B 7 100.0 14 14 11 9 8 14 8 6 7 6 14 8 6 7 6 14 14 12 11 9 14 8 6 8 7 14 8 6 87 * . 1/4". FOwERS CALK W/ 7/6" EMBEDMENT 6 TX -112:CSHINTIligiisESW (MIN.3,000P.B.1. CONCRETE) 40.0 14 14 14 14 14 f4 14 14 13 11 14 14 14 9 8 14 14 14 14 14 14 14 14 14 14 14 14 14 14 13 5 2.0 14 14 14 14 13 14 14 14 10 9 14 14 11 7 6 14 14 14 14 14 14 14 14 14 14 14 14. 14. 12 10 62.0 14 14 14 12 11 14 14 14 8 7 14 11 8 6 5 14 74 14 14 14 14 14 14 14 12 14 14 10 10 9 7 0. 0 14 14 14 9 8 14 14 9 6 6 14 8 6 5 4 14 14 14 14 14 14 14 12 11. 9 14 11 8 9 8 100.0 14 14 12 7 6 14 8 6 5 4 14 8 6 5 4 14 14 14 12 11 14 11 8 9 7 14 11 8 9 8 • * *V10= • I ZE ''' "'PlairAl‘w, FEH 1 MIN. CMCIEDMENT 4 1/4-20 MACHINE SCREW WITH NUT (MK 0323 PASCONCREIE) 40.0 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 12 1212 12 12 12 12 12 12 12 12 12 12 12 12 52.0 12 12 12 12 12 12 12 12 12 11 12 12 9 9 8 12 12 12 12 12 12 12 12 12 12 12 12 10 11 9 62.0 12 12 12 12 12 12 12 12 11 9 12 10 6 8 7 12 12 12 12 12 12 12 12 12 11 12 10 7 . 9 8 78.0 12 12 12 12 11 12 12 8 9 7 12 7 5 7 6 12 12 12 12 12 12 12 8 10 a 12 1 6 8 7 100.0 12 12 10 10 8 12 7 5 7 6 12 1 5 7 6 12 12 11 12 9 12 7 6 8 7 12 7 6 8 7 40.0 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 IL 1 ifi_ (4 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 t -1 1/4 MO CRETE PLEB Wi 1-314 EMBEDMENT MN 3.300 P07. CONCRETE) 52.0 14 14 14 14 14 14 14 14 14 14 14 14 14 14 12 10 9 14 14 14 14 14 14 14 14 14 14 14 62.0 14 14 14 14 14 14 14 14 14 13 14 11 14 14 14 13 12 10 11 10 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 13 14 14 13 14 12 76.0 14 14 14 14 14 14 14 14 14 14 10 12 10 100.0 14 14 14 14 12 14 13 10 10..9 14 13 10 10 9 14 14 14 14 14 14 14 11 12 11 14 14 11 12 11 HOLLOW CONCRETE BLOCK - • ;111111111111111 5 B SE> 1/4'0 ITW OR ELCO . TAPCoN w/ 1-1/4" EMBEDMENT 40.0 14 14 14 11 9 13 13 i 13 7 6 9 9 7 5 4 14 14 14 13 10 14 14 14 9 7 10 10 7 6 5 52.0 14 14 14 8 7 10 ID 8 6 4 7 6 5 7 4 7 3. 7-- 4 3 3 3 3 7 10 14 14 14 10 8 11 11 9 .7 5 8 8 4 5 4 6 2.0 12 12 12 7 6 8 8 5 5 4 13 13 10 13 8 9 9 5 5 4 6 4 3 4 3 78.0 9 9 7 5 4 6 5 3 . 4 3 8 6 5 7 6 3 4 3 6 '6 3 3 ;/ 4 3 3 3 // 4 6 3 3 3 •* . it vm ' cai.8 W/ Mr EMBEDMENT 1 1/4-20 STAINLESS STEEL MACHINE SCREW 40.0 14 14 14 11 9 14 11. 14 7 6 11 11 9 5 4 14 14 14 14 14 14 14 14 12 1 14 14 11 8 7 52.0 14 14 14 8 7 12 12 11 6 5 9 9 4 4 3 14 14 14 13 11 14 14 13 9 7 11 11 6 6 5 6 2.0 14 14 14 7 6 10 10 6 5 4 7 4 3 3 3 14 14 14 11 9 13 13 8 .8 6 9 6 4 5 4 76.0 12 12 9 5 5 6 6 4 4 3 6 6 3 3 477/ 3 / 14 11 14 11 12 675843548695 9 7 10 8 5 6 5 8 4 3 5 .4 100.0 9 9 5 4 3 6 3 / • : . ! : 3 I/4 ELCO HALE/ FEMALE - PANELMATE" w/ • 1-1 1, 1/7 SCREW WITH NUT, - 40.0 12 12 12 12 11 12 12 12 9 7 12 12 10 6 5 12 12 12 12 12 12 12 12 10 9 12 12 10 7 6 52.0 12 12 12 10 8 12 12 12 7 6 10 10 5 5 4 12 12 12 12 10 12 12 12 El 7 10 10 5 6 62.0 12 12 12 8 7 11 11 7 5 5 8 5 3 4 3 17 12 12 1 S 0 .6 12 9 17 8 7 4 'I 5 5 4 9 8 5 4 4 3 5 4 78 12 12 11 6 5 9 7 4 4 4 7 4 3 3 3 12 12 11 100.0 10 10 5 5 4 7 4 3 3 3 7 4 3 3 3 11 11 6 6 5 13 4 3 4 3 8 4 3 4 40.0 14 14 14 14 14 14 14 14 12 10 14 14 14 8 7 14 14 14 14 14 14 14 14 11. 12 14 14 14 10 01=XCaratl 52.0 14 14 14 13 11 14 14 14 9 8 14 14 7 6 5 14 14 14 14 13 14 14 14 11 9 14 14 6 8 I/4"6 ELCO CRETE PLEX 62.0 14 14 14 11 9 14 14 11 7 6 12 6 5 5 4 14 14 14 13 11 14 14 11 9 8 13 8 5 6 • W/ 1 MIN. EMBEDMENT 79.0 14 14 14 '9 *I 13 11 6 6 5 11 6 4 5 4 14 14 14 10 9 14 11 7 7 6 11 6 4 6 100.0 14 14 8 7 6 11 6 4 5 4 11 6 4 5 4 14 14 9 a 7 11 6 4 5 11 6 4 6 :SEE PAGE 6 OF 6 FOR COMPLETE ANCHOR SCHEDULE NOTES PRODUCT REVISED • - as complying WO( the Florida • A li c u u la p hz . c . au N g EspIE 149 Dal• !Weft - 38114 ptvLio 1311 Dail/ 'masa Coulnai V.J. PlIOFESMIAL 677041177 11.11...11000147111 'Ff?Al 21103 8 • 04..04/20031 If thp 1 drwing 03259 [ 5 O 6 • . • • • FASTENER MAXIMUM SPACING . 01 . ; r.anut_ maim LOADS AND 8PANa ( " - • . I - . • - - OUB 3uni3nais ONLLSDG • . • • • , ANCHOR TYPE • • . . • OAD ( W ) P .S . F . MAX. (868 NOTE 1) ' MN. 3/4 mop mamma SPANS UP TO 6' - 0" 8 E NOTE 1) ' SPANS OP TO 8. - 0" ( SEE NOTE 17 SPANS.UP TO 12' - 0" (SEE NOTE 1) (KEA C1 I:IENNECTION C2 C3 8) C1. CS CON4IWION (BEd Ci C2 NOE C3 9) CI. CS CONNECTION (8EE C1 /Yu_ C2 Nolo C3 9) C4 C5 OOOM 2" MIN. 8= 1/4"s A MIN. 9" LONG LAG SCREW W/ MIN. 2 EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO ' WOOD GRAIN 40.0 14 14 44.- 14 13 14 14 14 10 9 14 14 14 7 7 52.0 14 14 16 11 10' 14 14 14 8 7 14 14 13 5 5 62.0 14 14 14 9 9 14 14 11. 6 6 14 13 9 4 4 78.0 14 14 14 7 7 14 14 11 5 4 14 10 7 4 4 100.0 14 14 14 6 5 14 10 7 4 4 14 10 7 4 4 1/4"O ELC0 MALI/ egmAu I .9 ANELHArr w, 1-7/8 1110. 008000191 4 1/4-20 MACHINE SCREW WITH NUT 40.0 14 14 14 14 14 14 14 14 14 13 14 14 14 11 10 52.0 14 14 14 14 14 14 14 14 12 10 14 14 12 8 7 62.0 14 14 14 14 12 14 14 14 10 9 14 13 8 7 6 78.0 14 14 14 11 10 14 14 10 8 7 14 9 7 6 5 100.0 14 14 13 9 B. 14 9 7 6 5 14 9 7 6 5 ' 40.0 14 14 14 14 14 14 11 11 8 / * 4 ' \ \ 42 52.0 14 14 14 A . a 12 12 10 .0 4 4 8 0 4 7/16"0 WOOD BUSHING W/ WV MIN. EMBEDMENT 1 1/4-20 STAINLESS STEEL MACHINE SCREW 62.0 14 14 14 o 10 6 %Al 7 1. 3 r i r 78.0 it 11 9 (0. 6 4 100.0 9 9 5 r r ,../ 6 3 O 9. 2) 6 3 r / l-Q al -t W N . MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.)'.) ACTUAL SPAN (L) ' (FT - IN) COLUMN 1 ' COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS LESS 7)7491 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30 ABOVE GRADE IINCHES) ' 40.0 a-a 3 2-1/4 10-6 5 3-3/8 • 50.0 e-a 3 2-1/2 9-10 5 3-1/4 80.0 .8-8 3 2-3/4 9-5 • 5 3-1/4 70.0 4-0 3 1-1/2 8-8 3 3 9-0 5 • 3-1/4 80.0. 4-0 3 • 1-1/2 8-4 3 3 . 90.0 4-0 3 • 1-1/2 7-9 3 2-3/4 100.0 4-0 3 1-1/2 7-3 3 "• 2-1/2 110.0 4-0 3 • 1-1/2 6-9 3 • 2-3/8 120.0 3-0 3 • 1-1/2 6-4 3 2-1/4 0 0 0 Z- V.1. KNEZEVICII PROFIWONAL 1000001 R Mum Ns 1112021112 d." 04/04/2003 SEP 2 ' • 003 GCS .• 11131110 tl•• bE • ThgLE1N01€1 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND ' USE THE LESSER VALUE OF THE TWO. , • 2. FOR OESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY•BE USED TO DETERMINE ALLOWABLE SPANS. • • • • • • • • • • . • • • TABLE 2 NOTE 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN, STORM SHUTTER SEPARATION FROM GLASS. • • • . . . .... . . . . ... „ . • ' . . . . . • . ' . • ' •• • ANCHOR NOTSSi . . . • I .. fraitinitlipITEM15 SO EitlAW111212S141 • 2 W HAITEiliggessfen • 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. • 4 ' igiV Va nrE S. ANCHORS SHALL OE INSTALLED IN ACCORDANCE • WITH h1ANUFACTURERS' • RECOMMENDATIONS. • • 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUOES WALL FINISH OR STUCCO. ' 7. WHE (pet Iren 1.41 4,0D.Fitni 54101ATAtilg • tYlVis s woloo PA8TIRINVIO P7. WOOD PS ACCEPTABL7. oM.y OPR sloe PIE ES, B. WHERE LA0 SCREWS p 70 ,N,441 9 i t t cA8Tel ; I 1 ED ,1041E4911 5 9. 6 .0. 1/01 ETIE r It P A fg?.15L HEAD SIO WALK OLT), 10. , DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. " C Et G . t t 1 ,167 E • Agnu BY REMOVING MACHINE • T A B 1 MAX. ALLOWABLE • STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE DESIGN LOAD (P.S.F.) 40.0 45.0 50.0 55.0 60.0 62.0 65.0 • 70.0 72.0 75.0 BOA 900 .100.0 110.0 120.0 130.0 1400 150.0 160.0 170.0 180.0 190.0 200.0 210.0 220.0 230.0 SPAN FOR NEG PRESSURE (FT - IN) 12'-0" ' 1T-3" , • 10 • 10 • 9 9•-7• 9 9 W-3" ' • 7 W-7" 13 • W-6" 5 4 3 3 3 3'-1" , 2 • SPAN FOR P05 . PRESSURE (FT - . 10 10 • 9 8'-11" 6 7 • • 5 4 • 4'-3" 3.-6" 3 • 3 3 . -0" 2 2 • PRODUCT REVISED • . u complyWw1111 tbo Kukla ' OtatIlosCodo Ageopl 42 4r 13 1 Art4".'" . .4 Pro uttCou(r • 0(414118 ue 03-259 sheet 6 of 6 J Date Type Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT : J 305- 795 -2204 Building Inspection Requ Address Company Phone # Inspection Date Correction Re- Insp'n Fee / q L acv P /r 9