The URL can be used to link to this page

WS-10-2191.COR' CERTIFICATE OF LIABILITY INSURANCE OP ID ML �' DATE(MM!DD/YYYY) 04/05/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDMONAL INSURED, the policy(Ies) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER BROWN & BROWN OF FLORIDA INC 14900 NW 79th Court Suite#200 Miami Lakes FL 33016 -5869 Phone:305- 364 -7800 Fax:305- 714 -4401 WnrAW NAME: PHONE FAX re, No, EA: (NC, No): ADDRESS: CUsTOMER m#: COMPA -4 INSURER(S) AFFORDING COVERAGE NAIL# INSURED The Companies of R & S Inc. D R &S- Widow Company 8 15 SW 3.2 Terrace- ami FL 33 176 INSURER A: BridgePie].d Employers Ins Co 10701 INSURERS: Mid -Continent casualty Co. 23418 INSURERC: Praetorian Insurance Company 37257 INSURER D : EACH OCCURRENCE INSURER E : X INSURER F : $100,000 CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT W ITH RESPECT TO W HICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE NSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED ByY PAID CLAIMS. I TR TYPE OF INSURANCE INEM WVD POLICY NUMBER (t M/DDIYYYYj (MMMIDDYIYYYTY) LIMITS B GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY X OCCUR 04GL000817530 04/01/12 04/01/13 EACH OCCURRENCE $ 1,000,000 X PREMIM SES (Ea occurrence) $100,000 CLAIMS -MADE MED EXP (Any one person) $ EXCLUDED PERSONAL & NOV INJURY $ 1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE UMIT APP�LIEjS PER PRODUCTS - COMP /OP AGG $ 2 , 000 , 000 POLICY JEC I I Loc $ C AUTOMOBILE UABIUTY ANY AUTO AU. OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS PICFL0002260 04/01/12 04/01/13 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ ]( X $ UMBRELLA LIAR EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY PROPRIETOR/PARTNER/EXE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If DESCRIPTION OF OPERATIONS Y / N N I A 83044716 04/01/12 04/01/13 X WCSTATU- OTH- TORY LIMITS ER EL EACH ACCIDENT E. $ 1000000 EL DISEASE - EA EMPLOYEE $ 1000000 below E.L DISEASE - POUCY UNIT $ 1000000 DESCRIPTION OF OPERATIONS / LOCATIONS ! VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) CERTIFICATE HOLDER CANCELLATION City Of Miami Shores 10050 N.E. 2Nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988- 20097►CORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD IAMI -DADS COUNTY TAX COLLECTOR 440 W. FLAGLER ST. st FLOOR IAMI, FL 33130 2011 LOCAL BUSINES'TAX RECEIPT 2 MIAMI -DADE COUNTY STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 009527 -3 u9CE ANMYEF i LOCATION S `INC THE 8715 SW 129 TERR 33176 UNIN DADE COUNTY litvIMPAI4Y OFR A LOOM, IS BBUSINF•SS TAXRECEIPT. ;rr DOES NOT - PERMIT THE HOLDER TO VIOLATE ANY ZONING LAWS CYF THE COUNTY OR OWES NOR DOES f EXEMPT WR HOLDER PROM ANY OTHER PERMIT OR LICENSE REQUIRED ST LAW. THIS IS NOT A CERTIFICATIOAI OF THE HOLDER'S OUALIFlCA- pDIONS. yyT'{ MUIMID tEtcln,TAX' GOLLEOYO O9 /15/2011 60020000411 000075.00 FIRST- CLASS .moo ash 'AIM, FL SIT No. 21 RENEWAL NrcaupT 009527 -3 STATE CG ui '67SO S INC THE UILDING CONTRACTOR 1iDRK11 SEE OTHER SIDE DO NOT FORWARD COMPANY OF R 8E S INC THE JOHN T DOWNEY PRES 8715 SW 129 TERR MIAMI FL 33176 IIIIIII1111111111141I 111111I1I1III ,1I1,,411I1,,etll5I1Lj $t THIS DOCUMENT HAS A COLORED BACKGROUND • MICROPRINTING • LINE MARK'' PATENTED PAPER . SEQ# L12Q60400766 04 iQ stow, ccArr taut ®d . ►elow IS CERT"ZFIkE Tnder'the.;;provision8 of Expiration dates AUG 31, apt 'a RI nrit KEN LAWSON vritrour Dv 1242010 — cK -N[ihd- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762 4949 BUILDING PERMIT APPLICATION FBC 20 Izazi-Tzt) AG 2,mo tu.) Permit No. {S Master Permit No. Permit Type: BUILDING Co a OWNER: Name (Fee Simple Titlehold�i E2ieS —PiGC. C� EAST l _ M( Phone# S� ' - I Address: 7+5 NE. q (-y City: M ANh i 5 ct'G S, State: — Zip: 3.N32> Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 7 (7 NE 6 `�T 5-1-C ee--17 ✓ 1C1 `t l f, City: Miami Shores County: Miami Dade • Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO !d . Flood Zone: CONTRACTOR: Company Name: ;I 1 6 gociows r done #: 3- Address: City: State: Zip: Qualifier Name: Phone #: p c a m Ce..1311 ' 6 1 < ( Contact Phone #: � 6 (o �l ' b 1� v Email Address: DESIGNER: Architect/Engineer: J l.C/v CLO . J�j,V"f'i2 State Certification or R istration #: Certificate of Competency #: Phone #:� `I q0 Value of Work for this Permit: $ CClW "rV V Square/Linear Footage of Work: Type of Work: (]Address Description of Work: Alteration New ORepair/Replace (it) #40,0.1" his UDemolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ********** x** ****,r*** *** ** * * *** ***** * *, Fees ***** ** * ***** ** * * * ** **** ********* * *xx*: *** ** Submittal Fee $ Permit Fee $ ' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 'O ' - TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip rt,gage,Lender's Name (if applicable) ftgage eigt (er' d ss 8 � City %' State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, a applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be de ' ered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must a posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence f such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The for nstruinen as aow edged ,efor- �e this day of , 20) by who is personally known_to me or who has produced Signature ► Contractor The foregoing instrument was acknowl ged before me this (I As identification and who did take an oath. NOT PUBLIC: . n - ti`:'. ■ Sign: Print: My Commission Expires: ,20 ,by who is personally known to me or who has produced as identification and who • d take an oath. NOTARY PUBLIC: Sign: Print: My Commission xpires: * * * * * * * * * * * * * ** ** ** * * * **** . ******a***** ***** * * * ** ** ** *** * * * *** ****: **** * * ** * * ** ** * * * * * * * * **: * ** ** *** *** * ** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6 /4/10) COUNTY 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No .11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09 /25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or 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 Mianri-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 evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, 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 www.buildingcodeonline.com NOA No. 07. 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTMS- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "EI. DuPont Denemours" for "DuPont Butacite 0 PVB" dated 02/15/01, expiring on 12/11 /10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21-07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. 01 HER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 I Splvk l 1. L L L !shag I. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8' LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18' HEAT STRENGTHENED GLASS. B. 318" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. C. 7/16' LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3/18' HEAT STRENGTHENED GLASS . D. 7/18" LAMI NOM. (.485') CONSISTING OF (1) LITE OF 3118" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18' HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS:, O X_X XO. OX. XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE UTE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. IN. - 3/18" HEAT STRENGTHEND GLASS EXTERIOR 1/2" GLASS BITE EXT. -1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM Raid* Mk< --► .402 f® 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR D co WWI 112" GLASS Bnl EXT. - 3/18 ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/18' HEAT STRENGTHEND GLASS —y .485 '�- 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 8, 7 ANCHORAGE 8-10 Approved Aimroa ea complying with the Date a� 18, pima NOA#47- OG74'. /O Miami Dade Predrill Cmda"I �a� I. Ltaw.L Rmae,, Dire AMA= 1070 TECHNOLOGY ERNE F.K (111807 8 CLARIFY EST. °MABB, OVER L 7NIWLAESSNO MASS BITE Npfp W PL 34270 lima BF ER. ReY: ADD MASS BIT EME TO RAZES DD METALS ADD CEASE EEL MK, REVISE St f4.27 Gwp�s ogre Cape We } 01A880ta'90RAl.8A0O NOTE 8 N FL 4 F.K 211207 J.J. 621/87 Vtitb(Y Beuar NOTES AND GLAZING DETAILS Tin ALUM, FRENCH DOOR & SIDE UTES, IMPACT WAWA FD101 eare I fee lx 1 0 10 11005.1 B TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, X , 0, OX, XO, OXO, XXO, OXX & 0)0(0 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8 °- 953/4" 3° 3712" 6° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 O WIDTH 27 3/4" 38 1/8" 36 3/4" O WIDTH 36 3/4" SINGLE SIDE LITES WITH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -642 +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +86.6 -66.6 +63.1 -83.1 SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 -75.01+75.0 -75.01+75.0 -75.0 +75.0 -75.01+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR I SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, XO, OXO, )0(0, OXX & 0)0(0 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68- 793/4" 7°- 833/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 2512" 4° 47 3/4" +58.6 -58.8 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 2712" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 2912" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 12" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 3312" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 3512" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 8° 71 314" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE 0 WIDTH GLASS TYPES A, B, C OR D 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +81.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -352 +352 -352 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: ®1. £2. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (118" HS, .090 PVB, 3/16° HS) C. 7/18" LAMI (3/18" A, .090 PVB, 3/16" HS) D. 7/18" LAMI (3/18" HS, .090 PVB, 3/16" HS) COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 73112° MAX. OXO WIDTH = 109 1/2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. 0XX0 WIDTH = 143 3/4' 3. SINGLE DOORS 33 5/8° WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ®5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90° HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +87.8 / -87.6 PSF EX. B FROM TABLE 1. 0)0(0 WITH GLASS TYPE A 88° WIDE x 85" HIGH DOUBLE DOOR WITH 381/2" SIDE LITES DESIGN PRESSURE = +70.4/-70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.8 / -43.8 PSF EX. D FROM TABLE 2. 0)0(0 WITH GLASS TYPE C 83 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 28" SIDE UTES DESIGN PRESSURE = +43.1 / -43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Approved as eorop)1o8 with tD" Dote `' `; 2001 NOM Date 'Omit �1D Product a Pr"a" Coo4"I sTtyKs RW 1lII�t1T. Dar furor Foe a Sr FA: mare FJC FJC R. S NEMEC IMMIX 2 DEMONFRESSIMSSANO MAR&'O, NON.R VERSION COIBTE GLASS MSS aM GSI82NTONOJE8aADDNOTESSa snuff 2/22/07 atn+�ae A REVISE NOTE L 2 f a AOD NOTATIONS TO TAS{E,AND2 REDUCE MAX SIZE DEMON PRESSURE AND ADJUST. ALLDPSFOR WSW2 6/21/07 MOO TECHNOLOGY D IVE NOKOMIS, FL 24275 naagx1629 NONC'ltNi FL 31274 PAGT DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE L17ES, IMPACT FD101 BeNe 1x 2 r 10 I 11006.1 B MAX 108 1/2" MAX �-�-+I +SEE NOTE 3 ►H- -� MAX. tax 731@` MAX SEE NOTE 4OX OR XO SEE NOTE 4 OXO A X A XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. SEE NOTE 4 143 3/4° MAX. 38 y4'- � SEE NOTE 3 MAX M 38 3/4.4 MAX. SEE NOTE 4 OXXO G G SEE NOTE 4 4' ■•) DOOR DLO HEIGHT = HEIGHT -11 315' DLO WIDTH 'X' = DOOR WIDTH - 1215115' DLO WIDTH IOC = DOOR WIDTH/2 -11 5/18° SIDE LITE DLO HEIGHT = HEIGHT -11 3/8° A DLO WIDTH = WIDTH -3 1/8' 3. SIDE LITES OVERLAP 7C AND XX ' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE 1(0', '0X','OXO' 7000','OXX' AND'0XX0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR 7C' AND 'XX ' DOORS AS FOLLOWS: (IC DOORS = WIDTH - 5.848) (IO(' DOOR = DOOR WIDTH/2. 4.079) n.py, n'im 11= T'lu:w'n Am6109. 61,:t Tm�e_ OLT..�Si ZGD� aarat l 11 PX Aaev7 8 CORREGT VERTRW.IXOANDA IIAAS PX 8%507 Os BF Oat AK 2122/07 , W OFDRIAAASFOR DOOR AND SZEWEA7DDOOROWDK A IDENTIFY DEAD BOLT AII® Y,CACr.. AND 7CNWT. J.J. 8x 6/21/07 1070 TECHNOLOGY DANE NOXOa08, R.34278 P.O. BDX 1828 14010310, FL 34274 Pc-T 1 ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT oYeoRale FD701 NTS 3 a 10 Domtletila 11005.1 B 114 Robert L/CIark, P.8. PE 039712 Structural �E 0 \i i ./ Er 1 X wACT. Ef O C lE \\ 1 XACT. SEE NOTE 4 OXXO G G SEE NOTE 4 4' ■•) DOOR DLO HEIGHT = HEIGHT -11 315' DLO WIDTH 'X' = DOOR WIDTH - 1215115' DLO WIDTH IOC = DOOR WIDTH/2 -11 5/18° SIDE LITE DLO HEIGHT = HEIGHT -11 3/8° A DLO WIDTH = WIDTH -3 1/8' 3. SIDE LITES OVERLAP 7C AND XX ' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE 1(0', '0X','OXO' 7000','OXX' AND'0XX0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR 7C' AND 'XX ' DOORS AS FOLLOWS: (IC DOORS = WIDTH - 5.848) (IO(' DOOR = DOOR WIDTH/2. 4.079) n.py, n'im 11= T'lu:w'n Am6109. 61,:t Tm�e_ OLT..�Si ZGD� aarat l 11 PX Aaev7 8 CORREGT VERTRW.IXOANDA IIAAS PX 8%507 Os BF Oat AK 2122/07 , W OFDRIAAASFOR DOOR AND SZEWEA7DDOOROWDK A IDENTIFY DEAD BOLT AII® Y,CACr.. AND 7CNWT. J.J. 8x 6/21/07 1070 TECHNOLOGY DANE NOXOa08, R.34278 P.O. BDX 1828 14010310, FL 34274 Pc-T 1 ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT oYeoRale FD701 NTS 3 a 10 Domtletila 11005.1 B 114 Robert L/CIark, P.8. PE 039712 Structural MAX DLO INTERIOR MAX. DOOR HEIGHT 1.489 EXTERIOR MAX. DLO r<n INTERIOR MAX. SIDE LITE HEIGHT DOOR SECT. A A SL SECT. B-B VERTICAL VERTICAL SL VIEW G-G CORNER ASSEMBLY Approved as complying with the Merida Bunting Code Date Der m NOM 7—pC99. JO Mimi Dade Product Cannel Dy a9 I. Lk4 Malan Oft Aratearfc EIC FA: tkomBr FJC Oft (V18AA Dar 27 Andepow B J.J. Amebae A NO CHANGE THIS 8HEET. ffitOVIDO ®LE HOLUTA MEAD INECIpNAT CORNER AR89g.Y Delic 821/0/ IWO TEONGLOGY DRIVE AMS,AM p.aBOrte?9 FL 34274 Pc �T Vitlbly Retrcr EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LffES, IMPACT 1D101 Rift 1611sk. ' 4 10 d 1 1/2X 11005 -1 B MAX. x WIDTH ' DLO DLO DLO MAX SL WIDTH -1 7C SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. SL WIDTH INTERIOR EXTERIOR MAX DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved as complying with th Florida od Date L. � MAW Miami Dade Product ontrol rret.i I. f`yAuf` Datm FX Wakes 8 NOCMM Efl0501EET.. RamILM FX t1s.e8F FJC Ea497 Ore 2127107 Rabbis A eeeAeS: rr. ADD 'ODOR WOVE LIM TO eliCTION&E & VINGLE WEUTE'TOSECY. FF Mite Ta7 1070 TECHNOLOGY DRIVE Nth, fl. 34278 PA eqx NOKOMA FL 34214 Pc �T VERTICAL SECTIONS TIM ALUM. FRENCH DOOR & SIDE LITES, IMPACT somalbm FDfOI 11� I 5 d 10 I � 11005.1 B ql P.E. Robert L PE 839712 Structural ITEM DWG # PGT# 1 2 3 4 943B 60411 1010 60300 7070 67070K 955 7955X 5 938 7938X 6 956 7956A 7 7832X12FP)IP 8 995 70995 9 998 70996 10 11 12 13 14 15 16 952A 6533016 11000 611003M 1670 671670 11004A 611004M 11001A 411001A 11002A 411002A 11003A 411003A 20 9150 80380 21 1010 60300 22 6608 66808M 23 24 25 930 41721N 1140 78X112PSATS 1048 71048 DESCRIPTION FRAME HEAD WSTP.,Q -LON .180 X .375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X.500 PH. FL MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 ( INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q-LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X 0.650, 6081-75 #8 X1.500PHSQAT /S JAMB SCREW COVER CAP STRIKE PLATE INSERT 26 1118 710)O4PFA #10 X.750 PH. FL SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 9100 8910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X .625 PH. FL SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5/18 -18 THREADED ROD 38 990 7990NUTA 5118 -18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 9839 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 9848 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 60200K WSTP.,Q -LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F #8 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS ITEM 60 61 DWG # 920D 921D PGT# 6920D 6921 DESCRIPTION SIDELITE HEADER SIDELITE SILL 62 9168 60381 SIDELITE JAMB 83 1155 781PQA #8 X 1.000 QUAD PN. SMS 64 998 7998 HEAD GASKE is (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #70989) 66 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTTING BLOCK, 3/32" X1/4" X 1" W /PSA 71 71267K SETTING BLOCK, 1/16" X1/2" X1" W/PSA 72 4222A 64222 BEAD, 7/16" 73 988 6988 BEAD, 3/8' 92 988 64988 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI -1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI - 3116" HS, .90 PVB, 3/16" HS 102 11006A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK .504 --+1 f 380 13 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 - X2.750 --j .650 -1 (' 125i ZZ TUBE MULL 6063 -T5 1.000 Approved a,i�,c,o�mplying with the Florida xm Date Oc7l 2eo7 NOM* d7 -o Zy -/o Mined Dade Product Control MI I I. (L� u.t.. Mardi* ttra Mares /bade, • FX F." tee (OM Dolle Maim B ANSAns A NO CHANGE THIS 87Sl. FJC Mks 2=07 rinse* Jd ADM11Bd 10MDEA0BOL ?AOD LWCDVEPAIMB. OM.rmm Mal 41 � 107 1070 TECHNOLOGY DRIVE NOB( MB, 8.30270 P.O. BOX 1529 FL 34274 PARTS LIST IOW ALUM. FRENCH DOOR & SIDE LITES, IMPACT enwrrr 70101 lade bat SAC I � 8 • 10 I 11005-1 1.750 4.626 4.000 4.728 4.100 4.726 4.100 r1.750 LI 4.675 PANEL DOOR PANEL $Q TOP & BOTTOM RAIL 31 SIDE RAIL PANEL O INTERIOR ASTRAGAL 6063 -T5 3.655 x.1261 3.111 1.400 1.2172 FILLER HEAD ADAPTER 6063 -TB 3.000 1 FRAME HEAD 8083 -T8 .050 .079_1 1.489 1.479 J 3.000 ----I 11 OUTSWING THRESHOLD 6063-T6 .750 TRUSS CLAMP 8083 -T5 .683 3 3/8' GLAZING BEAD 6063 -T5 F+--- 3.100 .050 5.459 6.085 _rte so SL HEADER 6083 -T6 1.479 I 4.675 r+- 1.4801 QDOOR PANEL EXTERIOR ASTRAGAL 8063 -T5 1-'I 1.525 .050 .683 7Z O 7/16' GLAZING BEAD 6083 -T5 61 SL SILL 806346 ODOOR FRAME, JAMB 8063•T6 '-1.578 - 1.890 050 3.000 6Z SL JAMB 6083-T6 1-830r- -21980 2.980 .050 rSLJAMB 66 ADAPTER 6083 -T6 .050 3T WEATHER STRIP CHANNEL 6063 -T6 $Z HINGE 6063 -T5 0.375 .125 Approved as complying with the Florida Harding Code Date *CZ I2, Z<»7 NOM n7. -04 7 4. fOn Mimi Dade Product Control Hy 171A4rit L 4Gf0.HR MASIA: oat Rataaa: Amstar *ft AK Wta07 Memos B NOt79Wt7E7MS&tff7. Mader FX tom* F.K Aft BYW7 Mawaar A A0D'B001r70 ITEM 20a MA,4SBEODIA 70 MONISM 81.44, 46862 Oft 2217/07 c admear. J.J. 8.21/07 t0707H2a10Lt70Y�dYE t NOI H.8�7B FQ X 1579 FL M274 V/,ibly Batter EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT atlrme Sofa m e ~wok FOWL 1/2tl 7 d 10 11005-1 B AL,fa, Clerk, P.E. PE#3$712 SeuaWal JAMB ZONE "A HEAD ZONE "C"i 0 HEAD ZONE "D" -1—ZONE D "U "1 z XX z N } _ SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD I Z-4—ZONED'F'� 1 JAMB ZONE B' JAMB ZONE "B" SILL SILL _I ZONE "D "ZONE "D " SEE TABLE 4., SHT. 9 HEAD ZONE "E"I P CO O w 0 JAMB ZONE A" HEAD 1 ZONE "D "�ZONED"E"I <XOOR OX JAMB ZONE B" SILL SILL ' ZONE "F' T T ZONE"D" I � ZONE "E° SEE TABLE 5., SHT. 9 SEE TABLE 8., SHT. 9 HEAD I ZONED" ZONE I 1 t-ZONE ZONED"F'�ZOHNEDF'�Z I EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19' x 83 3/4° SIDE LITES B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. JAMB ZONE B" A I / /� / / OXXO JAMB ZONE "B" \ \ / / \\ } JAMB ZONE B" AMB ZONE <XXOOROXX> \ / EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19' x 83 3/4° SIDE LITES B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. JAMB ZONE B" f C C it I / /� / / OXXO �\ / U y V \ \ / \ 7 7 7 } JAMB ZONE B" \ • u SILL SILL IU_ 4 , SILL -ZONE �ZONE'F°�ZONE� ZONE "D" ZONE —1-ZONE-1 4-ZONE-1— ZONE "F"�ZONE "F" --}-ZO E-, SEE TABLE 7.. SHT. 9 "E" SEE TABLE 7., SHT. 9 Ba 'E' SEE TABLE 7., SHT. 9 "E" ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4•H UNIT. NOTES: 71 314'W 700 DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 1/4° ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4° MAX. FROM CORNERS AND 231/8° MAX. O.C. HEAD & SILL OF DOORS: 8° MAX FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C. HEAD & SILL OF SIDE LITES: 6" MAX FROM CORNERS AND 24 3/4' MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Apprc,I asicge�mgf�;ian3 w:Ih the WBakt 1 C Zap% !Sri Die P'aluet Des FX B NO CHANGE THISW : RFC 6s7 BT46A 7YNSmv OPINGE IV OR Wt. ANCHOR ZONE FROM 'O'T0'D! AM ANCHOR TYPES Las,* Date 41' m*,Pr MC F.N: 2r12V7 J.J. 621107 1070 TECHNOLOGY DRIVE NOKOWS, FL 34276 P.O. .96221323 NOx0693, P1,34274 PG,T " /, BetaeY ANCHORAGE, CONFIGURAnONS its ALUM. FRENCH DOOR & SIDE LITES, IMPACT abr" lab* NTS 8 - 10 11005-1 B X07 L (:park, P.E. PE M9712 Stff6u7f al 2. TABLE 3. X DOORS GLASS 'TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD 1,2, CONC TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE DOORWID1HS "X' - 25..1 TO 37. ,• WIDM x HT. 26.50 x 79.75 83.75 87.75 91.7. 95.75 27.50 x 79.76 83.7. 87.7. 91.75 95.75 29.60 x 79.76 83.75 87.7. 91. • 95.7. 31.50 x79.7- 83.75 87.76 91.75 95.75 33.50 x 79.75 83.7. 87.7. 81.7•" 95.7= 35.50 x 79.7. 83.75 87.7. 91.7. 95.75 37.60 x 79.7. 83.7. 87.76 91.75 95.75 7 3 LOAD ZONES DOOR WIDTHS ')OC - 47.76 TO 71.75 2,3, WOOD 1,2, CONC LOAD ZONES TABLE S. 0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD 1,2, CONC TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE & SLBSTRATE A, B,C,D 2,3, WOOD 1,2, CONC TABLE 7.OXO, XXO, O( & OXXO GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC WIDTH x HT. 47.76 x 79.75 83.75 87.76 91.75 95.75 61.75 x 79.75 83.75 87.75 91.75 95.76 65.76 x 79.75 53.75 87.7 91.75 95.75 59.75 x 79.75 83.75 87.75 91.75 95.75 83.75 a 79.75 83.76 87.75 91.75 95.75 87.75 x 79.76 83.75 87.75 91.75 95.75 71.75 x 79.75 83.75 87.75 6 91.7 7. 95.75 7 4 3 8 4 2 5 4 7 4 2 5 4 7 4 2 5'' 4 7 4 2 5 4 7 4 2 5 4 7 4 2 6 4 7 4 2 5 4 7 4 2 5 4 7 4 2 8 4 7 4 3 5 4 7 4 2 5 4 7 4 2 5 4 7 4 2 8 4 7 4 3 6 4 8 4 3 6 6 8 4 2 5 5 8 4 2 6 6 8 4 3 8 5 8 4 6 5 8 4 3 5 6 8 4 2 8 6 8 4 3 B 6 8 4 3 6 5 8 4 3 7 8 10 4 3 6 5 8 4 3 8 5 8 4 3 8 6 8 4 3 7 8 10 4 3 7 8 10 4 3 6 6 8 4 3 8 5 9 4 3( 5 6 6 9 10 10 4 4 4 3 3 3 Regnow WIDTHS WAD ZONES "O "- 10.75 TO 36.76 WIDTH x HI: 3 10.75 x 79.76 4 3 83.754 3 87.754 3 91.76 4 3 95.75 4 3 12.75 x 79.75 4 3 83.754 3 87.75 4 3 91.75 4 S 95.754 3 19.00 x 79.75 4 3 83.75 4 3 87.75 4 5 81.75 4 5 95.75 4 3 21.75 x 79.76 4 3 83.754 6 87.754 6 91.75 6 6 95.75 6 3 27.76 x 79.75 6 5 83.76 6 5 87.75 6 5 91.75 8 5 95.75 6 3 38.13 x 79.76 6 5 83.75 6 5 57.757 5 91.75 7 5 95.75 7 5 38.76 x 79.75 6 b 83.76 8 5 87.75 7 '0 5 91.75 7 6 95.76 7 O 1u 0 0 0 aae< Mtge WSW AK IMMO _ FETE 2172/07 AYMtlr m B a..t» A MONO et J.L NO CHANGE AWSHEE7: ADO • Ml.K7rAB1EI 15112E4.4 CH ME7AOIEC. iEMZOM? 'C'7O 9'AND COLUMN ADO' DO 70NICHOR TYPES 6/21107 1 4 1 1 4 1 1 4 1 1 4 1 1 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 3 3 4 3 3 4 3 3 4 3 3 4 3 3 4 3 3 4 3 3 4 3 3 4 3 3 4 3 DOOR WIDTHS - 25.60 TO 37.50 LOAD ZONES SIDE LITE WIDTH x HT. o 10.75 x 79.75 4 83.76 4 87.75 4 91.75 4 95.75 4 12.75 x 79.76 4 83.75 4 87.75 4 91.75 4 95.75 4 19.00 x 79.76 4 83.76 4 87.75 4 91.75 4 95.76 4 21.75 x 79.75 4 83.75 4 87.75 4 91.76 5 95.75 6 27.75 x 79.75 6 83.75 5 87.75 6 91.75 6 95.75 6 38.13 x 79.76, 8 83.76 6 87.76 7 91.75 7 95.75 7 38.76 x 79.76 8 83.75 6 87.75 7 91.75 7 95.75 7 0 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 x x 00 3 3 3 3 3 3 3 4 4 5 5 5 4 4 5 6 5 2 W 4 2 4 2 4 22 4 2 42 4 2 S 4 2 4 2 m 4 2 4 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2 W 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 1 x V DOOR WIDTHS - 26.60 TO 37.50 LOAD ZONES °70P - 47.75 TO 71.75 SIDE LLTE Wm'H x HE o o x 10.75 x 79.75 4 2 83.76 4 2 87.76 4 2 91.75 4 2 95.76 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.76 4 2 96.76 4 2 19.00 x 79.75 4 3 83.75 .4 3 87.75 4 3 91.75 4 3 95.75 4 3 0 21.75 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 5 3 95.75 6 3 27.75 x 79.75 5 3 83.75 5 3 87.75 5 3 91.75 6 3 95.75 6 3 38.13 x 79.75 8 4 83.75 8 4 87.75 7 5 91.76 7 5 95.75 7 6 38.78 x 79.75 6 4 83.76 6 4 87.75 7 5 91.76 7 5 95.76 7 5 O O I g Oa. O W z tY 2 0 at 4 2 4 2 4 2 C 4 2 g 42IE 4 2 4 2 n, 4 2 4 2 4 2 O 4 2 Ze 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 7 4 3 4 3 s 4 3 Oz 4 3 4 3 VI 4 3 4 3 4 3 52 O c3 m If 0 v 4 APPROVED ANCHOR TYPES: 1.114" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved mrnm with the Merida Dale me -T JP/ 200-7 NOAO Prada IBControl Mmi Dade rilt(01 070 TECHNOLOGY MOVE 6/0140313, 8.34273 P.O. VOX 1520 NCtcG B3 FL 34274 PST Vialbfp Bette+ ANCHOR QUAN7I1Y LOAD ZONE TABLES aa, ALUM. FRENCH DOOR & SIDE CITES, IMPACT Stalmysie Soft Sir* FOIST I NA 9 s 10 laudwilt 11005-1 B 6913.) yLcIwk, P.E. SE #39712 SkwWmi • 2X WOOD SUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8 MIN. 1/4' MAX SHIM WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK, NOTE 2 1.1 3/4' I MIN E.D. 1 3/4"_...1 ED.I 1 3/8" TYPE 1 1 3/4° TYPE 2 1/4° MAX SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 11/4" TYPE 1 OR 2 (CMU) ( ) 1 318° TYPE 1 (GONG) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1/4° MAX SHIM 1/4" MAX SHIM 1 318' MIN. • �� ■�Ol•II CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2OR3, NOTE I 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" TYPE 1 1 3/4° TYPE 2 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1/4° MAX SHIM • 1 3/4" MIN. E.D. CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) { 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4° TYPE 2 (CONC) MIN. E.D. 1.6 KSI MIN. CMU OR 2X WOOD EET• s 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) CONC. ANCHOR, NOTE 1 1,111i 1. 1314° , MIN. E.D. 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. • 13/4° MIN. E.D. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX ' SHIM CONC. ANCHOR, NOTE 1 NOTE 3 1-1/4° MAX 1 318" TYPE 1 T: 13/4° TYPE 2 2X WOOD BUCK, NOTE 2 fulIN. E.D. 3.4 KSI MIN. CONC. t 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) WOOD ANCHOR TYPE 2 OR3, NOTE I i v 1X WOOD BUCK, NOTE 2 1/4' MAX SHIM • 1 3/8' MIN. DOOR SILL (CONC) SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. •,, '} • pf 13/4" - r1 MIN. ED. SIDE LITE SILL (CONC) 1/4" MAX SHIM 3/8' TYPE 1 7•3 314" TYPE 2 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8" MIN. (TYPE 1) OR 1/4° SS4 CRETE -FLEX EMBEDDED 1 314° MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4'. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4° SS4 CRETE -FLEX ANCHORS EMBEDDED 13/8' MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112' THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Approved as meld: :.0 with the Florida Balding Code Date ,7 c7 J ti ?OD NOM ea7 -0629. /07 Muni Dada Product Cmtrol ISta I I. CGsh� Das Pisittac Onte r1aD7 2V7 aweta B amebae A amlex J.J. MO GAME DOSS fEhT. SPEC. ME1112a4e®.a4coma wawa SPED, TYPE 283 ON WOOD DETAea. ADD ANCHOR TYPES TO NOTE 1. 82UD7 1070 TE12240LOGYDRIVE taxmaga FLS4270 P.a OQ7(1122 NOKCAVS. FL 34274 Pc �T Visibly .Re#ar ANCHORAGE DETAILS Ia' ALUM. FRENCH DOOR & SIDE LITES, IMPACT sa.eeae F0101 Sega 10 s 10 bodbilth 11005.1 oric B 1'71 L Clark, P.E PE #39712 Structural MIAMIdaADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA PGT Industries 1070 Technology Drive Nokonds, 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 AHD (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. 1VIIAMI•DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2908 www.bwidip co o .cem APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped . Mullion ", sheets 1 through 7 of 7; dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the /vEami -Dade County Product Control Division. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04- 0528.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P,E. r(�ps J ', G PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01 /05 /01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FF1L -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a lx 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28106. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "B "C" OR D" AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A MULLIONS W =W1 +W2 H H1 +H2 12) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = H OR H14-H2 MULL LENGTH = W OR W1#W2 M2) MAX OPENING = W OR WNW MULL LENGTH = Hi NOTES; 1. THE ,33 1/3:16 STRESS INCREASE HAS 2, 3, 5, 6 AND 7. M3) M4) w ANCHORS DETAIL B ", C" OR D" AT BOTH ENDS AND AT BOTTOMS w W = W14-W24-W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETL7WIN/NG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR HI+H2 MULL LENGTH = W OR W1+W2 +W3 MAX OPENING = W1 +W2 OR W2 +W3 MULL LEWIN = Hi NOT BEEN USED IN THE DESIGN OF THIS PRODUCT ANCHORS DETAIL "E "C" OR "0" BOTH ENDS ANCHORS DETAIL B ", "C" OR "D" BOTH ENDS MuwONS FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TES( REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL lr"" 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - & MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (IflMZ). p€'G 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS A TO THE STRUCTURE. H = H1 +H2 (1) WINDOW MULLED W /ONE 9BQVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH .= W QUANTITY AND LOCATION, REFER TO SHEETS taoet>ri» r�+e,[.wM11�t.MLI�NYA1� _.a,a.,Yr ,> ii _ O?. TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS e t L' Clark. P.E. PE Stru#39712 l Reed Nnsa �e F.K. arms, ey: rio 06 0-ADD NOTES 5 & 6 575/06 C-ADD TEX REFS 438/OO 1 " HEAVY WALL, ELEVATIONS 1070 M" FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 ALUMINUM TUBE CLIPPED MULLION solatAbso MULLS NTS spot 1 of % Orewing 1*. 6221 0 POT 1 x MULLION 2" OR 4" " MULLION CUP. CUT FLANGES OFF CUP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN POT 1x MULLION 112 Al SUS STAGGERED ON OPPOSITE SIDES PGT 1 x MULUO (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 FOR 1° MULL i" TYPICAL MULLION TO MULLION NSTALLATTON. DETAIL °A" /12 SCREW. SEE NOTE 3 T 1 x MULLION SEE NOTES 2 & 3 2h(1YP) 1 WOOD BUCK REMOVED TO CONCRETE WOOD r BUCK SEE NOTE 1 2. OR 4" #12 FN SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 112 Al SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT 1x MULLION -- TYP CAL MULLION TO STRUCTURE WITH NOTES; WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY L ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE —FLEX t 3/4" NOTE 1 2. FOR WOOD APPUCATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO —CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP —TO— OPENING (MINIMUM OF 2 SCREWS PER CUP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORL4L REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. AND THE APPUCABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING AOR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS; FTL -2902, 2903 AND 2975. TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FR.M CONC.. DETAIL "C" 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL °D" TO BE USED ,ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark. P.E. PE {39712 Structural Read 550/06 RindK 593/04 A P.JP 48/00 iYMRF53&5 Revisionw C -ADO MED. DUALS 1070 Ri99NOCOGY OWE NOW FL 31275 P.O. BOX 1129 R 34274 onorpuar 1 " HEAVY WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION S.r,/ ketek sale Dwane 11a MULLS I NTS 2 of 7 6221 1" MULL CLIP (CUP TO OPENING) EXTRUSION DWG #1099 In MULL CLIP WITABS REMOVED (CLIP To MULL) EXTRUSION DWG #1099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 'A' 1 x 2 x 3/8 1 3/16 1 x 2 J/4 x 3/8 1 15/16 1 x 2 3/4 x 21/32 1 3/8 x 4 x 3/8 3 .3/16 A TWO (2) ANCHOR LOCATIONS iiA/2 THREE (3) ANCHOR © FOUR (4) ANCHOB LOCATIONS LOCATIONS MIN MIN. 0 ONELOCATIONHOR ®TWO 2 LOCATION HOR IN.TYP. NOTES; 1. MMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. (2)EQ.SP.O (A- 3/4)/2 MIN. O THREE (3) ANCHOR LOCATIONS D S X (6) ANCHOR LOCATIONS N.TYP. (4)EQ.SP.O (A- 3/4)/4 MIN. ® FIVE (5) ANCHOR LOCATIONS MIN. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert 1. dark P.E. PE Struchaai 1070 19,010LOGY 09116 NOKOMIS. Fl. 34275 P.O. BOX 1529 NOXOA9S F. 34274 /08 175/06 0-110 CMG NS Siff f ADD MANOR 48/00 1 " HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION swr dmodok MULLS INTS 3 d7 Onnting 6221 4 3_ 4 MAT'L: 6063 —T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS A /54 L. Clark E P2712 PE 5730/06 /06 Haddam 0—NO CHO 1MS S7fT —NO CHC 1195 SHT Oman er. P.J.P. 48/00 1 " HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY MG NOKONO. R. 34275 P.O. BOX 1528 NOKOMIS R. 34274 ALUMINUM. TUBE CLIPPED MULLION s.+.e/mod* MULLS 1X I4 .'7 Icwalring Na. 6221 CHART 2. - 1x2.75x.375 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR a 60 70 - 80 90 100 110 120 CUP TO (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A OPENING (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (4) B (3) B (4) B (3) B (4) B 160 CUP TO MULL 1 (3) B 42 48 50.855 54 60 63 88 72 78 67 84 90 98 108 111 23 170 (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (2) A (3) A (3) B (4) B (3) B (3) B (2) A (3) B (3) A (4) B 170 170 170 170 170 170 170 166 145 131 113 86 54 43 36 25 170 170 170 181 170 170 170 154 ' 170 170 170 150 170 170 170 149 170 170 170 149 170 170 170 149 ' 170 170 170 181 170 ' 148 147 170 135 170 165 140 170 126 153 138 170 152 127 131 116 116 101 107 121 146 100 1001 134 170 119 142 134 170 118 141 134 170 118 141 98 96 93 93 92 92 170 170 149 170 134 170 118 141 92 92 (3) B 170 (3) B 170 149 170 134 118 92 170 141 92 131 113 86 67 54 43 38 25 112 97 73 62 57 45 37 30 21 112 99 97 85 73 65 82 54 57 50 45 40 37 32 30 28 21 18 99. 85 65 541—' 50 40 32 26 18 90 90 7T 7T 58 58 49 45 35 28 23 16 49 45 35 28 23 16 84 84 72 72 54 54 45 45 41 41 32 32 26 26 21 '21 80 80 68 68 50 50 42 38 30 24 19 42 38 30 24 19 77 77 65 65 48 48 40 38 28 22 18 40 38 28 22 18 78 76 64 64 46 46 38 38 35 35 27 27 21 21 17 17 76 76 63 63 45 45 37 37 33 33 26 26 20 20 16 16 76 76 63 63 44 44 36 32 24 19 15 36 32 24 19 15 23 19 19 17 17 15 15 CHART 1. - 1x2x.375 QTY. & TYP.1 ANCHOR ! 60 CUP TO (2) A OPENING (2) B 60 (2) A (2) B CUP MULL TO 'L (1) B (1) B 42 155 48 129 50.825 115 84 94 60 63 68 50 72 38 76 32 78 30 84 90 19 98 16 142 116 100 81 87 58 58' 49' 43 32 27 25 OPENING WIDTH IN INCHES 70 80 90 100 110 120 (2) A (2) A (2) A (2) A (2) A (2) A (2) B (2) B (2) B (2) B (2) B (2) B (1) B (1) B (1) B (1) B (1) B 134 130 ' 130 130 130 130 130 130 107 102 100 99 99 99 99 99 91 85 82 80 80 80 80 80 73 68 64 63 62 82 62 62 51 47 41 41 41 41 44 40 34 ' 34 r 34 34 38 34 32 30 29 28 28 28 29 26 24 22 21 20 20 20 24 22 20 18 17 17 16 16 22 20 18 17 16 15 15 130 (2) A (2) B 160 (2) A (2) B (1) B (1) B (1) B 44 37 42 35 24 20 17 16 16 • Multiple Mulled Units Mull Length \Oppening Width [Open/m.4 Width Horizontal Mull opening with Mull Length NOTES; I. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. RV- &HENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. s mit limit EMBED. (1 1/4 ") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4) B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH P GTNDUSTRIES PRODUCTS S °e7I%6 n- i 5 su "1.2: /8/08 MARXED REWSOM 9 up P 48/00 11 " HEAVY WALL, PRESSURE CHARTS 1 & 2 Robin t. Clark P.E. Structtural 1070 7EDe401.057 MAC NOK0i0A Ft 34275 P.O. 80X 1529 KM" ft 34274 ALUMINUM TUBE CLIPPED MULLION MULLS NTS Mat 5 of 7 aaeg No. 6221 CHART 3. -1 x2.75x.650 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 80 70 80 90 100 110 120 130 160 CUP TO OPENING CUP TO MULL 42 48 60.625 54 60 63 66 5 M 76 78 84 90 96 108 111 (3) B (2) B (2) A (4) B (2) B (3) B (2)B 170 170 166 152 133 125 118 106 91 84 67 54 44 31 29 170 170 170 170 152 143 135 108 91 84 67 54 44 31 29 170 160 148 135 117 110 103 92 77 71 57 48 38 28 24 (2) A (4) B (2) B 170 170 169 155 134 128 118 92 77 71 57 (3) B (2) B (2) A (4) B (2) B (3) B (2) B (2) A (4) B (2) B 170 161 148 133 113 105 97 73 61 56 44 38 29 20 18 170 148 136 124 106 99 93 81 68 83 50 40 33 23 21 46 38 26 170 189 158 142 122 114 107 81 68 63 50 40 33 23 21 170 141 129 116 99 92 86 73 61 56 44 38 29 20 18 (3) B (2) B (2) A (4) B C2) B 170 158 143 128 107 99 90 87 56 51 40 32 26 18 17 170 138 125 112 94 87 81 67 56 51 40 32 26 18 17 (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) 8 (2) A (4) B (3) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) A (4) B (2) B 170 170 170 170 170 170 170 170 170 137 157 137 157 137 157 137 157 137 123 141 123 141 123 141 123 141 123 109 125 108 124 108 124 108 90 103 88 101 88 100 88 124 108 100 88 170 157 141 124 100 91 79 58 45 40 30 23 18 83 95 81 93 91 80 91 80 77 85 75 82 73 80 73 79 73 63 52 60 58 58 56 49 47 47 48 56 56 48 45 48 48 45 45 43 43 42 42 40 37 35 30 32 30 25 23 24 24 23 21 21 20 20 18 17 — 17 15 15 15 15 Vertical Mull Mull Length �Openmg� Width Horizontal Mull Opening L Mull I Length Multiple Mulled Units Mull Length \Opening Width .NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. .3. REFERENCE •ltJt REPORT TTL. -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") 8. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PCT INDUSTRIES PRODUCTS Robert L. Clark. P.E. PE Stln%t MOM 5/06 48/00 Riplekwew D-ND 010 IllS SMT 14101 REWSIONS 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY DINE 110105185. FL 34275 P.O. BOX rers FL 34274 ALUMINUM TUBE CLIPPED MULLION soreviaele MULLS NTSI: 6 of 7 among ft. 6221 :CHART 4. - lx4x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 10 80 90 100 110 120 ..130 • 180 CLIP TO OPENING (2) A (4) B (3) A OR 0 5 CUP TO MULL® 42 48I 60.625 (5) B (5) B 170 170 170 170 170 170 (2) A (3) A (4) B (6) B` (5) B 0:1B 170 1'70 170 170 170 170 (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (5) B (5) B (5) B (5) B (5) B MB (5)13 (5)B (5) B (5)13 so 63 88 72 76 78 84 90 96 108 111 144 170 170 170 170 154 170 170 170 170 170 170 170 170 170 159 170 150 170 134 170 170 170 170 170 154 144 135 120 170 170 170 170 ` 170 170 170 170 170 170 170 170 170 170 170 170 , 170 170 170 170 170 170 170 170 170 170 170 170 170 169 170 182 170 158 170 - 157 170 143 170 '136 170 131 170 128 170 170 133 170 126 170 121 170 117 169 170 125 170 117 166 112 156 108 150 �A :(2).A )B (4)B (3) A (6) B (5) B (5) B 170 170 170 170 170 170 170 170 170 157 170 157 127 170 127 116 166 116 106 145 105 •(5)8 ;(5)B 144 140 128 170 170 138 125 160 112 165 140 110 148 103 136 98 127 94 120 91 115 89 170 170 170 170 170 170 170 157 170 127 165 116 144 105 112 88 (5) B 170 170 170 170 170 165 144 111 102 126 95 116 90 108 86 102 121 148 108 129 99 116 , 82 108 ; 87 99 111 117 95 112 92 112 92 95 95 82 102 82 90 92 83 74 74 67 77 - 73 73 62 1 58 58 83 98 81 80 89 78 69 69 66 95 79 87 75 66 62 78 78 67 67 64 64 54 54 59 59 50 50 27 22 47 43 19 47 43 60 60 54 54 50 50 ' 47 47 42 42 37 37 34 34 " 32 32 38 38 34 34 31 31 29 29 54 52 44 42 52 48 42 38 93 84 62 48 38 30 28 27 26 28 25 25 28 23 23 19 17 17 15 15 Vertical Mull i �rr Length Width Horizontal Mull �Ivng with Mug Length Multiple Mulled Units min Length \0J wing NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4) OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 WSVOKSANWORNE NOKOSS R 34275 P.0. BOX 1529 NOKOMIS FL 34274 x30/06 04.2 CHG NS Siff C REYr90KS 5/06 /5 Brom P.J.P. 48/00 orwripecte- 1" HEAVY WALL, PRESSURE CHART 4 TRW ALUMINUM TUBE CLIPPED MULLION MULLS NTSS 17 0 7 &oft Si 6221 ' D MIAMI�DAD COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AID (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 AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County. Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1105, with revision B dated 11/13/06, 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: Large and Small Missile Impact Resistant 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 NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) E -1 Manuel Per :'t" 2 Product Control a: r _ r NOA No. 07-0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) E -2 Man Product Control uel Pe a er NOA No. 07 722.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. Fn. 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 P.E. Product Co + er NOA No. 1.22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/18" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/18° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7/16" LAMI CONSISTING OF (2) LITES OF 3116° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 716° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER G.13/18 LAMI IG: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER H. 13/16" LAMI 10: (1) UTE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 616" LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PVB INTERLAYER 1.13/18' LAMI IG: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF 3/16' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18" LAMI 10: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. L.13/18° LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER M. 13/18' LAMI 10: (1) UTE OF 118° ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP, ALL WI LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. S. REFERENCES: TEST REPORTS FTL- 4845, FTL- 4848, FTL-4647, FTL -4648, FTL -4849, FTL -4850, FTL- 4851, FTL4723, FTL -4957, FTL -4958 AND FTL -5083. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). per F.K Daft bolic 11/ta NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 PRODUCT REVISED ae cempOIsg Ida tie Merida Reldas Code Accepusee .13 Doge_IT717!t,Y ,06 2411 ram J.I. Rafting rawer FR oar 1!24108 A CHANGE NOTES 3d 7. ADD NOTE 9. ADD GLASS TYPE M TO NOTE I. MAIM OPTIONS ADD F7L4723 TO NOTE 7. FR 91NL abnad Deer 2/23107 WO TECHNOLOGYORIVE NOME FL 34218 PD. 89(1@9 NOW UIS, FL 84274 PG" sib=Y Betar GENERAL NOTES nr ALUM. SINGLE HUNG WINDOW, IMPACT slaissaltdot NTS Iftrit 11 a 11 4040-20 B V5`cfr Robert L Clerk, P.E. PE 939712 Structural 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 5/18" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE ® NOTE: LAMI 10 OUTBOARD LRES MAY BE UPGRADED TO 3/18° WITH NO CHANGE IN DESIGN PRESSURE. G] EXTERIOR INTERIOR (ALL SECTIONS) 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18" LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 13/15" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI RWskas F.K oat 11868 ROvithor B Rawl* F.K Fx �8 971475 A ADD ITEM 92 TO /216LAABLQGLASS KM) & LAW IDNOTE NO CHANGE THIS SHEET amwex: J.J. Dolw 223/07 1WO TECHNOLOGY CRIVE NOKOMIS. FL 36275 P.O. BOX 1899 NOKOMIS, 11.34274 PST Visibly Dater GLAZING DETAILS 1e" ALUM. SINGLE HUNG WINDOW, IMPACT SH79B War Full 2 d 11 tkoWelfa 4040 -20 B Robed L Cleric, P.E. PE 938712 Slruobaei 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 68" 68" 70" TABLE 1. 72" 74" 76" 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 52" A,B,M +80.0 -8.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 83 lir A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +78.9 -78.9 +75.4 -75.4 +74.0 -74.0 UP TO 83118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION A TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 50 618" 63" 72" 74" 76" 48" A,B,MA +60,0 -80.0 +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50° A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62° A,B,M, +50.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 -76.9 +70.0 -70.0 +88.8 -68.8 +67.6 -67.6 531/8" A,B,M1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 58.0 +86.7 -68.7 +85.5 .65.5 UP TO 53118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 MEETING RAIL x CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3 WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH a 76" FLANGED AND 76" INTEGRAL FIN) 53 118" D,E,F,J,K,L 17 1/8" I 22 11/16" +80.0 J -80.0 +80.0 �. +8 -80.0 28 3/16" I 33 314" 39 6116" eo.o 50.0 +eo.a J -80.0 I +70.0 J as 4413/16" + -70.0 +70.0 1 -70.0 +70.0 J -70.0 I +70.0 -70.0 80 3/8" 5816118° GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAW - (1I8"A,.090,1/8 "A) FTL- 4847, 4848, 4723, 4957 B. 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL- 4847, 4648 C. 5/18" LAMI - (1/8"HS,.090,1/8"HS) FTL- 4647, 4848 D. 7116" LAMI - (3118"A,.090, 3/18"A) FTL- 4845, 4885 E. 7116" LAMI - (3/18"A,.090, 3/18"HS) FTL4845 F. 7116" LAMI - (3I18"HS,.090, 3/161HS) FTL4845 G. 13/16" LAMI 1G - 1/89-IS, AIR SPACE, 5/18" LAMI - (1/8"A,.090,118"A) FTL -4648, 4723 H. 13/18" LAMI 10 - 1 /8°HS, AIR SPACE, 5/16" LAMI - (118"A,.090,1/8"HS) FTL-4846 L 13116" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/8"HS) FTL -4846 J. 13/18" LAMI 1G - 1 /8"HS, AIR SPACE, 7/16" LAMI - (3/18"A,.090, 3/16°A) FTL4849, 4850 K. 13/16" LAMI IG - 1 /8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL4649, 4650, 4958 L 13/16" LAM! IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/161HS) F1L4649, 4850 M. 13/18" LAMI IG - 1/8"A, AIR SPACE, 5/18" LAM! - (118"A,.090, 1/8"A)A FTL5063 "O" MEETING RAIL %C" W HT. MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MINIMUM TO 38' MAXIMUM.A !rally Dols Ii.wR T H 1/ Frr. MINUS SASH HT H FJG DIM 181355 ar: 1/24413 FJC F.K bin Dam B Rootikak A UPDAIETOASTME 130D302 RBVOYESTD VIEW SASH HTREF TABLE2 REV/� ADD ANI RN WE UA 7ESTNOS ADD FTL-4723 TO GLASS TYPES A MAD G. 09010 Its a* J.J. 2/23107 10?O TECHNOLOGY DRIVE NO10010E,FL34VE P.O. BQX 1828 NOIO MIS. FL 34274 Pc1T VLrlbl� Behr DESIGN PRESSURES r- ALUM. SINGLE HUNG WINDOW, IMPACT Adiakde SH700 lrr NTS all 3 0 11 4040 -20 B Robed L Cbuk, P.E. PE #39712 SOuct rll F SEE DLO TABLE SEE DLO TABLE (MAX) SEE DLO TABLE r- 49 6/8" MAX FIXED DLO (ALL) O j X j SEE DLO TABLE 481/4' MAX VENT DLO (ALL) DETAIL A 1/1 B 631/8" MAX. FLANGED WIDTHA 52 1/8" MAX I.F. WIDTH allik 0 j DETAIL is I.F. HEIGHT �A FLAN HEN X j A SASH HEIGHT 34 3/16" B B� DETAIL D VIEW (CUSTOM SASH) GED HT AA SEE DLO TABLE 75" MAX A I.F. HEI HT SEE DLO ® TABLE 78" MAX FLANGED HE HT SEE DLO TABLE X j 76" MAX. I.F. HEIGHT ®MAX FLANGED HEIGHT DETAIL B VIEW (STANDARD SASH) E SEE DLO TABLE 175' MAX I.F. HEI HT FLANGED HEI HT SEE DLO TABLE 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A SEE DLO TABLE DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 41 5/8" 411/4" C 41 1/4" 40 7/8" D 52 5/8" 5211/16" E 521/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 341/2° 343/16" B 27 7/16" 27 1/8" C 27 7/16° 271/8" D 163/8" 153/4" E 163/8" 153/4" TABLE 5. PRODUCT REVISED m aaapIpag with 1M Wadi Amptangerfaidiaa "trap i . z°6 ew.rer Doke ewer FJC A..sex FJC D FJC Dec 11/13108 axiom B ADD INTEGRAL FIN (LF.) VERWON. GNG. NOT E3. ADD NOTE 4. 1/24108 age W1105 Awkiwar A NO CHANGE THIS SHEET Metal Itp J.J. D7 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94218 P.O. SOX 1629 NONONOS, FL 36.214 PST ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT SaboOlobt Elf/00 NTS 4 a 11 Drwra 4040 -20 111 Robert L. Clerk, P.E. PE 689712 Structural 2.784' MAX HEIGHT INSIDE MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE MAX VENT DAYLIGHT OPENING arc 0 r NOTE MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6• FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING A 10 al OUTSIDE 0 2...: HIGH SILL HIGH SILL O 2.330• (LOW SILL) SEE NOTE ABOVE SECTION SECTION B-B (LOW SILL SHOWN) ULTRALIFT ONLY MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A 00 NOTE: BALANCE PARTS USED A BASED ON SASH WEIGHT 9,10,11,15,16) 4 2.710' OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS A 4 I DI g Jaz. LOW SILL 2. LOW SILL m HEAD 4 JAMB INSIDE m OUTSIDE i 0 �LF. FRAME 2.710' n ( A \ 0 2. 1111 iiiit- (HIGH SOU.) ALTERNATE HIGH SILL ULTRALIFT ONLY OUTSIDE SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) O PRODUCT REVISED comptylas aBiMeMils Bahasa Cede Atteptaate Date iff 2011 Eftwer FJC FJC FJC 1w3/06 MIAr Dar W605 B anti= A awaked* JJ. ADD IF. SECTIONS & CONSOLIDAIE BAL. WMPOME TS NO CHANGE THIS SHEET 7 I 1a7O TECHNOLOGY WOVE NOK098. 8.34276 P.O.80K ie NOKOMIS. FL 81274 Pc ,T iitthb BCt�t SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT bfaltaft SN700 emir Vire FIT 1 S d 11 01•00+a4040- 0 B Robert L Clark. P.E. PE 538712 Straolmel ITEM DM1G.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X1.000 QUAD PN. SMS 781 POA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1628 8 4004 FLANGE FRAME JANE 612227 7 4025 SASH STOP 612244 8 4026 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8 ", 5/8", OR 11/16" 10 1080 BALANCE COVER, 318" OR 5/8" 6BALCVR916 11 C. GLASS, 5116" LAM, (1B"HS,.090 PVB,1B"HS) #8 X.750 PH. PN. SMS 7834M 12 E. GLASS, 7/16" LAM, (118 A,.090 PVB,1/8'HS) BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1088 SASH TOP GUIDE 42504 15 L GLASS, 13/16" LAM IG;1/8"HS, AIR SPACE, 5/16" LAM, (1/8"HS,.090 PVB,118"HS) #8 X1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080 -1 BALANCE COVER, 11/16" 6BALCVR870 17 4053 SASH STOP COVER 84053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G 26 1098 SHEEP LATCH 71098 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 8TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FAKE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32" X25/64" X1' 71622K 36 1052 LAM IG SETTING BLOCK 1 "X3/4" X1/16° 71052K 37 1224 MNYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) BTP248K 41 40398 GLAZING BEAD, 5118 LAM GLASS. 640398 42 4044B GLAZING BEAD, 5/16 LAMI VV/GRILL KIT 644703 44 4222A GLAZING BEAD, 7 /16" LAM 64222 45 985C GLAZING BEAD, 7/16" LAM MT/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAM I.G. 64087 47 4071A FRAME, I.F. HEAD 84071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRN)E. I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 81014 56 1630 SCREEN CORNER KEY WRINGS 71630 57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 68 1073 SCREEN SPRING 7CASP 59 1824 SCREEN SPLINE -.135 DIA FOAM 61624K R odex FJC RwdDA FJC Ogle 1111369 Deft Rembloor R,aR ADD CF. FRAME STEMS 47, 48, 49AND 50. UPGRADEREM21. ADD TTEM92 CHO. DESdWP7ION NEW 7,911 19 NO CHANGE 711"8 SHEET U1e,eBa FA ONE 9%1/18 Chaled JJ. 71167 A A A A A A 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1528 NOKOMIS, Pl. 34274 ITEM DWG.# DESCRIPTION PGT# 60 1835 SCREEN SPLINE -.135 DIA HARD 61635K 81 SCREEN CLOTH 81816 63 506 GLAZING CHANNEL (.688 X.500) 6533402 64 1181 #6 X1.000 PH. BUGLE TEK 708X1 67 GLAZING TAPE, 1/16 X 12 - 7/16 LAM 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 84051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUAL 80 A GLASS 5/16" LAM, (1/8'A,.090 PVB,1/8 A) 81 B. GLASS, 5/16" LAM, (1/8"A.090 PV6,1 /8"HS) 82 C. GLASS, 5116" LAM, (1B"HS,.090 PVB,1B"HS) 83 D. GLASS, 7/16" LAM, (1)8"A,.090 PVB,1/8"A) 84 E. GLASS, 7/16" LAM, (118 A,.090 PVB,1/8'HS) 85 F. GLASS, 7 /16" LAM, (1/8"HS,.090 PVB,1/8'HS) 88 G. GLASS, 13/16" LAM IG;1/8"HS, AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8 A) 87 H. GLASS, 13/16" LAM IG; 1/8 HS, AIR SPACE, 5116" LAM, (116 A,.090 PV13,1/8"HS) 88 L GLASS, 13/16" LAM IG;1/8"HS, AIR SPACE, 5/16" LAM, (1/8"HS,.090 PVB,118"HS) 89 J. GLASS, 13/16" LAM IG; 1/8"HS, AIR SPACE, 7/16" LAM, (3/16"A,.090 PVB,3/1 6". ) 90 K. GLASS, 13/18" LAM IG; 1 /8"HS, AIR SPACE, 7/16" LAM, (3118 "A,.090 PVB,3/18 HS) 91 L. GLASS, 13/16" LAM IG ;1/811S,AIR SPACE, 7 /18" LAM, (3/16"HS,.090 PV8,3/18"HS) 92 M GLASS, 13/16" LAM 1G; 1/8 A, AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8"A) 47 FRAME, I.F. HEAD A #4071A, 6063-T8 FRAME, .F. LOW SILL #4072A, 8083-T8 FRAME .F. HIGH SILL 49 #40�, -TB Pc" Vittb %9 Better' PARTS LIST FRAME, I.F. JAMB #4074B, 6063-T6 (USED AS RADIUS TOP HEAD) ALUM. SINGLE HUNG WINDOW, IMPACT SHIM INTS dblet 6 d 11 osarR. 4040 -20 Robert L C2artt, P.E. PE 539712 Struchael 1.363 I O FLANGE FRAME HEAD #4002A, 6083 -T6 .082 O FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) —�{ 1.342 -.— Ili 16 21 FIXED MEETING RAIL #4054A.6083HD -TS® .062 3.448 2.830 I " 2.784 3 FLANGE FRAME SILL (LOW) #4003C, 6063-T6 2.330 _D I(49 � 1-1.481-4 OSASH STOP #4025, 6063 -T5 I__ 2278 7L1.707 .082 1+1 .738 040 17 SASH STOP COVER #4063,6083 -T6 ® I.F. FRAME 23 SASH TOP RAIL 28 SASH BOTTOM RAIL (LOW) #4006C,8063HS -T8 #4007,6063 -T5 2.946 69 FLANGE FRAME SILL (HIGH) #4060A, 6063-T8 grad* APWW FJC FJC Dar 11113A 7B 124/00 68 SASH BOTTOM RAIL (HIGH) #4051A, 8063-T5 SEALANT OR GASKET AT HEAD AND SILL SEALANT FRAMEA JOINT WELD ALONG SCREW BOSS (2) VIEW D -D VIEW E -E (14/ $ VIEW HEAD & SILL RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 1.0 i---iI 1.349 41 GLAZING BEAO, 5/16" _L #4039B, 6083 -T6 31 SASH SIDE RAIL #4008,6083 -T6 .060 .878 tow O GLAZING BEAD 7/16" #4222,5083 -T5 .050 1.115 45 GLAZING BEAD, 7/16" #9850,6063 -T5 (USED W/ GRILL KIT) .050 1.096 - -1-•—•-1 GLAZING BEAD, 5/16" #40448, 6063-T5 (USED W/ GRILL KIT) 678 ' 0501 GLAZING BEAD, 13/16" IG #4087, 8083-T5 Madam B R . A UPLb47EFR4AAECONNI R ASSEMBLY TO INCLUDE CF. AND UPGRADE ITEM 21 ALLOY. N O I A N O E THIS SHEET FJC 8/1/08 oheu.dax J.J. 1070 T * .00YORNE NOICO IB. FL34.Va P.O. SOX 161B NOKOMIS FL 34214 PST Vfslbly Bette. EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT aa.eeae SN700 Hoff sw7 of 11 Damaa4040 -20 B Robert L Clerk, P.E PE #39712 Structural ANCHOR SUBSTRATE: QUANTITIES ` FOR 1M FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 28.603 34.603 40.803 46.603 52.603 58.603 64.603 76.000 NOE c)03° - O NON6 �D 0 O 3 Np 0000 - 6 �O N6 - O NO 3 N6 003 rO N0 .6 00 - 6a ONg-fl 0 03 aON6 00 -6 WNDOW WDTTYPE GLASS 19.125 C,D,E,F,G, KAKI- KKAKI- 1 1.2 1 1,1 1 1 1 1 1 2 1 1:1 1 1;2 1 2;2 1 12 1 2:2 1 2 2 1 2 2 1 2 2 1 2'2 1 2 2 1 2 2 1 2.2 1 2.2 1 2:2 1 2 2 1 2.2 1 2.2 1 2 3 1 2 2 1 3,3 AB,M 1 121.11.11'21'', 1 1 1 1 11222122: 1 1 1 1 2222222222'22222222222222:2232 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - -233 1 24.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 1'2 1 1.2 1 1.2 1 1 2 1 2:2 1 1 2 1 2 2 1 2.2 1 2 2 1 2:2 1 2 2 1 212 1 2 2 1 2.3 1 22 1 2 2 1 2;3 1 212 1 2;3 1 3 3 1 2!2 1 3'3 AB,M 1 121112121;21; 1 1 1 1 1 2221222222. 1 1 1 1 1 222222222232 1 1 1 1 1 1 :22.22,32:22333223`:3 1 1 1 1 1 1 1 32.000 C,D,E,F,G, H,4J,K,L 1 1 2 1 1 2 1 2 2 1 2; 3 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 1 2 3 1 2.2 1 2.3 1 2.3 1 2 2 1 2 3 2 3: 3 1 2' 2 1 3 3 2 3 4 1 3 2 1 3 3 2 314 1 3 3 1 4'4 ABM 1 1 2 1 1 2 1 2.2 1 2 3 1 1:2 1 2.2 1 2-3 1 12 1 2.3 1 2 3 1 2 2 1 2 3 1 2,3 1 2 2 1 2'3 1 3 3 1 2 2 1 33 1 3 4 1 3,2 1 3 3 1 3 4 1 3 3 1 4 4 37000 C,D,E,F,G, H,I,J,K,L 1 2;2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2.3 2 2 3 1 2.2 2 2 3 2 2 3 1 2 3 2 2 3 2 3 4 1 2 3 2 3; 3 2 3 4 1 3 3 2 3.4 2 3 5 1 3 3 -2 4 4 ABM 1 2212222, 1 1 1 31223232;22. 1 1 2 1 1 32322232 2 1 2 2 ;3232334233.33;433343.53.344 1 2 2 1 2 2 1 2 2 1 2 40.000 PSF 79 C,D,E,F,G, H,4J,K,L 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 2.3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3, 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3' 3 2 3 4 2 4 5 2 3 3 2 4 4 2 2 AB,M 2 2 1.2 2 2 2 2' 2;3 2 2.2 2 2.3 2 2.3 2 2 2 2 2 3 2 2 3 2 2'3 2 2:3 2 2 4 2 2 3 2 3;3 2 3.4 2 2:3 2 3,4 2 3 5 2 3:3 2 3.4 2 4.5 2 3 3 2 4 4 2 2 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 3'2 2 2 2 2;3 2 2,3 2 2 2 2 3'3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3:3 2 3 4 2 2 3 2 3;4 2 3 5 2 3' 3 2 3.4 2 4 5 2 3 4 2 4,5 2 2 AB,M 2 2 222232.22`. 2 2 2' 2 32322332. 2 2 2 2 4233334233 2 2 2 2 2 ;33'4233;4353;3344.53445 2 2 2 2 2 2 2 2 2 222. 48.000 PSF 79 79 C,D,E,F,G, H,4J,K,L 2 2 2.2 2 2 2 3 2 2 . 2 2 2 : 3 2 3 4 2 2.3 2 3.3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3: 4 3 3 5 2 3.3 2 4 5 3 4 6 2 3, 4 2 5.5 -2-W 2 2 AB,M 2 2 2,2 2 2 2 : 3 2 2 2 2 2 3 2 3.4 2 2 3 2 3 1 3 2 3:4 2 2 3 2 3 4 2 3'4 2 2:3 2 3:4 2 3 , 5 2 3 3 2 3 ' 14 3 315 2 3 3 2 4 5 3 4,6 2 3 4 2 5 5 2 2 2 2 53.125 PSF 72 79 79 C,D,E,F,G, H,4J,K,L 2 2 2 2 2 2 2 2 , 2 2 2 3 2 3,4 2 2 3 2 3.4 2 3 4 2 2.3 2 3.4 3 3 ' 4 2 3 : 3 2 3 4 3 3 5 2 3;3 2 4 4 3 4 6 2 3.4 3 4 5 3 4 6 2 3 4 3 5 6 -21-2- 2 2 213 ABM 2 2 2•2 2 2 2 2;2 2 2.3 2 3'4 2 2,3 2 3:4 2 3 4 2 2 3 2 3;4 3 3i4 2 3;3 2 3,4 3 3.5 2 313 2 4.4 3 4;5 2 3;3 2 4:5 3 4.6 2 3;4 3 4;5 T2- 2 2 213 +k FJC FJC am Dsis rename Aft 124878 Rveekas abolskar B Ratter A ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -1/4' ELCO S34 CRETE -FLEX ® 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -1 8 1/2' MAX. FROM TOP CORNERS JAMBS - 171/2' MAX. FROM TOP CORNERS 15" MAX FROM BOTTOM CORNERS 8' MAX BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOW. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 213 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 3 REVISE ANCHORAGE TABLE AND No ADD DPMAX WISE ANCHOR WY IS RESTRICTED BY S awn FA 7/20808 NO CHANGE Mkt SHEET arc J.J. 7/1'807 1070 TECHNOLOGY DRIVE NOKOMI8, R. 94278 P.O. BOX 1928 NOKOMI8, Pl.342744 Pc �T Vtdbb Betmr ANCHORAGE SPACING 1/1 WINDOWS nk ALUM. SINGLE HUNG WINDOW, IMPACT ars'* NISI 8 11 J 4040 -20 ANCHOR SUBSTRATE,„ QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHOR TYPE:----__�- ❑ U U❑ U U ❑ U U ❑ U a ❑ U U ❑ U U ❑ U U ❑ U U WINDOW GLASS c4i0"'O `- OPNONO�ON$NO` -�N �'O�Oc�io�8 NO'"ONoNO_ONoNO''0 WIDTH TYPE S U 0 0 5 U 0 U 0 g".S1 U 0 U U 0 U U C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,I,J,K,L 1'1 1 1 1:1 2 2 2 1 2'2 2: 2 2.1 2.2 2 2 22 2:2 2'2 2:2 2: 2 2.2 2 2 2 2 3; 2 2.2 3:2 3 2 22 3.2 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 1 . 1 1H 2 2 2 1 2;2 2 2 2,1 2 2 2:2 2.2 2 2 2;2 2.2 2:2 2:2 2:2 2!2 3 :2 2 2 3.2 3:2 2;2 3:2 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 111 1 1 1 1 2 2 1 1 2,2 2i2 2 :2 2 2 2;2 2.2 2 2 2;2 2.2 3 2 3 2 2 2 3 2 3 2 2 2 3.2 3 2 2 2 3 2 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 . 1 2 2 1 , 1 2 2 2.2 2 2 2 2 2 2 2 2 2 2 2'2 2 2 3.2 3 2 2.2 3 2 3 2 2 :2.32 3 2 2 2 3i2 PSF 69 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32,000 H,I,J,K,L 1 1 1 1 . 1 111 2 , 2 2.2 2 : 2 2 3 2 2 2; 2 3 3 2 2 3:3 3, 3 3 2 3, 3 3•3 2 2 3 3 4 3 3 :2 4 3 4 3 3 2 4 3 ABM 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 111 1 1 111 2.2 2 2 2 2 2;3 2.2 2'2 3 3 2 2 3!3 3 3 3 2 33 3;3 2 2 3 3 4.3 3 2 4 3 4.3 3 2 4 3 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1. 2 2 1 2 2 1 37.000 H,I,J,K,L 1-11 1 1 1 1 1 2 1 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 , 3 4 3 3 2 4 3 4 4 3 2 4 3 A B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 11111112122.22. 223222, 33322333333433332334332434432 PSF 54 79 62 79 .43 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 111 111 111 212 2 2 2,2 2 3 2 2 3 3 3 3 2 2 3.3 4:3 3.3 4.3 3 3 33 4 3 4 4 3.3 4 3 4 4 3 3 5 3 ABM 2 2 2 2 2' 2 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 2 2 2 1 1 1 111 111 3 . 3 4 . 4 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 111 111 111 212 2 2 212 3: 3 2 2 3 3 3'4 2.3 3 3 4 4 3:3 4.3 4:4 3 3 4:3 4 4 3 3 4! 3 4 4 3 3 5 4 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 1- 11 111 212 2.2 212 3i3 2 2 3 3 3 4 213 3.3 4.4 3 3 4 3 4.4 3:3 4 3 4i4 3 3 4i3 4 4 3 3 574 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 -T-111 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 111 111 212 2!2 212 313 2.2 3i3 3 4 3 3 3':3 4;4 3 3 4:4 4:4 3:3 4;4 4:4 4'3 5 4 4.4 4!3 5:4 ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 111 1 1 1 1 1 1 212 2:2 2 1 - 2 . - 2 {2 3 3 3 14 3:3 3 1 3 414 3 3 414 4 4 3j3 4 4 4 4 4.3 5.4 4.4 4.3 54 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3- 3 2 3 3 2 3 3 2 3 53.125 H,LJ,K,L 111 1 1 1 1 1 1 2 J 1 2 2 2 2 313 3 3 3, 3 4 4 3, 3 4:4 4 4 3: 3 4'4 4-4 3 3 4 :4 5' 5 4 3 5 4 5 5 4 3 5:4 ABM 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 1 1 1 1.„0.111 212 2.2 212 313 3.3 3 1 3 4 4 3,3 4:4 4 4 3,3 4,4 4 4 3:3 4.4 5;4 4,3 5;4 54 4:3 5::4 FJC Rosos FJC Oka ANCHORAGE TABLE AND NOTES. 10701EQBipAOYDRIVE 11/1318 B ADD IPMAX WHERE AW -M QTY /8RESTWCIEDBYSM. Nd(ONS,FL 34275 arc 1/241$ Farts A ND CHANGE THIS SHEET row* FA 7/ZBfiB asas4: J.J. 3z3t07 P.O. BQX 1929 NOKOMIS, FL WA Visibly ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -114' ELCO SS4 CRETE -FLEX ® 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2° MAX. FROM TOP CORNERS JAMBS - 171/2' MAX. FROM TOP CORNERS 16* MAX. FROM BOTTOM CORNERS 8' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: MAX PSF (DP LIIITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 117 313 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL ./ -,cr.r 2 2 2 ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT e,mreat edc m.e BN,w I NTS 19 a 11 Llmolceb4040-20 we ANCHOR QUANTITIES SUBSTRATE: — ANCHOR TYPE: --->o ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.888 28211 33 .754 39288 44.839 50.382 55.925 o CV § S O 0 o 0 0 0 0 0 ONOaZ.-Oti0N0 0 0 3 0 0 0 0 o 0 0 0 ocni0 0 0 0 °Or•0coNOr- 0 0 0 0 0 0 0 0NOa0 0 0 $y 0 0 0 ,_0Noa0P0 0 0 * 0 0 0 0 WINDOW WIDTH GLASS TYPE a 0N0"-0c'i0N0,- 19.125 D,E F,J, XL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24000 D,E,F,J, XL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 2 D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32.000 XL 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 2 PSF 3 213 31213 79 41313 41314 41314 4 4 . 0 0 0 68 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 XL 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 PSF 79 79 2 1 2 79 2 79 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 XL 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 78 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 XL 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 PSF 71 78 83 71 79 64 74 68 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 8 3 3 4 4 4 5 4 5 8 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES SUBSTRATE - ANCHOR TYPE-' AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT ` 12.776 15.776 18.776 21.778 24.7778 27.776 30.776 31.108 o CV § S oo c4 o' pO o O N 3 N U QZo� po o OQ a i S O N p "- 8 21 V NO U 2e9¢0N2�2e90N `� O U e1 S o oa 7j 2_ U oai0 C� c� ' 0 N U 0N0 �f N O" Ci OO WINDOW 1MIDTH 19.125 1 1 1 2 1 22 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 21212 2 2 2 3 213 31213 31313 41313 41314 41314 4 4 . 0 0 0 68 78 2 1 2 1 2 2 2 2 3 213 31313 41313 41314 51314 51314 48.000 63 72 79 2 212 2 2 2 3 213 41313 41314 41314 51314 51314 53.125 73 58 �2 72 2 1 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -1/4` ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 181/2` MAX. FROM CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 8' MAX BELOW MTG. RAIL 15" MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM Ll VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5/8° MIN. TO 38" MAX jj TABLE WIDTH AND HEIGHT DIMENSION ARE FOR Al FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 8. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 2 4 A TABLE 8. KEY: MAX PSF (DP UNITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 n Dare raeolera Rader: twc taar: REVISE ANCHORAGE TAULE'AqNqCNOOTES. FJL 1111386 8 ADO OP MAX N11EEANCHOROTYISRESTmCTEDBYSISE EX 1/2488 A NO CHANGE 7765 SHEET Dam* Deft Car6a9x dfe F. K 7/21M15 J.✓. 252/0 7 101O TECHNOLOGY DRIVE NOKOMIS, FL 842.75 P.O. BOX 1818 NOKOM IS, FL 84274 PGT VSIM, Berner ANCHORAGE SPACING, CUSTOM VIEW aa, ALUM. SINGLE HUNG WINDOW, IMPACT 8 ARS are apsaptat 10 s 11 J 4040 -20 Rae B L qmk P.E. PE #38712 8buaUaal EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) ® CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE .1 (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) • OPTIONAL 1x WOOD BUCK (SEE NOTE 4) Rea I* FJC water F.K 1�er FJC •• .* 13/8" MIN., 1/4" TAPCON® 43/4" MIN., 1/4" CRETE -FLEX 1/4° MAX. SHIM aefer 11/134 Dobe 1 T 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE -TU1IIrn11111) ''l IjI 1 1/4° MIN. 1/4° MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1 & 3)A 3.35 KSI MIN. CONCRETE OR1.5 KSI MIN. CMU® lx BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® 1 3/8° 1/4° MAX. SHIM 1318°® MM. ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114° ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 1813/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" S84 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 °. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 5053 -T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING/ RAIL (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A 1/4" MAX. SHIM .131' DIA. MIN. x 2 1/2° NAIL AT CORNERS AND 5° O.C. w. B WOOD FRAME 1/4" MAX. SHIM DETAIL F, (HEAD) .131" DIA MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131' DIA MIN. x 2 1/2' NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE As 1/4° `MAX SHIM DETAIL G, (SILL) WOOD FRAME A Ode 8/1105 tfsrtep J.J. ADD 5VEGRAL FIN ANCtigIft•UPDATE REORDBR NOTES. ADD NOTES 7. UPDATE ADD NOT EBRE FLAT HEAD ANCHOR4. a° 23107 1070 TECHNOLOGY ORME NOKOMIS, FL 34220 P.O. BOX 1829 IKKOMI , PL 34274 Visibly Barter ANCHORAGE DETAILS 7We ALUM. SINGLE HUNG WINDOW, IMPACT SHOW Ns &WCd 11 Wsivtle 4040 -20 J B /77' MIAMFDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www .miaauldade.eov/builddinecode 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 1VIiami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08 /10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant 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 NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Mum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Per Product Control 5, 1, ; NOA No 07-071. 09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18 /2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12/21 /2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16' LAMI CONSISTING OF (2) LJ1ES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER B. 5118° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS OATH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7118° LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 7118" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16' LAMI 10: (1) LITE OF 1/8' OR 3/18' ANNEALED (MIN.) GLASS, 5H6" OR 3/8' AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI IG: (1) LITE OF 1/8' OR 3/18' ANNEALED (MIN.) GLASS, 5/18° OR 3/8' AIR SPACE AND 5/16° LAMI CONSISTING OF (1) UTE OF 1/8• ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16' LAMI 1G: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18' LAMI 10: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16' OR 114' AIR SPACE AND 7/16° LAM CONSISTING OF (2) UTES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16' LAM IG: (1) LITE OF 1/8° OR 3/18' ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 718' LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L 13/16' LAM 10: (1) LITE OF 1/8° OR 3/16' ANNEALED (MN.) GLASS, 3/16' OR 1/4' AIR SPACE AND 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: cis XO• XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TAMES ASTM E 1300 -02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL ,8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CLIRREKTEDRIQN4KMILTING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). kamler FK. 4/15/07 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 Ra.mrme C ADD FTL -5330 TO NOTES 7& CHG. NOTE 8 TO CURRENT EDIT. Asa By F.K bam: 10/17/08 CHANGE TO ASTM E 1300-02 rmaaer- F.K. F.K. Ilebt 5/13/08 paw 06 A J.J. ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE & NOTE 8. 3/13/08 1070 TECHNOLOGY DRIVE NO<OMIS, FL 34271 P.O. .0X1828 NOKOMIS, FL 34274 Visibly Better GENERAL Alb'TES -, 14k ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SenerNetlet HR710 NTS —t 1 of 11 rbalgeio.4127 - -10 PRODUCT RHYMED as complying with the Florida E ✓ldg coda Acc iancsNoO ' 0 s Eapir47ion Dote t 7 "- L CN,1c, P.E PE #39712 3Inxturel 1/2" NOM. GLASS BITE 1/2° NOM. GLASS BITE 118' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1(8° ANNEALED OR HEAT STRENGTHENED GLASS 5/18° NOM. 5116" LAMINATED GLASS \f 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16` LAMINATED 7/16" LAMINATED GLASS aEXTERIOR INTERIOR E> (ALL SECTIONS) 1/2" NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/16° OR 3/8° AIR SPACE 1/8° OR 3/16" ANNEALED (MIN.) GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 5/16° LAMI 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/16° OR 114° AIR SPACE 1/8' or 3/16° ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI PRODUCT REVISED ae compiling with the Florida Bciiding Code AcceptcereNo 0 Expiation Date Reber F.K Da 4/15/07 NO CHANGE THIS SHEET Ream ar F.K. Weir 1047116 Rertsfam NO CHANGE THIS SHEET Ramer F.K. mow 5113/06 A ADD AIR SPACE DIM. TO LAMI 10 DETAILS owner F.K. nsex 2/26/00 Crmeder J.J. 9123/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. SOX 1629 NOKOMIS, FL 34274 P Vistb1y Better Desetrtlar GLAZING DETAILS Tat ALUM. HORIZONTAL ROLLER WINDOW, IMPACT S°r"Sxu HR710 Scas Full 2 11 4127 - -10 Ro t L Clark, P.E. PE 438712 Structural TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +50.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 98" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J, K, L +75.0 -76.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 83" TO 86 7/16" A,B,C, G, H, I +60.0 -60.0 TO 88 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 PI =^- `" --:vista B:M:.,v:::: with uem ■ ec • 3 c N AcmFtmccc Nu o7-0815.09 • lotion Date Y3,CdlE' -, / 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 - +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 - 68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 75.0 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX& XO) AND FTL -5330 Br , . i f ' . _ :,,,.11;rc ,. Produ A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1 /8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (118 "A, .090,1/8 "HS) L 13/16" LAMI IG -118" OR 3/16"A, 5/16" OR 3 /8" AIR SPACE, 5/16" LAMI - (1 /8"HS, .090,1 /8"HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16° LAMI IG -1/8" OR 3/16"A, 3/18" OR 1/4" SPACE, 7/15" LAMI - (3/16"A, .090, 3/16"HS) L. 13/16" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/15" LAMI - (3/16"HS, .090, 3/16 "HS) 11 Robert L. Clerk, P PE #39712 Structural Rem F.K. 5, 4/16/07 R"o"5= C ADD INTEGRAL RN OPTION& UPDATE ASTME 1300 -02DPs 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 �,► -1- - o DESIGN PRESSURES FK 10/17/08 RO 5= 8 REVISE DP TABLES TO ASTM E 1300-02 - '� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT "'"dB' PK ° 6 / 1 3 / % 8 "°" A ADD A I R S P A C E D I M E N S I O N GLASS TYPES 0 T H R U L. o"ms,: F.K. n.m: ?/28!06 pstedey J.d. 3(23/08 I visibly Better sw:.v� HR710 s,•.� NTS 5= 3 d 11 "6 4127 -10 C 27 3/8° �+— MAX DLO J VENT B 54 5/16' MAX. DLO FIXED —►{ B 110° MAX. WIDTH I.F. FRAME 111° MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 33 DLO FIXED ED 33 9/16° VENT DLO VENT A 573/8" MAX DLO ALL FIXED LITES O 58° MAX DLO ALL VENTS 82' MAX I.F. FRAME ALL CONFIG. 0 63° MAX FLANGE FRAME ALL CONFIG. �© C 73° MAX. WIDTH I.F. FRAME 74° MAX WIDTH FLANGE FRAME DETAIL A - OX OR XO B 27 3/8' MAX. DLO VENT 27 3/8° —a— MAX. DLO FIXED I D X 0 X f-86 85 7/18" MAX WIDTH I.F. FRAME --1 7/16' MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1..SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL grin I.F. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) PC 3'?' 4"!' REVISED • wH6dm Florida Oit 0: S. oq • • nation Datc_�Tl3l£O / ado act Revffiar. F.K Dann 4/15/07 ADD INTEGRAL FIN FRAME MAX DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. B. Stood Br F.K nrr 10/17176 RovHlmer Rolston. El NO CHANGE THIS SHEET Fonder. F.K. 513/06 A NO CHANGE THIS SHEET Bass®1Br F.K 2118/06 arn®eBr J.J. Donn 313/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1829 NOKOMIS. FL 34274 Visibly Better OssabIbt ELEVA77ONS TOW ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Said Sbdet HR710 L NTS 4 m 11 4127 -10 g/ 7 f/7 Clark, P.E. PE 839712 Structural INTERIOR EXTERIOR I -- MAX. FIXED DLO ---) MAX. WIDTH (FLANGE FRAME)© SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGFRAME) MAX. HEIGHT FLANGE FRAME INTERIOR i�- MAX. FIXED DLO —+- MAX. VENT DLO MAX. WIDTH (LF. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) EXTERIOR Raw ay FJC Rod By F.K Read 9y. FJC omn ey F.K W SECTION C-C (VERTICAL SECTION, FLANGE FRAME) Data 4/I8/07 Reitislonsc 10/17/06 Data 0113/06 228/06 8 ReWbea A A SILL INTERIOR (VERTICAL SECTION, I.F. FRAME) Q FRODUGT REVISED as cor say Ias with the Florida Lni:'i: Code Ac^ y 3 oca No Date ADD INTEGRAL FIN FRAME REVS 41, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE THIS SHEET Ogdmday J.J. 3123/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1628 NOKOMIS, FL 34274 PGT Visibly Better HEAD (VERTICAL SECTION, I.F. FRAME)© SECTIONS raw ALUM. HORIZONTAL ROLLER WINDOW, IMPACT X710 [Snake Half 16 m 11 1 4127 - -10 I C /7//1 �� 0/7 Robert L. Clark, P.E. PE 538712 S6uctonal 4067 GLASS 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 41 42 43 50 51 52 53 54 55 56 59 60 61 62 63 64 65 B' RsatttlAn F.K P.K. DW(# 4102 4025 4053 4136 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 4105 1683 225-1 226 4128 4006 1235 1096 1016 4126 1683 7070 4139 4140 4141 1224 1225 4039 4044 4222 985 a DESCRIPTION FLANGEFRAME HEAD SASH STOP MD.) (ANTI LIFT CLIP) #8 X 3/4 PH. PAN HEAD SASH STOP COVER (SASH STOP) FLANGE FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB 6063 -T6 AL GASKET FOR MAIN FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR 6063 -T5 AL FIXED MMEETTI NGRAIL 6063HD -T6 AL WSTP,.187 X 230, FIN SEAL SASH TOP & BOTTOM RAIL 6063 -T5 AL WSTP.,.250 X .270 BACK, FIN SEAL ROLLER HOUSING& GUIDE BRASS ROLLER WHEELS MATL 6063 -T6 AL 6063 -T5 AL PGT# 612237 612244 7834AA 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL POLYPROP. BRASS HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. SASH MEETINGRAIL 6063HS -T6 AL WSTP,.170 X 270 BACK, FIN SEAL SWEEP LATCH DIE-CAST #8X.625 PH. FLSMS SASH SIDE RAIL 6063 -T5 AL WSTP.,.250 X 270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X 275 LIFT RAIL COVER CAP I.F. FRAMEHEAD 6063 -T6 AL I.F. FRAME SILL 6063 -T6 AL I.F. FRAMEJAMB 6063 -T6 AL GAZING SILICONE, DOW 899, 995 OR EQUIVALENT VINYL GLAZING BEAD BULB (THICK) VINYL GAZING BEAD BULB (THIN) GLAZINGBEAD - 5/16" 6063 -T5 AL GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL GLAZING BEAD - 7/16" 6063 -T5 AL GLAZFNGBEAD - 7/16" W /GRlLK1T 6063 -T5 AL GLAZINGBEAD - 13/16" 6063 -T5 AL 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 5/16" LAME (1/8" A, .090 PVB, 1/8" HS) 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAME (3/16" A, .090 PV13, 3/16" HS) 7/16" LAME 3/16" HS, .090 PVB, 3/16" 64136 64137 64131 71298 7PAD1626 612225 74134W/K 78IPQA 64110G 64054A 640660 612240 61683G 4211211D 7BRWHE2 44128N 64006 67S16G 71096 7858 64126 61683G 67070K 74078 "C" LORR 64139 64140 64141 6TP247W,K 6TP248K 64039B 644703 64222 6985 64067 ICFM DW(# REVI DESCRIPTION I MAIL 1 PGIII 66 GLASS, 13/16" IAMI IGd /8 "A, 3/8"AIR SPACE, 5/16" LAME (1/8 "A, .090 PVB, I /8"A) 67 " , 13/16" LAMI IG-1/8"A, 3/8" AIRSPACE, 5/16" LAME (1 /8 "A, .090 PVB,1/8"HS) 68 13/16" IAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 69 13/16" LAMI IG- 3/16 "A, 5/16" AIRSPACE, 5/16" IAMI (1 /8 "A, .090 PVB, 1 /8 "A) 70 " 13/16" LAME IG- 3/16"A, 5/16" AIR SPACE, 5/16" IAMI (1/8 "A, .090 PV13,1 /8"HS) 71 " 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8 "HS) 72 " 13/16" LA MI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3 /16"A,.090 PVB, 3/16 "A) 73 13/16" LAMI IG•U8 "A,1 /4" AIR SPACE, 7/16" LAMI (3116"A, .090 PVB, 3/16 "HS) 74 13/16" IAMI IG•1/8 "A,1 /4" AIR SPACE; 7/16" LAME (3 /16 "1S, .090PVB, 3 /16"HS) 75 " 13/16" LAMI IG•3 /16"A, 3/16" AIR SPACE, 7/16" LAME (3/16 "A, .090 PVB, 3 /16"A) 76 " 13/16" LAME IG3/16 "A, 3/16" AIR SPACE, 7/16" IAMI (3/16"A, .090 PVB, 3/16"HS) 77 " 13/16" IAMI IG- 3/16"A, 3/16" AIR SPACE, 7/16" TAME (3/16"HS, .090 3105 -H14 AL PVB, 3/16"HS) 90 1014 SCREEN FRAME(HOR & VER.) 91 1630 SCREEN CORNFRKEY WRINGS POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPIUNE -.135 DIA. FOAM EM PVC 45 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCREEN CLOTH OA#4139, 8063-T6 I.F. FRAME HEAD 2.784 .082 I 1.988 O43 I.F. FRAME JAMB © #4141,6083 -T6 4/15107 bale 10/17/08 C ADD ITEMS 41, 42543 5/13/08 Otrtx 2/28/48 S A ADD SPACE DIMENSIONS ITEMS 68 THRU 77. 45444475- bete J.J. 323/06 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 PARTS LIST 3.162 2.710 42 .F. FRAME SILL cd #4140,6063 -T6 Vi ibly Better ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s avwaet aa" Mat 9 HR719 NTS 6 - 11 4127-10 C PRODUCT REVISED es complying with the Florida Building Code No et Expiration Rend By F.K is -O sr F.IC RearlBF r is F.K + .062 1.3173 .f� 2.710 { 0 FLANGE FRAME HEAD #4102A,6063 -T6 .490 ll -Il �- 1.451 O SASH STOP #4025,8063 -T5 1.349- 21 SASH TOP & BOTTOM RAIL #4133, 6083-T5 1.183 .050 1.098—k-4-1T O � GLAZING BEAD, 5/16" J #4044B, 6083-T5 (USED WI GRILL KIT) Deir 4/ 4/15/07 Revisions: C 11,22 .06 6 FLANGE FRAME SILL #4138, 8083-T6 O HORIZ. ROLLER TRACK #4131,808378 79 .062 — 1.081 {- 32 SASH MTG. RAIL #4006D, 6083HS-T8 1.187 .678 1.096 4444SSSSI '" «II��LI T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 52 O FRAME SILL ADAPTER #4137,8063 -T6 17 FIXED MEETING RAIL #4054B, 8083RD T8 1+-1291.4 37 SASH SIDE RAIL #4128,6083 -T5 .050 1.115 1 T O GLAZING BEAD, 7/16" #985C, 6083-T5 (USED W/ GRILL KIT) 1.513 -►I x.040 'I 738 1.443 -� O SASH STOP COVER #4053,6063 -T5 1.383 13 FLANGE FRAME JAMB #4002A, 6083-T6 I - 2.784 .678 1.098 - �-- -►I 0 GLAZING BEAD, 5/16" #4039B, 6083-T5 83 . 1.097 59 GLAZING BEAD, 13/16" #4087.606375 PRODUCTREVISFD es complying with the Florida Building Code Acceptant" No O Expiration Dam NO CHANGE THIS SHEET Duke 10/17 /08 NO CHANGE THIS SHEET mis 5/13105 Oft 7128/08 Revisions: A NO CHANGE THIS SHEET CsIN e, J.J. Date 3/23/08 1170 TECHNOLOGY DRIVE NO<OW8, FL 34275 P.O BOX 1524 NOKOI.48, FL 34274 Pi cT EXTRUSIONS Visibly Better reer ALUM. HORIZONTAL ROLLER WINDOW, IMPACT soax an. 7 m 11 HR7/0 Half Owering Pia 4127 -10 ane C x/70/7 Robert L. Clark, P.E PE 039712 Structural ANCHOR QUANTITIES, XOX (1/41/2 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L ANCHOR TYPE, 2,3, WOOD 2 CONC 1, CONC 23, WOOD 1- 2 CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W Y H HEAD & SILL 2 HEAD & SILL > m 2 HEAD & SILL > m 2 HEAD & SILL 2 a, 4 HEAD & SILL m 2 HEAD & SILL ,<, m 2. GLASS TYPES: 2 A. 5/16' LAMI - (1/8' A,.090,1/8° A) < B. 5116° LAMI - (1/8'A.090,118° HS) 63125x38.375 1 +C2 +1 +C2 +1 2 1+C2+1+C2+1 2 1 +C2+1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C. 5118" LAMI - (1/8' HS,.0S0, 1/8' HS) p. 7 /18° LAMI - (3116° A,.090, 3/16° A) 4&000 1 +C2 +1+C2+1 3 1 +C2+1 +C2 +1 3 1 +C2+1+C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 E. 7/18 " LAMI - (3/16'A,.090,3/18' HS) 60.625 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 F. 7/16' LAMI - (3/15' HS,.090, 3116° HS) G. 13/16° LAMI 10 - 1/8° OR 3/16° A, 5/16' 54.000 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 'I +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +C2+1 OR 318° SPACE, 5/16° LAMI - (118" A,.090, 1/8" A) 3 H. 13/16° LAMI IG - 1/8° OR 3/16" A, 5118° OR 3/8° SPACE, 5/16° LAMI - (1/8° A,.090, 1/8° HS) BO 100 1 +C2+1 +C2 +1 3 1 +CZ+1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1+C2+1+C2+1 3 1 +(2 +1 +C1 +1 3 I. 13/16° LAMI IG -118° OR 3116° A, 5/16° OR 3/8" SPACE, 6/16° LAMI - (1/8° HS,.090,1/8' HS) J. 13/16° LAMI IG OR 3/16° 63.000 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3+1 +q+1 -1/8' A, 3/16° OR 1/4° SPACE, 7/18° LAMI - (3/16° A,.090, 3/18° A) 3 K. 13116' LAMI IG - 1/8° OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16° A,.CNO, 3/18' HS) 60.000x 38.375 1 +C2+1 +C2+1 2 1+C2+1+C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2+1+C2 +1 2 1 +C2 +1+C2 +1 2 1 +C2 +2+(2+1 2 L 13/18" LAMI IG -118° OR 3/18° A 3/18° OR 1/4' SPACE, 7118° LAMI - (3/18" /15,.090, 3118° HS) 48.000 1+C2 +1 +C2+1 3 1+C2+1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.825 1+C2+1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2 +2 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE 64.000 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2*C2+1 3 HEAD & SILL 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 50.000 1+C2 +1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +(2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +(2+1 +2++1 3 t +q q 3 25 3/4" MAX. FROM CORNERS. JAMBS: 9° MAX FROM 83.000 1 +C2+1 +C2 +1 3 1 +C2+1 +(2 +1 3 1+C2+1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2+1+C2+1 3 1 +C3 +2 +C3 +1 CORNERS AND 2212° MAX O.C. 3 TABLE KEY. 74.000 x 38.375 1 +C2 +2 +C2 +1 21+!2+1 +C2+1 2 1 +C2+2+C2 +1 2 1+C2 +2 +C2 +1 2 1+C2 +2+C2 +1 2 1 +C2 +2+C2+1 2 X O X 48.000 1 +C2 +2 +C2 +1 3 1 +C2+1 +C2+1 3 1+C2+2+C2+1 C 3 1+C2+2+C2+1 3 1 +(2+2+12+1 3 1 +C2 +2 +L2 +1 I1 +C3+j4+C3 +1 J 3 -- 3 ANCHOR QUANTITY PER JAMB 50.625 1 +C2+2+C2 +1 3 1 +C2+1+C2+1 3 1 +C2 +2 +C2+1 3 1+C2+2+C2+1 3 1 +C2+2 +C2 +1 3 1 +C2+2+C2+1 3 I HEAD AND SILL ANCHOR QUANTITY. 54.000 1 +(2 +2+(2+1 3 1 +(2 +1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1 +C3+2+C3+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) 60.000 1 +(2+2+C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1 +(2+2+C2+1 3 1 +C3+2+C3+1 3 83.000 1 +C2 +2+C2 +1 3 1+C2 +1+02+1 3 1 +C3+2+C3+1 3 1 +C3+2 +q+1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +q+.1 3 84.000 x 38.375 1+C2 +2+C2 +1 2 1 +C2+2 +C2+1 2 1 +C2 +2+C2+1 2 1 +C2 +2 +C2 +1 2 1 +C2+2 +C2 +1 2 1 +C2 +3+C2 +1 2 48.000 1 +C2 +2 +C2 +1 3 1+C2+2 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+3+q+1 3 50.826 1 +C2 +2 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +C2+2 +C2+1 3 1 +C2 +2+C2 +1 3 1+C2+2+C2+1 3 1 +C3+3+C3+1 3 54.000 1 +C2 +2 +C2 +1 3 1+C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2+(2+1 3 1 +C2 +2+C2 +1 3 1 +C4 +3+04 +1 3 Iy -1 I 25 314 "max. '�`i i'3 °MIN" iil 1 i 80.0 11 +C2+2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3+1 3 1 +q+2 +q+1 3 1 +C2 +2 +C2 +1 3 1+C4 +3+C4 +1 3 - -`r rnoln!c r rsvlSED as tcrepi::r with the Florida ;c•;t ceNo 0..�:._ .09 Exp mt m I7at4 ��nE "w a7 .� .ede • �.,, .� 83.000 1 +C2+2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+C3+2+C3+1 3 1 +C3+2 +C3+1 3 1 +C2 +2+(2 +1 3 1 +C4 +3+C4+1 3 9' REF X 1 1 1►1 O 1 X 106.375x 38.375 1 +C2 +2+C2 +1 2 1 +C2 +2+C2+1 2 1 +C2 +3+C2 +1 2 1 +C2 +3+C2 +1 2 1 +C2 +3+C2+1 2 1 +C2 +4 +C2 +1 2 48.000 1 +C2+3+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+3 +q+ 1 3 1 +q+3+q+1 3 1+C2+3+C2+1 3 1 +C3 +4+q+1 3 MTG. RAIL, TYP.- W/ QTY. OF (3) ANCHORS 60.626 1 +C2+3+C2 +1 3 1+C2+2+C2+1 3 1 +C3+3+C3+1 3 1 +C3+3+q+1 3 1 +C3+3+C3+1 3 1 +C3+4+C3+1 3 EXAMPLE CLUSTER 64.000 1+q+3+q+1 3 1 +C2 +2 +C2 +1 3 1 +C3+3+C3+1 3 1 +C3+3+03+1 3 1 +C3+3+C3+1 3 1 +C4+4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) MAX. 80.0)0 1 +C3+3+C3+1 3 1 +(2+2+02 +1 3 1 +C4+3+C4 +1 3 1 +C4 +3+C4 +1 4 1 +C3+3+03+1 3 1 +C4+4+C4+1 3 63.000 1 +q+3 +q+1 3 1 +C2 +2 +C2 +1 3 1+(4+3 +C4 +1 3 1 +C4 +3+C4+1 4 1 +04 +3+(4+1 3 1 +C5+4 +05+1 3 3/4' 25X 111.000x 38.375 1 +C2 +3+C2+1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3+C2+1 2 1 +C2+3+C2 +1 3 1 +C2 +3+C2+1 2 1+C2 +4 +C2 +1 2 -# 112° TYP. 1+-3' 48.000 1 +C2 +3+C2 +1 3 1 +C2+2 +C2 +1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1 +(2+3+(2+1 3 1+03+4+C3+1 MIN. 3 -1 1 1 1 1 t / 1 ISIS 0 t � /d O Robert L Clerk, P.E. PE 839712 Structural 50.625 1 +C2+3+C2 +1 3 1+C2+2+C2+1 3 1 +C3+3+C3+1 3 1 +C3+3+C3+1 3 1 +C3+3+C3+1 3 1 +C3+4+C3+1 9' REF. 3 X - X 64.000 1 +C3+3+C3+1 3 1 +C2+2 +C2 +1 3 1+C3+3+C3+1 3 1 +C3+3+C3+1 3 1 +C3+3+03+1 3 1 +C4 +4+C4+1 3 80.000 1 +C3+3+C3+1 3 1 +C2 +2+C2 +1 3 1 +C4+3+C4 +1 3 1 +C4+3+04+1 4 1 +C3+3+C3+1 3 1 +C4 +4 +C4+1 3 MTG. RAIL, TYP. 63.000 1 +C3+3+C3+1 3 1 +(2+2 +C2 +1 3 1 +C4+3 +C4+1 3 1 +C4+3+C4+1 4 1 +C4 +3 +C4 +1 3 1 +C5+4+C5+1 W/ 4 EXAMPLE CLUSTER QTY. OF (4) ANCHORS Rand Br F.K Dela 4/16/07 Redder C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ ,a7orechNatx +rot+lvE NOKIJIAI6, FL 34215 P.O. BOX 16213 NOKOMIS, FL 34274 Deseridos ANCHORAGE SPACING, XOX (1/4- /2 -1/4) Readily. F.K. "°" 10/17/08 8 REVISE ANCHORAGE FORMAT, HEAD & SILL Render F.K. o� 6/13/08 A CLUSTERS ADD SPACE MENSIONS GLASS G THRU L ra" ALUM. HORIZONTAL ROLLER WINDOW, IMPACT dasnay F. 226/08 amamda» J.J. oam: I 3/29/06 Visibly Better 111,7710 amt NTS amc 8 0 11 mawrm 4127 -10 a«: C ANCHOR QUANTITIES, XOX (1/34/3413) WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - 412 STEEL SCREWS (G5) ANCHOR TYPE) & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F, ,J,K, L Z3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, 7.ONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W r H HEAD & SILL co 2 HEAD & SILL t , HEAD & SILL 0e HEAD & SILL 2 HEAD & SILL a -a 2 HEAD & SILL , 00 2. GLASS TYPES: A. 5/16° LAMI - (1/8" A,.090,1/8° A) B. 5/16' LAMI - (1/8' A,.090, 1/8° HS) 48.(00x 38.375 48.000 50.825 54.000 80.000 83.000 1 +C2 +1 +C2 +1 2 1 +C2+1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 C.5 /18' LAMI -(1/8" HS,.090, 1/8° HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +02 +1 3 E. 7/16 LAMI- (3/16 A,.090,3116° A) E. 7/18° ° LAMI - (3/16° ° A,.090, 3116° HS) 1+02 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1+02+1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +02 +1 3 F. 7116 ° LAM! - (3116° HS,.090,3/16 "HS) 1 +C2 +1 +C2 +1 3 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 G. 13/16' LAMI IG - 1/8° OR 3/16° A, 5/16' OR 3B° SPACE, 5/16° LAMI - (1/8° A,.090,1/8' A) 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2+1 +C2 +1 3 1+C2 +1+C2 +1 3 1+02 +1 +02+1 3 1 +C2 +1 +02+1 3 H.13116° LAMI IG -118° OR 3/16° A, 5/16° OR 3/8° SPACE, 5118° LAMI - (118° A,.090,1/8° HS) I. 13116' LAMI 13 OR 3/18° A, OR SPACE, 1+02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02+1+02+1 3 1 +CZ +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +03+1 +03+1 -1/8' 5/18' 318° 5/16' LAMI - (1/8' HS,.090, 1/8° HS) 3 J.13/16' LAMI IG -1/8° OR 3116' A, 3/16° OR 1/4° SPACE, 7118° LAMI - (3/16" A,.090, 3/16° A) 53.125 x 38.375 48.000 50.825 54.000 80.000 83.000 1 +02 +1 +02 +1 2 1 +C2 +1 +02+1 2 1 +02 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 K. 13/16' LAMI IG - 1/8° OR 3/16° A, 3/18° OR 1/4° SPACE, 7/16° LAMI - (3/16" A,.090, 3/16° HS) 1 +02+1 +02 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 L. 13/16° LAM! 1G -1/8" OR 3/16" A, 3/16" OR 1/4° SPACE, 7/16° LAMI - (3116" HS,.090, 3/16' HS) 1 +C2 +1 +(2+1 3 1 +02+1 +C2+1 3 1+02 +1 +02 +1 3 1 +02 +1 +0+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1+02+1 +02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1+02 +1 3 1 +03 +1 +03+1 3 1 +C2 +1 +02 +1 3 1 +02 +1+02+1 3 1+C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C3 1 +03+1 3 HEAD & SILL: 1012' MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 48.000 50.825 54.000 80.000 83.000 1 +C2 +1 +C2 +1 2 1 +02 +1+02 +1 2 1+02 +1 +02 +1 2 1+02+1+02 +1 2 1 +02 +1 +02 +1 2 1+02 +1 +02+1 2 25 3!4° MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 2212° MAX. O.C. 1 +02 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +(2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 TABLE KEY: 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1+02 +1 +02+1 3 1 +C2 +1 +C2+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 X O X 1+C2 +1 +C2 +1 3 1 +(2+1 +C2 +1 3 1 +02 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +03+1 +C3+1 3 I1+C3+1 +C3 +1 t 3 I-..- ANCHOR QUANTITY PER JAMB 1 +02 +1+02+1 3 1+02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +C3+1 +C3+1 3 1 HEAD AND SILL ANCHOR QUANTITIES 1+02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +02 +1 +C2 +1 3 1+03+1+03+1 3 88.000 x 38.375 48.000 50.625 54.000 80.000 83.000 1 +C2 +1 +C2 +1 2 1 +02 +1+02+1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 1+02+1 +02 +1 2 1 +02 +1 +02 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) - 1 F-° MAX r 125 314 3' MIN. 1 1 +02 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +02+1 3 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1+02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02+1 3 1+03+1 +03+1 3 1 +02+1 +02 +1 3 1 +C2 +1 +02 +1 02 3 1+02+1+02+1 3 1+02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2+1 3 1 +03+1 +q +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1+02 +1+02 +1 3 1 +02 +1+02+1 3 1 +03+1 +03 +1 3 1 +03+1 +03+1 3 1 +02+1+02+1 3 1 +03+1 +03+1 3 74.000 x 38.375 48.000 50.825 54.000 80.000 83.000 1+02 +1 +02 +1 2 1 +02 +1+02 +1 2 1 +02 +1 +02 +1 2 1+02+1 +02 +1 2 1+02 +1 +02 +1 2 1 +02+1+02 +1 2 1 +02 +1 +02 +1 1 +02 +1 +02+1 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02. +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +03 +1 +03 +1 3 1 +03+1+03 +1 3 1 +03+1 +03+1 3 P. ^RO�tr`T1tE�+tSID as camniyicg with Eta Flotide Buildtag Cods B S"o9 3 9' REF. 3 111 r X l 111 O 1 X _' 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1+03+1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 - ` 1+02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +03+1 +03+1 3 1 +03+1 +q +1 3 1 +02+1 +C2 +1 3 1 +03+1 +03+1 3 W/ QTY. OF (3) ANCHORS 84.000x 38.375 48.000 60.826 54,000 80.000 83.000 1 +02 +1+02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +(2+1 3 1 +0211 +02 +1 2 1 +02 +1 +02+1 MTG. RAIL, 2 TYP.- CLUSTER 1 +t2 +1+02 +1 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +02 +1 3 1 +C2 +1 +(2 +1 3 1 +03+1 +q +1 3 1 +q +1 +03+1 3 EXAMPLE AcceptatucNo6` 3 (SHOWN IN TABLE KEY MAX ABOVE) ��it e// t :::. Dado PratuG 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1+03+1 3 1 +03+1 +q+1 3 1 +020.1 +C2 +1 3 1 +03+1 +q +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C3+1 +03+1 3 1 +03+1 +q +1 4 1 +03+1 +03+1 3 1 +03+1 +03+1 3 25 3/4° 1+03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1 +04 +1 +04+1 4 I �-'I 12" TYP. 1+-3° 88.437 x 38.375 48.000 50.825 54.000 80.000 83.000 1 +C2 +1 +02+1 2 1 +C2 +1 +02+1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 -� f 2 -1 1111 MIN dfo d7 / - Robert L Clark, P.E. PE tKi8712 Structural 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +03+1 +03+1 3 9" REF. _ x i li o I X 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 -� 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+03+1 +q +1 3 1 +03+1 +03+1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +(2 +1 +C2 +1 3 1 +03+1+03+1 3 1 +03+1 +p +1 4 1+03+1 +03+1 3 1 +C4 +1 +04+1 4 MTG. RAIL, TYP.- 1 +03+1 +03+1 3 1 +C2 +1 +02+1 3 1 +03+1 +03+1 3 1+03 +1 +03+1 4 1 +03+1 +03+1 3 1 +04 +1 +C4 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Wadi* Frc D 4/15/07 Re ...Islam C uaDA7Eraete�s ¢ECrvACUESDUEroamcHORCavaDJ. . 070 NOKOMIS, FL 4275 DRIVE t�KOA93, FL 37276 P.C. BOX 1529 NOKOMIS, FL 34274 r� t ANCHORAGE SPAC /NC,XOX (1 /3- 1/3 -1/3) rm,ma,: F.K. 10717/(18 rte mre� 8 REVISEANCHORAC,EFORMAT, HEAD II SILL CLUSTERS '� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 'mar F.K. Ws: 5/13/06 "° A ADD SPACE DIMENSIONS GLASS TYPES O rHRU L Damn Sr F.K. tam 2/2&/06 egr. J.J. one 323106 I Visibly Beater HR710 NTS 9 d 11 °i�°a` 4127 -10 me C ANCHOR QUANTRIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (06) 2. GLASS TYPES: A. 5/16° LAN - (1 /8' A,.090,1/8" A) 8.6/16' LAMI - (1/8" A .x.1/8" HS) C. 5/16' LAMI - (1/8°1-15,090, V8" HS) D. 7/16° LAMI - (3/16° A,.090, 3/16° A) E. 7118° LAMI - (3/16° A,.090, 3116° HS) F. 7/16' LAMI - (3116° HS,.090, 3116° HS) G. 13/16° LAM! 10 -1/8' OR 3116° A, 5116" OR 3/8' SPACE, 5/16° LAMI - (1/8" A,.090, 1/8° A) H. 13/16° LAMI IG - 1/8° OR 3/16' A, 5/16' OR 3/8' SPACE, 5/16° LAMI - (1/8' A,.090, 1/8' HS) I. 13/16° LAMI IG - 118° OR 3/16° A, 5/18" OR 3/8' SPACE, 5/16' LAMI - (1/8° HS,.090,1/8" HS) J.13/16" LAMI IG -1/8° OR 3/16° A, 3/16" OR 1/4" SPACE, 7/16° LAMI - (3/16" A,.090, 3/16° A) K.13/16" LAMI IG -118° OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16° A,.090, 3/16' HS) L 13/16" LAMI 10 -116° OR 3/16' A, 3/16° OR 1/4" SPACE, 7/18° LAMI - (3/16' HS,.090, 3116' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 1012" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4' MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 2212" MAX. O.C. TABLE KEY: ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W H co as m g IA co `S �D 2 0 � y I a6 m g O= Ui y I 06 m 2 O w(0 I °6 m 2 w y _ e6 m 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2+1 2 1 +C2 +1 2 1 +C2 +1 Z 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1+C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 1 +03 +1 3 1 +C2 +1 3 1 +C3+1 3 1+C3 +1 3 1 +C2 +1 3 1 +03 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 O X 12 +C3+2 1 3 F.-ANCHOR QUANTITY PER JAMB 1 +C2 +1 3 1 +02 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +02 +1 3 1 +06+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2+1 3 1 +02 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3+1 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) 1+C3 +1 4 1 +C2 +1 3 1 +03+1 3 1 +C3+1 4 1 +C2 +1 3 1+03+1 3 1 +03 +1 4 1 +C3 +1 3 1 +C4 +1 3 1 +q +1 4 1 +C3 +1 3 1 +C4 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 3 1 +C2 +1 2 2 +02 +2 2 1 +02 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +03+2 3 1 +C2 +1 3 1 +C2 +1 3 2 +03+2 3 1 +C3 +1 3 1 +02 +1 3 2 +03 +2 3 1 +03 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 1 +C3 +1 4 4 1 +C2 +1 1 +C3 +1 3 3 2 +03+2 2 +C4 +2 3 4 1+C3 +1 1 +C3 +1 4 4 1 +C2 +1 1 +C3 +1 3 3 2 +C3+2 2 +C4 +2 3 4 9° REF. 8� MAX. -�{ F.--3° PAIN. U PRODUCT PHASED es contp:,,.,^,yvids the Florida Building Coda Acx+/lenne No , o % S,Oq 1 +C3 +1 4 1 +C3+1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+02 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +02 +1 2 2 +C2 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3+2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 2 +C3 +2 4 1 +02 +1 3 2 +C3 +2 3 2 +C3 +2 4 1+C2 +1 3 2 +C3 +2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 2 +C3 +2 4 1 +C2+1 3 2 +C3+2 4 (SHOWN IN TABLE KEY ABOVE) 1xPianDatc IICdI !t .. reds /'' Product • not ' on 10 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3+2 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +04 +2 4 2 +C3 +2 4 1+C3 +1 3 2 +C4 +2 4 18 3!4' MAX. 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +02 +2 3 2 +C2 +2 2 2 +C2 +2 3 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 f� 1 12° TYP. I i-'--3° MN. 2 +C3 +2 4 2 +C2 +2 3 2 +C3+2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 9 °REF.I 0 � C � ��o O% Robert L Clark, P PE#39712 Structural 2 +06+2 4 2 +02 +2 3 2 +03 +2 4 2 +06+2 4 2 +C2 +2 3 2 +C3+2 4 2 +C3 +2 4 2 +C3+2 3 2 +C4 +2 4 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +04 +2 4 2+C3+2 5 2 +C3 +2 3 2 +C4 +2 4 L CLUSTER WI QTY. OF (4) ANCHORS 2+C3+2 4 1 +C3+1 3 2 +C4 +2 4 2+04+2 Render. F.K Mkt 4/15/07 ReKSier. C CHG.TABLE8 T06, & SELECT VALUES DUE TO ANCHOR CAP. ADJ 10707ECHNOLCr3YDRNE NOKGMIB. FL 34275 P.C. SCX 1529 NOKOMIS. FL 34274 o ANCHORAGE SPACING, OX AND XO WINDOWS Ramer. F.K. Dater 10/17/06 ReWbns 8 REVISE ANCHORAGE FORMAT, HEAD & S&L CLUSTERS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K bidet 5/13X16 A ADD SPACE D/MOR MORONS TO GLASS TYPES 0 THRU L browner F.K Dam. 2/28/06 Br J.J. Dew 323/06 I Visibly Better amaror HR710 " NTS 10 m 11 Oave. 4127 -10 C A ®. MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 1314° MIN. E.D. TYP. : NOTE 1,6, 7i /4° MAX SHIM CONCRETE ANCHOR, WOOD TYPICAL FLANGE FRAME HEAD SECTIONS I 318' 2x WOOD BUCK, NOTE 3 1 3/8" MIN. 7 1/4° MAX SHIM --.I CONCRETE ANCHOR, NOTE 1 1/4° MAX SHIM 2x WOOD BUCK NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS A CONCRETE ANCHOR, NOTE 1 •,la NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO 0 TAPCONS EMBEDED 13/8° MIN. OR 1/4° SS4 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX WITH a #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 °. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KW CONCRETE) J 1 3/4° MIN. E.D 1/4" MAX SHIM . • NOTTE 1 L 13/4° MIN. MIN. 3.4 K3 E.D. TYP. CONCRETE 2x WOOD © _DETAIL C BUCK, Q NOTE3 TYPICAL FLANGE FRAME SILL SECTIONS Br DO. Rotakurr F.K 416/07 C Rend* rte: kaftans F.!( 10/17/06 8 Rend Br F.K 6713108 EXTERIOR INTERIOR �% & SILL DETAILS A, B, C, D, (3 & H) INTERIOR (JAMB DETAILS E, F & I) EXTERIOR DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS 0, H & I. o'aw,Br carte F.K 2/28106 Rmb6a A ADD NOTE 5. CriaawwBr otter 3/23/08 REVISE NOTES f & 2 REGARDING TRIMHT HD. & EMBEDMENT. ADD LF. FRAME CHG. NOTE5 TO FBC, *CURRENT EDITION' REVISE EDGE D1ST. , EMBEDMENT & SHT. REFERENCES 1170 TECHNOLOGYDRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 DETAIL G (SILL)A, DETAIL I (JAMB) ©TYPICAL INTEGRAL FIN FRAME SECTIONS PANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 11 d 11 Vlslbly Better Serieeltdat HR710 Half aawgw 4127 -10 m c_.: -: - ,::: t::3 Florid Acopta::Na0 ' D EN. oatic2 Data P4 •11 Robert L Clark, P.E. PE#39712 Sbucturel MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode 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 (AEI). 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 ART (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- • • No FTL 3587 dated 10/8/02, signed and sealed by Jo e . h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 1J L Manuel Pe Product Control NOA No. 0 ; .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th - 'es C -740 Aluminum Casement Window — L.M.I., approved • 0 3/06, ex •' t : a . ) 5/22/08. Manuel P P.E. Product Contro finer NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16° LAMINATED GLASS COMPRISED OF (1) LiTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8° AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O CONFIGURATIONS OPTIONS } X 0 } X 0 x X 0 X x 0 0 x x 0 UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL IJTES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR °XX" CONFIGURATIONS SEE SHEET 6. F. FOR H4 "XOX" & "O" CONFIGURATIONS SEE SHEET 7. G. FOR - "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" &` "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS.3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. ®7. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. F.K. F.K RosdBM F.K reader. F.K Drown sr F.K. Sake 3123/03 7/10/03 nm 5/23/05 ea" 12/17/02 B ADD 13/16- La B MOVE GLAZING DETAILS TOSHEET2 C a smu D Choose er: NO CHANGE THIS SHEET ADD 76 -HT., GLASS TYPES FAND O. REVISE ANCHORAGE Da 1070 TECHYOLOGYDRNE NOXOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT SeuimAro4eC s 31— GstyP" caa4a NTS 1 d 13 7045 -8 PRODUCT moonlit D as car znsIng mitt a3c @T AU cwtm:3^ Acecgara:. 'a pkae+@:a Ca Lucas A. Tumer, P.E. PE #55201 Mechanical A 1/8" ANNEALED OR .090 PVB INTERLAYER 86 HEAT STRENGTHENED 1 I— 1/8" HEAT STRENGTHENED GLASS GLASS 30 31 3/8" AIR SPACE — 1/8" HEAT STRENGTHENED GLASS .65° NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS rtenf et FE a) FE liretlgy FJC 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT h.-- STRENGTHENED GLASS .65" NOM. GLASS BITE 3/25/03 e R 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI a GLAZING DETAIL REDRAW GLAZING DETAILS& ADD 1311rLG. 7/10/03 osic NO CHANGE THIS SHEET lievisionet ADD 13/16* LAM LG. W/ 7/161/14418 CORRECT 5/16° LAW DETAIL onana7 eue Checked 9r Dams F.K 03125/03 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pc t Visibly Better GLAZING DETAILS ukr ALUMINUM CASEMENT WINDOW, IMPACT Swoasuwet CA -745 NTS 2 m 13 Des.g No. 7045-8 D /Zi /a-‹` Lucas A Tumcr, P.E. PE 958201 Mechanical CENTERLINE 1 1/2" ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) Rea" ar F!C R"o48y: F.K SEE MID -SPAN ANCHOR DETAIL TYP. (2) } C 13" MAX. O.C. salt 3/26103 SEE MIC) -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. ,ICI �I le-w 4° MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. —DAYLIGHT -- OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 " SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. } 4" M`AX I 4" MAX. 30° MAX. --DAYLIGHT OPENING 74" MAX. WIDTH 30" MAX. - DAYLIGHT OPENING /2, / SEE MEETING �RyAIpI/rDETAIL f / . (2) 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 14 1/2" MAX. 0.0 O.C. TYP. ELEVATION'S" - °)OC" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4" MAX. t 4" MAX. —1 37" MAX. VENT TYP. 0 13° MAX. O.C. 60" MAX. FIXED u 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT I- I 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) PRODUCT BETNEWEll ffie a17;eE crhh n," T1ar{dif Beddirrd A 13 CHANGE SHEET NO. REFERENCES Rao 4 BY F.K 7/10/03 Revisions INN 6/23/05 Raw.w"r ADD HINGE LOCATION DETA114 Dawn B RIC em: 12117/02 Check. 13, CHANGE MAX. HT. TO 76* AND MAX DLO TO 69' 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOxOMIS. FL 34274 FA T Viklibb jeferrer XX" & 'COX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS Seat 3 a' 13 w.svx� 7045.8 11/,' (lrJ Lucas A. Turner. P.E. PE 856201 Mechanical gamey F.K Ramey FE Ramey FK DENOTES HINGE x-37" MAX. WIDTH LOCATION AT HEAD & 30" MAX. SILL OF "X" PANELS, +- DAYLIGHT -- TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 0 325/03 O". 0/23/03 D"° 7/10103 141/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. X\ 4" MAX / \\ 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT I �- 4" I _ MAX. O.C. 141/2" ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. L 4° MAX. 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" MAX. 4" L ELEVATION "E" - "O° (SEE SHEET 7 FOR PRESSURES) 60" MAX. WIDTH 53° MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 30" MAX. 53" MAX. r_ DAYLIGHT OPENING DAYLIGHT OPENING MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX. DAYLIGHT = OPENING A 76° MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) Imo- I 1, +37" MAX. VENT 13" MAX. O.C. 60" MAX. FIXED SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) A 76" MAX. HEIGHT PRODUCT RENEWED es emptying ithtlet Flo4ik Cutts Axons= No Windier C Rawfsbresc CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL 8 HINGE LOCATION NOTES Duey. FE 12117/02 CMtledeF F.K. CHANGE MAX. HT. TO 76" AND MAX DLO TO 69' Da": 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 r Ui$etter "X", "O ", X0"& "OX"ELEVA77ONS ,"a ALUMINUM CASEMENT WINDOW, IMPACT ewraaer CA-740 NTS 4 a 13 7045 -8 �7-.- 7 Lucas A. Turner, P.E. PE 258201 Mechanical \I .f, /o 4-4,i MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX. DAYLIGHT = OPENING A 76° MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) Imo- I 1, +37" MAX. VENT 13" MAX. O.C. 60" MAX. FIXED SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) A 76" MAX. HEIGHT PRODUCT RENEWED es emptying ithtlet Flo4ik Cutts Axons= No Windier C Rawfsbresc CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL 8 HINGE LOCATION NOTES Duey. FE 12117/02 CMtledeF F.K. CHANGE MAX. HT. TO 76" AND MAX DLO TO 69' Da": 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 r Ui$etter "X", "O ", X0"& "OX"ELEVA77ONS ,"a ALUMINUM CASEMENT WINDOW, IMPACT ewraaer CA-740 NTS 4 a 13 7045 -8 �7-.- 7 Lucas A. Turner, P.E. PE 258201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,118"HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAM! (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,118 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19118 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 28 1 i1 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 - 63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87A 70.0 -77.6 70.0 -68.4 68A -63.9 63.9 -60.0 60.0 - 58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 486.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 - 43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0_ -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 raly Bisicri te natal .. - L ,:1Y3rA .; , ' 1, r PRODUCT RENEWED as emptying Coda B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8"A,AIR SPACE,7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 Meep '..' o o ND ti; 0 ".. Dago niu4 ii NOTES: ® X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS UMITED TO 69.6 P.S.F. 7 / ! 1V/4z Lucas A Tuner, P. E. PE gS8207 Mechanical Masada,. FA Ws 03 Revisions B ADD GIASS TWEE TOTABLES 1 84 1070TECHNOLOGYDRNE NOKOMIE FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PRESSURES - X CONFIG. WINDOWS FX 7/10/03 C NO CHANGE THIS SHEET >�' ALUMINUM CASEMENT WINDOW, IMPACT "°""� EX 6/23/05 0/2 "°"" D REVISE ANCHORS& ADD 7G HEIGHT OPTION u sr F.K nape 12/17/02 ...edgy Data I Visibly Better aen CA -740 NTS a..r 5 13 °HMO 7045 -8 R0' D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 80 63 NEG POS NEG POS NEG POS NEG 37 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 POS 70.0 NEG POS NEG POS NEG POS NEG -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 POS 70.0 NEG POS NEG POS NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 87.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 83.9 -60.0 60.0 -58.5 58.5 -562 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 X X 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1 /8"HS,3 /8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0 TABLE 5A. A "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16"A,.090,3/16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: Q 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 9919467 Reed aF Raved By. F.K bee: 04w,BF F.K cos REVISE ANCHORS & ADD TABLES 76• HEIGHT OPTION Dee: 12/17102 Clad ad By I7414: 1070 TECHNOLOGY ORME NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT swmraed: CA -740 NTS arm 6 m 13 Drawing 7045 -8 I / -f,ra5 Lucas A Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 6 WIDTHS °0" °X OX" °O° & "1/4 -12 -114 XOX" WINDOWS TEST REPORTS: FTL3582, FTL -3729, FTL-4807, FTL -4808 GLAZING OPTIONS: A. 5/18" LAMI (1/8"A,.090,1/8°HS) B. 5/16" LAMI (118 "HS,.090,1/8"HS) C. 7/16° LAMI (3/18 "A,.090,3 /18"HS) E. 13/16" LAMI (1/6"HS,3/8" SPACE,5118" LAMI -W/ 1/8"HS,.0901/&HS) F.13118* LAMI (1/8"A,AIR SPACE, 7 /15" LAMI -W/ 3/18°A,.090,3/18"HS) HEIGHT 28 NEG A -75.0 31 38 383/8 43 48 50 5/8 54 57 eo 63 72 78 POS 70.0 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 38 72 -70.4 70.0 -80.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 44.8 -422 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 A -75.0 70.0 70.0 -90.0 -75.0 70.0 70.0 -80.0 -73.7 70.0 70.0 -90.0 -67.9 70.0 67.9 -90.0 -59.0 70.0 -90.0 -52.8 70.0 52.8 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 37 74 59.0 49.9 -48.4 43.5 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 A -75.0 70.0 70.0 -90.0 -75.0 70.0 70.0 -90.0 -87.8 70.0 67.8 -90.0 -82.1 70.0 62.1 -90.0 -55.7 70.0 55.7 -90.0 -49.8 70.0 49.8 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 3912 79 -43.8 43.8 -41.1 41.1 -38.8 38.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 A -75.0 70.0 70.0 -90.0 -75.0 70.0 70.0 -90.0 -62.4 70.0 82.4 -90.0 -58.4 70.0 58.4 -90.0 -83.3 70.0 63.3 -90.0 -58.4 70.0 58.4 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 42 84 -53.4 -50.0 50.0 44.3 -41.9 41.9 B,E -75.0 C,F -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 A -75.0 70.0 70.0 -90.0 -70.3 70.0 70.0 -90.0 -58.0 70.0 58.0 -90.0 -54.8 70.0 54.8 -90.0 -59.3 70.0 59.3 -90.0 -53.8 70.0 53.8 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 70.0 45.01 55.0 -55.01 55.0 45 90 -50.9 50.9 47.5 -44.7 44.7 -42.1 42.1 -39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 A -75.0 70.0 70.0 -90.0 -65.0 70.0 85.0 -90.0 -54.3 70.0 54.3 -90.0 -51.1 70.0 51.1, -90.0 -55.1 70.0 55.1 -90.0 -51.4 70.0 51.4 -882 70.0 -81.8 70.0 70.0 -72.4 70.0 48 90 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -75.0 70.0 70.0 -75.0 70.0 45.3 -42.5 42.5 -40.4 40.4 -38.4 38.4 C,F -90.0 A -75.0 70.0 70.0 -90.0 -60.8 70.0 60.8 -90.0 -51.3 70.0, 51.3 -80.0 -48.3 70.0 48.3 -90.0 -52.7 70.0 52.7 -88.0 -48.7 70.0 48.7 -80.9 70.0 -75.0 70.0 -70.7 70.0 -84.1 -5321 532 5012 101 48.9 -41.3 41.3 -392 392 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0, -74.3 70.0 C,F -90.0 A -75.0 70.0 70.0 -90.0 -58.7 70.0 58.7 -90.0 -48.7 70.0 48.7 -90.0 -45.4 70.0 45.4 -90.0 -50.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 -68.8 -83.5 53118 108 318 50.0 -48.1 -44.2 442 -42.2 42.2 -40.1 40.1 -38.0 38.0 36.2 B,E -75.0 C,F -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 70.0 -72.4 A -75.0 70.0 70.0 -90.0 -58.2 70.0 582, -90.0 -47.9 70.0 47.9 -90.0 -44.5 70.0 44.5 -88.8 -49.1 70.0 49.1 -78.4 -45.3 70.0 45.3 -71.1 70.0 88.5 -60.0 57.3 -53.81 53.8 54 108 B,E -75.0 43.4 41.9 -39.8 39.8 35.9 C,F -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 A -75.0 70.0 70.0 -90.0 -57.1 70.0 57.1 -90.0 -48.4 70.0 48.4 -90.0 -43.3 70.0 43.3 -88.9 70.0 -75.0 70.0 -70.1 70.0 65.4 59.1 5512 111 B,E -75.0 -47.5 47,5 -43.9 -42.2 42.2 -40.8 40.8 -39.1 39.1 472 37.2 -35A 35.4 C,F -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 A -75.0 70.0 70.0 -90.0 -58.2 70.0 582 -90.0 -44.8 70.0 44.8 -90.0 -42.1 70.0 42.1 -84.3 -48.2 70.0 48.2 -72.5 -42.5 70.0 42.5 -68.4 -41.2 57.5 -54.8 54.8 -443.81 48.8 57 114 B,E -75.0 41.2 -39.8 39.8 -38.5 -34.8 34.8 C,F -90.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 A -74.2 70.0 -90.0 -55.0 70.0 55.0 -90.0 -43.4 70.0 43.4 -90.0 -40.9 70.0 40.9 -81.8 -44.8 70.0 44.8 -70.7 -41.3 70.0 41.3 -40.2 -81.8 -58.7 58.7 55.9 -53.2 53.2 -49.4149.4 -452146.2 6812 117 B,E -75.0 40.2 -38.7 38.7 37.8 -38.1 -34.2 342 C,F -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -722 70.0 -88.4 A -72.9 70.0 70.0 -90.0 -53.4 70.0 53.4 -90.0 -42.2 70.0 42.2 -90.0 -39.7 70.0 39.7 -79.4 -43.5 70.0 43.5 -69.0 -40.4 40.4 -39.2 60.4 -57.3 80 120 B,E -75.0 39.2 -38.7 38.7 -35.5 35.5 -33.7 33.7 C,F -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 87.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 -63.3 -59.1 55.9 -53.0 53.0 -42.8142.8 TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4607, FTL-4808 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR iber SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. ftvsdar Ws. Rot* Rmaer F.K balm 7/10/03 ADD GLASS TYPE E 70 TABLE C Ronda), Wta Ralston., FK 623105 D NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 78-HT. OPTION N»ner effia Cher F.K. 12/17/02 We: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Visibly Better Desaipern 4 2 4 0 PROOKTIEVISHD 44 miler Ste Rens ALUMINUM CASEMENT WINDOW, IMPACT senvolatiet CA-740 Saw NTS 7 13 7045-8 vi /74p-s- Lucas A. Turner, RE. PE #58201 Mechankal COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & 1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,118 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 I 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 'NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 792/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 439.5 89.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 - 67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4 - 63.9 63.9 -60.0 60.0 -58.5 58,5 - 56.2 56.2 - 53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 66.4 -58.2 582 - 55.6 55.8 -52.8 52.8 -49.4 49.4 -45.9 45.9 - 43.1 43.1 70.917 108 3/8 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 61.9 - 48.9 48.9 -45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -70.4 70.0 -60.4 80.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 1 3 X 1 3 0 X X 0 0 X TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1/8"HS,.090,1/8"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3-1/3 XOX" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) TEST REPORT: FTL -3580 ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 83" HIGH 1-90.01 70.0 TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /161HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 °A,.090,3116 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 78" HIGH AND ALL "1/3- 1/3 -1/3 XOX° SIZES UP TO 111" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rend ar P./C Wad By 7..K Reasder PIC new 3/25/03 Dale: 7/10/03 Revisions: B ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET 6/23/05 Rm6b" CHANGE ANCHORS AND ADD 76" HEIGHT OPTION F.K 12/17/72 crest. an 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX1529 NOKOMIS, FL 34274 P Visibly Belzer PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT S"e»tase CA-740 NTS 8 m 13 Re 7045-8 D Lucas A. Turner, P.E. PE 058201 Mechanical COMPARATIVE ANALYSIS TABLE GLAZING OPTIONS: 11. "XO" or "OX" & 'XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL-3729, FTL-4607, FTL-4808 A. 5/16" LAMI (118 "A,.090,118"HS) B. 5/16' LAMI (1 /B°HS,.090,1 /8"HS) C. 7/16" LAMI (3/18 "A,.090,3118"HS) E. 13/18" LAMI (1/8"I-IS,318" SPACE,5/18° LAMI -W/ 1 /8"HS,.090,1/8"HS) F. 13/18° LAMI (1/8 "A,AIR SPACE, 7116" LAMI -W/ 3/16 "A,.090,3118 "HS) HEIGHT WIDTHS 28 36 38 3/8 43 48 50 5/8 54 57 80 63 67 72 78 "XOX` VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEGIPOS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 84.9 - 60.6 80.6 -58.1 58.1 - 56.1 58.1 - 53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0155.0 -55.01 55.0 -55.01 55.0 88.919 24 38.919 A -75.0 70.0 -89.1 69.1 -83.4 83.4 - 58.5 58.6 -50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.8 -39.2 392 - 38.9 38.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.D 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -852 70.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 95.973 27 A -75.0 70.0 -60.5 80.6 - 57.2 57.2 - 82.1 62.1 -55.2 55.2 -52.8 52.6 -49.1 49.1 -48.2 45.2 -43.6 43.6 -41.1 41.1 42.973 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 108.649 30 48.849 A -75.0 70.0 - 53.5 53.5 - 50.4 50.4 - 54.5 54.5 -50.7 50.7 48.2 48.2 •44.9 44.9 -42.0 42.0 - 40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 84.7 70.0 -79.5 70.0 -73.8 70.0 - 69.7 69.7 - 66.3 88.3 -63.1 63.1 - 55.0155.0 - 55.0155.0 -52.21 52.2 115.892 32 A - 75.0 70.0 -49.9 49.9 -48.8 48.8 -51.3 51.3 -47.4 47.4 - 45.5 45.5 -42.7 42.7 - 40.7 40.7 - 38.6 3813 - 36.8 36.6 51.892 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -732 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.8 70.0 -73.2 70.0 - 88.3 68.3 -84.8, 84.8 -61.4 61.4 -58.8 58.8 - 55.0155.0 - 50.9150.9 - 47.7147.7 122 33.887 A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48.4 48.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 - 39.5 39.5 -37.5 37.5 - 35.7 35.7 54.627 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 68.4 -64.7 84.7 -81.0 61.0 - 58.4 58.4 - 55.7 55.7 - 52.1152.1 - 47.7147.7 - 44.6144.8 123.135 34 55.135 A -75.0 70.0 - 46.8 46.8 - 43.8 43.8 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 - 37.3 37.3 - 35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -80.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 - 68.8 68.8 - 84.1 84.1 -60.5 60.5 - 57.9 57.9 - 552 552 - 51.5151.5 -472147.2 - 44.0144.0 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.8 - 48.7 46.7 43.1 43.1 -41.6 41.6 40.2 402 - 38.7 38.7 -38.9 38.9 - 35.0 35.0 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 8 2 . 5 - 5 9 2 53 2 - 55 . 5 08 . 5 - 63 . 8 6 3 . 8 - 5 0 . 1 1 5 0 . 1 4 5 . 8 1 4 5 . 8 4 3 . 0 1 43 0 130 35.898 A - 74.4 70.0 - 43.8 43.6 -41.2 412 - 45.1 45.1 -41.5 41.6 - 40.4 40.4 -38.9 38.9 -37.7 37.7 -382 382 - 34.3 34.3 . 58.209 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -88.8 68.8 C,F -80.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -89.3 89.3 -65.3 65.3 -60.6 60.6 -57.8 57.8 - 54.7 54.7 -51.9 51.8 - 48.1148.1 - 43.9143.9 - 41.9141.9 130.378 38 A - 74.3 70.0 43.5 43.5 -41.0 41.0 45.0 45.0 41.4 41.4 40.3 40.3 -38.8 38.8 - 37.8 37.6 -38.1 36.1 - 34.3 34.3 58.378 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 72.3 70.0 - 68.5 88.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.8 70.0 -69.1 69.1 -85.1 65.1 -60.5 60.6 - 57.4 57.4 - 54.6 54.8 -51.7 61.7 - 48.0148.0 43.8143.8 41.8141.8 134 37 A - 729 70.0 -422 422 -39.7 39.7 -43.5 43.5 - 40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 38.7 - 35.5 35.5 - 33.7 33.7 60 B,E - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 - 87.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 87.3 -63.3 83.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 - 46.3148.3 •42.8142.8 - 40.8140.8 TABLE 12. QUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS GLAZING OPTION: D. 7116° LAMI (3/16"HS,.090,3/18"HS) ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH TEST REPORT: FTL -3580 TABLEI2A. I -90.0 70.0 %(O" or "OX" & 'XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4808 GLAZING OPTIONS: D. 7/18" LAMt (3/18"HS,.090,3/16"HS) G. 13116" LAMI (1/8 A,AIR SPACE,7/16" LAMI -W/ 3/18"HS,.090,3/16"HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 78" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I -55.0 55.0 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR ® 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Bey tare FK 325133 Rea ay F.K Wueay F.K. bar Revtrm"r B Revislortie ADD GLASS TYPE E TO TABLE 11 T/10/03 NO CHANGE THIS SHEET bmo By F.K Datee 6123/05 sermon& 12/17/02 paoAee Sy CHANGE ANCHORS AND ADD 78' HEIGHT OPTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better x 0 x UNEQUAL LITES x 0 UNEQUAL UTES O x UNEQUAL LITES pPR° rt1tiftrLnI1L e7x -- 0,rrft RuLOus c:al: /� /... :4 i4 S PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT eemsibmr CA -740 NTS Owe 9 13 a.+-4a°. 7045 -8 fter D Lucas A Turner, P.E. PE 858201 Mechanical REFERENCE "XO" & °XOX" FRAME ASSEMBLY DETAIL, SHEET 11 0 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q MAX. HEIGHT (SEE SHTS. 3 & 4) Resod && F.K. Remaly PlC Rowed Re FK MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX fREFERENCE "XX°FRAME ASSEMBLY DETAIL, SHEET 11 A jai Rte,.. .� �� MAX. VENT II` ii Plaid j r I+ DAYLIGHT OPENING -..I (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X Rake 9/78/03 Dm" 7/10/03 Vain 8/73/08 Revision B Rwbwnz C Revision 0 ADD 13/18'LG. GLAZING BEAD ITEM SHOW TOP HINGE CHO SHT. NO. REF AND ADD ITEM 89 am. es F.K. 12/17/02 &neckeder 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.. BO829 NOKOOMIS, X FL 1 34274 PGT Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT sobenaax CA-740 NTS Shen I DN.,'W. 10 m 13 I 7045-8 Lucas A. Turner, P.E. PE #58201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS TUBE, MAIL: 6063 -T6 3" APART AT MID -SPAN "X" FRAME JAMB / "0" FRAME JAMB f 7!n I■IF11 . Raved* F.K Reedsy F.K. Reseda: F.K. "XO" 81 "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL Raft 525/03 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL Rovissas B MAIN FRAME ASSEMBLY DETAIL A -0 1.376" .095 "_ .440° CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 434" 7 2.854" 062" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062" NOM. 2.919" L2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A NO CHANGE THIS SHEET Leer 7/10/03 623105 Revision: NO CHANGE THIS SHEET Review= ADO 1702189 rne"nar F.K Deb: 12/17/02 cn.a"day Care 1070 TECHNOLOGY DRIVE NOKOMI$ FL 34275 P.O. BO 1528 NOKOMIS, X FL 34274 F EXTRUSIONS & ASSEMBLY DETAILS am ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better CA.740 NTS 11 > 13 I 7045 -8 1(71.1 /vs- Lucas A. •.'weer. P.E PE 858201 Mechanical PARTS LIST ITEM DWG # PGT. # DESCRIPTION 1 7002A MAIN FRAME - BEAD, SILL & JAMBS 2 1155 781PQA #8 X 1 QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A 1/2"X112"XI/8" CLOSED -CELL FOAM TAPE S 7003A 781PQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16' MAXIM MULTI -POINT LOCK , 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3/16145 GLASS WITH AN.090INTERIAYER - SOLUTIA OR DUPONT PVB #10-24 X.562 PH. PN. TYPE F 12 7014 3/16HS & 3/1611S GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB MULTI -LOCK KEEPER (LH. & L II) 13 1157 78X78PPSMS #8 X .875 PH. P/4. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8. 32X.375 PILPN. TYPEB 21 7032 STUD BRACKET (L.H. & RR.) 22 7858ZA #8 X 5/8" FLT. PIM SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP-ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP #10 X.500 PR MIL. 30 5716" LAMINATED (1/8A & 1/8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (118145 & 1/8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3 /I6HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/16HS & 3/16HS GLASS) ' .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/161 41 7042 GLAZING BEAD (7/16") 43 1224 617247 VINYL BULB WSTP (THICK) 44 SILICONE -DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLACK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY $2 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTWB #8 X.500 SQ. P14. TEK SMS 67 7004A 67004 CASEMENT FRAME ASST. TUBE 68 7I2XIPPT #12 X 1" PR PHIL TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP-ON T- HANDLE KNOB 72 7018 7FLDIID FOLDING HANDLE mar FR Read Br FR IwE Br FR Dar. 328/03 Oft 7/10/03 aa"slors. e PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X.750 QUAD P14 SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL& JAMBS 81 1155 781PQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" 1G.) 86 13/16' LG. GLASS (1B°HS, AIR SPACE, 5 /16"LAM1) 5/16° LAMI= (2) LIIES OF 1/8"HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 13/16° LG. GLASS (1/8"143, AIR SPACE, 7 /16"LAMI) 7/16° LAMI= 3/16A & 3/16145 GLASS WITH AN.090INTERIAYER - SOLUTIA OR DUPONT PVB 13/16° LG. GLASS (1/8"145, MR SPACE, 7/16 "]AML) 7/16° LAMI= 3/16HS & 3/1611S GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050* .865" 0 5/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" I .050° .865" 07/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" 1.0t0" .423" ---�I G-- OCASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 993" H -.289" -+1 .172" .870" I_II 050" F- - .569" O13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 -- 1.124" .125° —•- INSTALLATION HOLE COVER MATL: 6063 -76 DWG# 7007 .062" � If 1 .093" J 0 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A 2.701 OY Y, !/ ky,�f�$ • 19a1a TIVL.L /r ADD 13/16"1.0. GLASS 8 GLAZING BEAD Renew. NO CHANGE THIS SHEET Drawn Br FR "e.laum: 6/23/05 12/17/02 rardreaer ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 Oa": 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, Ft. 34274 Visibly Better PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 12 m 13 9,-B"' 7045 -8 Ran D Lucas A. i /mar, P.E. PE 858201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —1 ASEE NOT;- NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. we.mar: om Revistorer FJC 315423 B 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A lx WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM — j n ASEE NOTE I A SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 if]� 11111' I,I l l! "1111 1 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 2 SEE NOTE 4 1.1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 112" THICK 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1/4" MAX. SHIM ®SEE NOTE 1 A lx WOOD BUCK (SEE NOTE 3) 1!4" MAX. SHIM NOTE 1 SEE NOTE 4 1 1/2" L._ MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK i KIN 1111114. 111111. A SEE NOTE 4 11/4 °. MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2° THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. rear F.K 74.34 sr F.K Wean By F.K Data NO CHANGE THIS SHEET 7/10/03 5/23/05 12/17/02 Rerviskets NO CHANGE THIS SHEET Rermomz 0 awaked Br REVISE NOTES AND REMOVE 3/10' TAPCONS & 814 SCREWS Vale 1070 TECKNOLOOYDRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS., Fl. 34274 Visibly Better ANCHORAGE DETAILS PRODUCT RENEWER, oinanlyIng ad* the Flaikk %hum Cub Acceptant, No 41t. ALUMINUM CASEMENT WINDOW, IMPACT S"issivee CA -740 NTS 13 m 13 m.soaa 7045 -8 (Il�(/Ur- Lucas A. Tamer, P.E. PE #58201 Mechanical 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 Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant 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 www.miamidade.aov/buildingcode Limitation: 1. Max DLO = Width - 3.75 and /or= Height - 3.75 ". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1 "1'1 D A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04 /13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME- 1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 t41k4gte 1. agti4 L Ishaq I. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH ANI.090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16' AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16' HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16' LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) ® A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ® INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, RANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM- 200O►LUMINUM DESIGN MANUAL nitsla 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT ® EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). fewaF i PRODUCT RENEWED asampl fryti5,a Nadia Odd* Cede Aseeptinte • fiN o Division Rowdily F.K. 4/4/07 vox 12/1&09 fer48r: FX femaF rel" FX 7/14/03 lieWsktroe B rbstions A CHG. NOTE2 TO REF: ABTME 1300 -02 AND REVISE ANCHORAGE NOTES ADD REFERENCES To NOTE B AND ADD NOTE 7. REDUCE ANCHOR ANCHOR SPACI fO Clsemo"r: felt 1070 TECHNOLOGY DRIVE NOK, FL 34273 P.O. BOX 1578 NOKOMIS, FL 34274 PST Visibly Better NOTES & TABLE OF CONTENTS NUM PICTURE WINDOW, IMPACT PW.701 ODOF raw; NTS 1 d12 ar"ie roc 4259.4 B /O, RobwtL Oak P.E. PE 838712 B6udizral 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMI GLASS NOMINAL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE 0 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS R 21 11/16" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE 11/16" NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) PRODUCT RENEWED riondk.as sox*: the Fled& PRODUCT REVISED as complying wilt the Flea Men Cade &optima F4 r -• OL Egdmden nate la= • O4 tea,: FJC ft./ ex FJC Dam Eir FJC Oak asir 12/15+03 Dais /14/03 Revisions Agleam A NO CHANGE 7768 SHEET NO CHANGE mis steEr Coke taro TECHNOLOGY WINE NOKOMIS FL 91276 P.O. BOX 1ffiB NOKOM L, FL 34274 Pc �T V1,(! , Better GLAZING DETAILS vft ALUMINUM PICTURE WINDOW, IMPACT a.* 2 d 12 brlaWAxW PYR701 FULL 17araft"• 42584 173 $17 L Ciatk, P.E. PE 039712 SUuobosi HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. FAN MAX. SIZE = 96" X ar OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE =96 "X48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96° X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. 96" MAX. QUARTER CIRCLE MAX. SIZE = 68° X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 4T OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID 441/4° MAX. DLO 92 1/4° MAX. DLO RECTANGLE MAX. SIZE = 48° X 96" NOTE: ® OR MAX. AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. MAX. SIZE = 48° X 96" OR MAX. AREA = 3028 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. PROMO' RENEWED as complyhqtwItk the 01wkla Raiding Cede N„ L� y-�• p. ¢■pl um.Ords ty Br II�rO' me Rnisksse FX Road 101: F." mwtar AK tfte 4/607 12H5N3 p7/14/03 /Web= Rellsbnx A chwear B 11PDATEANCHORAGE NOTE NO CHANGE THIS SHEET 070 1070 TECHNOLOGY DANE NOKOMIS. FL 34275 P.O. BOX 1523 NOKOMI, FL 34274 ri �T Visibly &Ear FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Sedeoftlet PYW701 NTS+ 3 a 12 I 4259-4 Robert L EWE RE. PE039712 Structwal HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON QUARTER CIRCLE MAX. SIZE = 68" X 68' OR MAX. AREA = 25.22 SQ. FT. MAX. SIZE = 60° BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. FAN MAX. SIZE = 96° X 47' OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96 "X48° OR MAX. AREA = 25.13 SQ. FT. ELLIPTICAL MAX. SIZE = 98'X47" OR MAX. AREA = 31.99 SQ. FT. EYEBROW MAX. SIZE =96 "X48" OR MAX. AREA = 31.99 SQ. FT. A 981/4" FRAME O.D. 96° MAX. 50 ia• FRAME50114° FRAME 0 D. 48" MAX. L t 451/4" MAX. DLO NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 93 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. MAX. SIZE = 48° X 96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. PRODUCT RENEWED tsmpp4ngwit do Nokia Wel*/ Coda Acugme No :240 Expired= Date NUNRIDOW Division PRODUCT iU.vwi.3 a mmplyfng with the Elerhd° D ats Cade Mcep`. w ':. iNIAIG. • a'. 9 Bradt* Arts imetcpst Rawl OF FJC Rawl W: F.K man ex F.K 44107 Hoer 9711803 Adz 8 a A ADD FRAME 0.0. DA EIVSIONSAND UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET Dore I 107O TECHNOLOOYDRIVE NOKOMIS, FL 34178 P.O. BQX 148 NOKOMIB. FL 94274 �T- Visibly Better INTEGRAL FIN ELEVATIONS tEs ALUMINUM PICTURE WINDOW, IMPACT PW.7OI NTS art 4 e 12 4259 -4 a >� Robert park, P.R. PE#Ki9712 BhumWel TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"1-IS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3116HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D AREA +80.0 I -80.0 9.70 SQ.FT. +80.0 I -80.0 11.57 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 -I -80.0 +80.0 I -80.0 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 A,B,C,D AREA +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 60.000 I A,B,C,D 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. AREA +80.0 I -80.0 11.88 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 65.500 I A,B,C,D +80.0 I -80.0 12.96 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 71.000 I A,B,C,D AREA +80.0 I -80.0 14.05 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. +80.0 -80.0 21.15 SQ.FT. +90.0 I -80.0 21.83 SQ.FT. +80.0 I -80.0 18.76 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ. FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ. FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. Itswel Br DM FX Row* FX Rem* FX 4/MST 12115V3 PRODUCT RBNRWED n eompiTMg me Ptnrk Belding Cede J �e :�1 n.a�zf+<t+ 14 N4C r' 1iHNm 7/14/03 Renee ReAliass B A aeaodor UPDATE DESIGN PRESSURES PER ABTAIE 1300.02ANO NOTES. CLEAN UP TABLE 1 DESCRIPTION AN) HEADINGS, CHANGE NOTE I ANCHORING WRN#12SCREWS Thee 1070 TEG'INDLOGYDRIVE NOKOMIS, FL 34275 P.D. BOX 1619 AOKOMIS, FL 34274 P T Visibly Better FLANGED UNIT DESIGN PRESSURES Bar ALUMINUM PICTURE WINDOW, IMPACT PIA 7D1 so. asses na.aeta NTS S - 12 4259-4 B f/4,7 If / ert / L OwI6 P.E. PE f49/12 Struaheel TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/1611S) B. 7/16" LAMINATED GLASS (3/161HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. +80.0 J -80.0 15.31 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 15.82 SQ.FT. 16.33 SQ.FT. 54.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 10.79 SQ. FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 I A,B,C,D +80.0 I -80.0 +80.3 I -80.0 +80,0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 12.98 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 I A,B,C,D +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 14.05 SQ.FT. 16.76 SQ. FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 98.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: k. 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. PRODUCT RENEWED a complying loath the Florid* Code Acceptance Noaf -1112. 10 Expired= Data Read* Oefic RatedB- F.K. F.K Orrarnitie F( Orkr 4!4,17 oats 12HHV3 tuft 7114103 Reeltlons D Haddam A m mrea,: UPDATE DESIG N PRESSVRES PER ASTI{4E 1300.02 AND NOTES. CLEAN UP TABLE DESCRIPTION WW2 HEADIN08. CHANGE NOTE 1 ANCHORING WIfH912SCREWS 1070 TECHNOLOGY DRIVE NOKOMIS, 834270 P.O. BOX 1628 NOKOMIS, FL 34274 Visibly Better INTEGRAL FIN UNIT DESIGN PRESSURES 1 ALUMINUM PICTURE WINDOW, IMPACT Eareflohk PW-701 NTS 6rt d 12 I 4259-4 B /77#4 /r7 Robert L Clark. P.E PE B30712 Structural 2.784" OUTSIDE 0000 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH — HORIZONTAL SECTION (FLANGE FRAME) O CO © Ili all III III 0 0 ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (FLANGE FRAME) er la dar F.K. wmBr Dam Br FJC F.K Nix Dor 414107 Daft 1211803 W4/03 MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y JJ 0 mu) (FLANGE FRAME) 1C 0 IdIl1b1 ALONG ENTIRE JOINT WELDED CORNER ASSY (FLANGE FRAME) Rcalekac B amac A NO CHANGE 771188HEET NO CHANGE 7HM SHEET Cheated* wee I 10701EGHNO1OGYDRIVE NOKOMIS, A 3427E P.O BOX 1M NOItOMIS 11.34274 PST Visibly Better 2.784" —+ 0 0 0 0 MAX.© DAYLIGHT OPENING INSIDE 0 PRODUCT RENEWED es complying whit the Florid» Balding Cede Acceptance No erg- ((I Z. /0 Expiration Date z / /yl zoly Mead Dole VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNER ASSY, FLANGED ALUMINUM PICTURE WINDOW, IMPACT aweeae PW-701 et +d.roay. 7 of 12 4259 -4 B Robert L Clark, P.E. PE#39712 Binxhaal 2.784° OUTSIDE Ink MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT 2.784° — 11 L ^JLnnJ Q 0 0 4 MAX. DAYLIGHT OPENING sex tele pw1dem Ibrolek Fx beha 4/4107 Reftkrne NO CHANGE THIS SHEET Deft 19111209 7/7/14/73 Amster A rhtlndBy: NO CHANGE THIS SHEET arc 1070 TEDINOLOGYDAVE NOKOM15 FL 34275 P.O W415211 N01031119, FL 34274 BGT Vieth, Better INSIDE PRODUCT RENEWED as anaplyhto with the Florida BoWtot Cade Acceptance Nu Expiration Date z /19 ��f t4 e7 17p, M Dtlp DA'6�Ipn PRODUCT REVISED as complying with dee Irielis Balding Code VERTICAL SECTION (INTEGRAL FIN FRAME) i SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT P71-701 8H.4LFj 8 d 12 I°''4 4259 -4 B ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7116" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1/16" LAMI I.G. GLASS- 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .050" .970" .975" ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 Render ads .346" —I .975" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MATL• 6063-T5 DWG NO.4254 2.784" 2.500" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A I� 1.875" .062" 2.784" ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 PROD :, c&,i6wrD u coopyie6 with me Tku■I &dam Cade Acceptance No . I Expliation DMt rti Mud Onde Whips mobiles REVISED tomptging tbeFlorida IliddbRICado Awfdlace 06 Renalorm B "wr ase A Modular NO CHANGE 7HLSSHEET NO CHANGE THIS SHEET me NOKOAB$ Ft 34278 P.O. BQX 1529 NOKOAOS 21 94274 Pdf V, ib1y Bette. EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT ewe"att Pef-701 HALF 9 s 12 4259-4 1'46 .131 °DIA.MN. x 2 1/2° NA L, AT CORNERS AND 5° O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A I 1/4° MAX. SHIM CONCRETE ANCHOR (SEE NOTE 1) A 3.5 KSI MIN. CONCRETE 1/4° MAX. SHIM 1 SEE NOTE 1 FOR EMBEDMENT, WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. EMBEDMENT FLANGED DETAIL D (SILL ONLY) NOTES: ® o� tZ\�sle 1. FOR CONCRETE APPLICATIONS , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16° ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. 1. i1 \tsNs 2. FOR WOOD APPLICATIONS - , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. f INTEGRAL FIN DETAIL B 1/4' MAX. I SHIM I WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. A EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. I SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) SEE NOTE 1 FOR :µ A EMBEDMENT: •. r1/4° MAX. 1 SHIM I lx WOOD BUCK (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU Readily: Rester FK Reader FJC Gem Br F.K: our Vette 414/07 Maass PROWL SBnrt:k LD as emptying with the Motile Balding Cade Acceptance No (2. I el Expiratlha Date ‘t91744 By Mind addle t Mid= Vets 12'1MAi Oats B liblekat A REVISE AND UPDATE MOORAGE PER CURREMRTC CHANGE NOTE 1 AND FASTENER SPACING caeader latte 1070 TECI6%OLOOY DRIVE NOKOABIR FL 34278 P.O BOX MB NOKOMIS, FL 34274 Viet 1y setter ANCHORAGE - HEAD, SILL AND JAMBS rar ALUMINUM PICTURE WINDOW, IMPACT P4K701 1NTSI 70 a12 ID**"‘ 42594 11 TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. 'X' p nZ a 4 > WINDOW "Y' DIMENSION 15.0° 20.0" 25.0' 28.5' 30.0" 34.0' 39.5' 45.0" 46.5° 48 0" 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1. 2. 4. 1. 2. 4. 1. 2. 4. 1. 2. 4. 1. 2. 4. DIM. X Y X Y X Y X Y X Y XY XYXYXY XYXYXY XY XY XY XY XY XY XY XY 49.0' O.C. m `�' N - t• m "� N 0 m aa-- N N m. c73 N Po CO vi N CO CO a3e N' m -P�+ a- m e-e�.-a3 a- aa-- a- m .N- CO W CO PP3'P).'- N CO CO 0.- m m W N CO < N' a-at CO N e- N e- aa-- m s- N < a<- m P< N e-c+�3N m a- CO 83N .N- CO a- co 54.5' O.C. E u�i O [` m '� O o m O N N m �3 O v m CO , w O m CO a3 O m e- u3 O` CO a- O' .- O , W O . to co O co co g R co 0 co e- R 0 e- to cal 0 QED ,- id 04-04-0,0 d3 Le} r3t k`a-' to co N co ti[ O co to N O N 60.0' O.C. N N r N O N Cal N N at s m N m N< N< N< N CO ri to N CO rep co m co co � N a- ,imS co) <� co W 4- � - a.., co 'i O) V - co 0 m „,,, r co 04 co 04 65.5° O.C. a co o is g co o O a' c3 O N N `r PR 0 .4. m v r'3 0 PA . PR o`- a . 93 o' . a- 93 0`-0 sr PR coamamm m a3 0 P`i+ 0 CO 5 0m a ,- ai O a- a 1R3 O a, .- 5 me ,a, a-0. v r~3 -0.- .- v <m m 5 N . l� O . N P�3 O`- N 71.0' 0.C. CD 03 e- N CO c� .- O m o3 , N m 03 a- �? m m tai ,- W m PP3<PPa- e- m e- m P5 e- .... mm h O Of m < < mmmm tg')nFtt"< W co PD W co <)..a- m O PDV, n•-e�+�- PA < -NmNm a- a-� < W <nN < m m - m N�aN- W 76.5' O.C. V `R" O N -- a Ps O o et R O N N V' Pi O .d. -- V a3 O m at R O V ,- c73 O et .- R O ,- .4. or, CO O at P3 O CO V P3 O W m d. -- O O) M. a- P3 O .- Y OO a N s- .OWW •- Y N - ,- N .- .o. N at ?3 O Y N ; O N 82.0" O.C. m < N m o CO e- ea,- CO < W CO < CO m e' O m P' z3 CO < CO P� O m a mc co m a- o o Pe. N CO N •- v c N ±v� a7 N CO a- Cal P+� N 675O.C. m N N m N ° m N N N mv N m m N W 4- O m CO a- O < m l co m N m m m F3 Pj O C. m m )`. to m co c< < < 5 m h 0) < CD las m N e . 4- O N _ a- 0 O) N - m s. r CO N co O ' m : N t CO N 93.0" O.C.P 0)�O I� m a O m 1� a- a- m a- p'..., m m e� m co r o m .- Ps m e- a� <W m m m ITf < m CO dto w CO c30 P) CO .- a- < <m -- <a- Po a- < R a- N a a- me N •< ,,� m N m o N PA N 96.0° O.C.N N ~ N ° N f" N N V co m N.PD e- N'- a- ^`�' O < m O ;.°.. r3Nc� co m N CO 1O w m 3n< tb m N < t- m P� W m <n m< ��" 0< N �I ro CO N a4- m I:4- m N O 5 4-fiN m NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.)'X' AND °Y' DIMENSION FROM TABLE 3 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) MAX. 81/2' FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR I DIM. I- "X' DIM. --I FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 812' FROM ANY CORNER. Rookkac Ores er FJC wsa8r FJC Doke 7 Pak � 4/03 NEW SHEET a:dmer mrc rum TECHNOLOGY DRIVE NOKOMIS. R 34278 P.O. BOX 1829 NOKOMI4 F). 34274 Visibly Better ANCHORAGE, WOOD SUBSTRATE ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4' ELCO TAPCON 4. 1/4' ELCO SS4 CRETEFLEX 5.5/18' ELCO TAPCON PRODUCT RENEWED OMO be Florid* c &Owl= Date_24442.p 14 Division hti )ac ALUMINUM PICTURE WINDOW, IMPACT I Pw.7D1 S"' 81st NT:S it a12 I 4259 -3 B //‘ Robed L Clerk, PE. PE #38712 structural TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE WIND. "X' DIM. Q: O 0 a ¢ 1- > WINDOW "Y" DIMENSION 15.0' 20.0" 25.0" 28.5° 30.0" 34.0" 39.5" 45.0 48.5" 48.0" 3.,4.,5 3.,4.,5 3. 4.,5. 3. 4.,5. 3. 4.,5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0' O.C. co t1' $ a^ N < m t7S a- O m t� a- N < m m t�' S or- N a- a < O �. < co m tai r �... co 1. r O) m m Pi' m a << 0) < to tT1 < < m t� r m r Do m w m l�! N CO m CO t� to CO m < n n a < CO CO Pi N < < < CO fZ' S N < t0 < r n co �j m N DI< N < r' CO Pi .N- N a- < m < r n a < ^ CO Pi CO f� aN- 54.5° O.C.e� m O^ N m 9s O o co 33�as- O N m CO 0 N N m ase 0 or m m as O a m co �m�m< m m O N m CO � O< <E3-< CO O N m CO Of CO etc 0 CO °) CO u�t<� 0 m 01 co < ^ a <e�- m CO O CO O < < e n to �j93�aS� m m G N a<.., m 0,- N tO < n a <u3P3� n m 0 _co O 60.0° O.C. r n m 0) N CO N N CO CO a r CO tD 0 W P to m c- c- .- .- m to t7f O m a3 O `v _m O a.0 ^ m CO m 93 CO w�� r CO CO u3 CO N a- a<.. r N s- V. r m V. n m O w " 85.5' O.C. a l0*3 o co , - n a Pi o O < a Da, o ,- m a P�3 o N < c- m CO a < m a f� o a < m m CO m a t7S o rn m .= n < < a co o t- a C� o < < m ,r ^ m ai O a t� o m �f 0) a l� o m aS O m � m a < m a t� o < a 07 o < < m m m {Lb m a v. o tV << a- a VI o N a- m m a r.. ^.- a 07 .N- a CA 0 N 71.0" O.C. m < N n m < O co n CO N m m a'% P N aN., CO r m P CO to s- 4. CO m nmgwr to m < CO CO < CO Pi s- to A.- < co N. CO gfiFs OD co 0) m O CO Ps a<,,, CO 5 O t0 m oc to m r a < m 5 < m a3uZr m m CO m 0) N CO < < r m m P N. n at ;V to gr r, 76.5° 0. c. a O^ N a t� O a- a Pi O N < m a c� O N r N a < 0) a < m a 0 a < a, m a- m 0 a e� O rA CO co a t� O a O r m ^ m PS O a O CO ? CO a o m pi O co ... m sc < CO Q < 0) a< tB O N m CO u� CO at O V a" t� ° T., N` m < n a < O N a Pi O N 82.0 O.C. CO ,- n CO a- ° ° m^ CO N VI CO a- m,- co a- CO m m to r co co a3 n to ,- < co s- ^ m ?3 O ° co p3 W m m pS rn m co ' m CO o P m P< < ,.._CO t m ,_CO u CO a aS CO r t� D. m a a= n s CI co 0 m ' oo- rN 87.5° O.C. m Ip a-^ co < CO in a- O CO CO co < to CO N < CO ); CO a < a co e� < a < m m �; CO m CO �t e- 6A m w n t0 53t O < CO 1n < to r: CO m t~f CO m t<i o m r�S CO CO u° m cif 0) to u�i m a < 0D m r 0) < co u-3 a- m m co ,t3 OD CO r 0 N < a- CO a9 N ' m m a `- N m r co .N- m _ g DI N 93.0° O.C. Lc < v ^ m $3 < ° CO m CO ' < N < W a < CO m < a < CO in < CO m m < w m t�s N. m 't� < m �i < r a Pi co m co CO O< m O) m �f < CO 0) a < co a co o� u < m U) m �t "D o, N .= < m �?t < N < m aS m v+. < ^ m CA u e- 96.0° O.C. N Ps ° CO P3 O N CO V to r CO a •- CO N V CO m r m 0)N 0) CO n < < °< < tr N co m w N m a3 m cg m 5 m v < m m PS w �• m m zs m to );. m= DI N< V m.. m < n m r m r V- NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX ON- CENTER (0.0.) °X' AND DIMENSION FROM TABLE 4 (MIN. 2 1/8' 0.C. CONCRETE SUBSTRATE) MAX 8 1/2° FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR DIM. L °X" DIM. -� FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2° FROM ANY CORNER. ANCHOR TYPES: 1. 812 STEEL SCREW (G5) 2 #14 STEEL SCREW (G5) 3.1/4' ELCO TAPCON 4 1/4° ELCO SS4 CRETEFLEX 5.5/16' ELCO TAPCON PRODUCT F.Pi wID 0*91Y4t8 WICA DC NWPhh Raiding Code wto8 -t‘12. ID Espindinn Mu 2 ty Alfir6lhtlrq l` Mies FRODUCTREVISED empy4awith the Flan& ANDS -r • Dales _+<L' ...` r- Btvde* ant N AWN er FK 44i®7 ar).tr: NEW SHEET Deft Rsakor Omni* left F1C 7/14/03 Obe"eter +07O TECHIKS.007 o>OW NOKOMIS, FL 34270 P.O.BOX 1620 NCKOMIS M. 34274 PGT lrteibly Netter D.tUan ANCHORAGE, CONCRETE SUBSTRATE 0t ALUMINUM PICTURE WINDOW, IMPACT Siabaltdet PW.701 n TS, 2 12 0 12 I ?he Shores Tlaza East Condon inium..9lssocfation, Inc. 745 North East 914 Street Miami Shores, FL 33138 305-759 -9069 - Voice/Fax The8PECAlnc@comcaet .net - E-Mail September 13, 2011 Norman Bruhn (CB0) Building Director Miami Shores Building Dept. 10050 NE 2"d Ave Miami Shores, FL 33138 Re: Permits Number. *WS -12 -10 -2191, *WS -12 -10 -2192, For Addresses: 717 NE 91 Street, 716 NE 92 Street Miami Shores, FL 33138 Permit Type: Windows/Shutters Expiration Date: *7/20/2011 Dear Mr Bruhn, 7777713n SEP 1 9 2011 We are aware that the above referenced permit is about to expire. We have been unable to make any contact with Sylvia Baez of South Florida Impact Windows and Doors for some time now. Our last attempted Contact was through our attorney on July 21, 2011. Our attorney has instructed us to go to small claims court over this issue. Based on the current situation The Board of Directors respectfully requests that the Village grant us an extension of the above referenced permit so that we may resolve this matter by obtaining another contractor to finish the job should things not work out with South Florida Impact Windows and Doors. Cordially, The Board of Directors Shores Plaza East Condominium *Please note: These two permits show up in your records as expired. The association did not 1)/ receive a reminder post card about them expiring. We would have contacted you or sent a request for extension sooner. k' 1 po's �xCtifttz UR1 5711 SW 45 Tezraee Miami, Florida 33155 1BINEER 786) 547-9401 Ebi st_i'LTANT esuar�ez @suarezeng.com .suarezeng.corn January 24, 2010 Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores, FL 33138 Tel: (305) 795 -2204 RE: Permit #12 -10 -2231 726 NE 92nd Street Miami Shores, Florida 33138 Dear Mr. Inspector: This letter is to confirm that hydraulic cement is ideal for use when filling the gap between an existing concrete precast sill/buck and the remaining space adjacent to the new window. This product for the following application is acceptable and I have no exception with its use when handled in accordance with the manufacturer's recommendation. Sincerely, Eduardo A. Suarez, License PE64759