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WS-09-1864 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i Number: INSP- 129124 Permit Number: WS -11 -09 -186 Inspection Date: January 01, 2999 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: BURZYCKI, GWEN Work Classification: Window /Door Replacement Job Address: 50 NE 108 Street Miami Shores, FL 33161 -7036 Phone Number Parcel Number 112136011004 Project: <NONE> Contractor: RHINO CONSTRUCTION Phone: (305)206 -6761 Building Department Comments 2 Impact Windows Inspector Comments Passed Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 February 11, 2010 Pagel of 1 Miami Shores Village )✓xe 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 �oRit>P Phone: (305)795 -2204 r • ,•, Expiration• 07107/241 Project Address Parcel Number Applicant 50 108 Street 1121360110040 GWEN BURZYCKI Miami Shores, FL 33161 -7036 Block: Lot: Ow Inf ormation Address Phone Ce ll GWEN BURZYCKI 50 108 Street i MIAMI SHORES FL 33161 -7036 Contractor(s) Phone Cell Phone Valuation: $ 3,800.00 m . RHINO CONSTRUCTION (305)206 -6761 Total Sq Feet: 50 Type of Work: WINDOWS For Inspections please call: No of Openings: 2 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $2.40 WS -11 -09 -36393 $ 215.40 $ 165.40 , q Education Surcharge $0.80 ,- Permit Fee $150.00 WS-11 -09 -36393 $ 215.40 $ 215.40 $ 0.00 Scanning Fee $9.00 Check #: 9594 Submittal Fee $50.00 Technology Fee $3.20 Total: $215.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. February 03, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy February 03, 2010 1 �.rc�an�1 a ►���� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I I, q - 1 ��, BUILDING�U/ Permit No. W� CjF PERMIT APPLICATION N V I U 111f1�J aster Permit No. KC - 7 - 0 9// Y3 FBC 2004 r.. w.r rrr�w Permit Type (circle): wilding Roofing Owner's Name (Fee Simple Titleholder) �� e� ° Phone # DCk "i 'e• Owner's Address � 1 E ( 5 (- City C 0 reS State Zip - 3 1 " X70 Tenant /Lessee Name 1 f Phone # Z Address (where the work is being done) 0'a City Miami Shores Village County Miami -Dade Zip =a FOLIO / PARCEL # (� c l t ref i LA Is Building Historically Designated YES NO Contractor's Company Name _ h 1 OC� "1(1 7rL Phone Contractor's Address _ ISgo s T!>i6 oc- it City_ NA! YVNk State ) t yr ,::1c, Zip � \Z Qualifier Name Armr',na 7?-ems Phone # �Q State Certificate or Registration No. CC-7 C) to,�l 5�6_ Certificate of Competency No. Architect /Engineer's Name (if applicable) Phone # /alueof Work For this Permit $ Square /Linear Footage Of Work: pe of Work: ❑Addition ❑Alteration ❑New Repair, /Replace ❑ Demolition Describe Work: 0 r 5 O N e. 1 7� ' x xac ac is c is oc is is is iex xxi:ici:�:i:xxxie icxxxe iexi:xxi:xF ie is is is i:i: is is 9c i;�:'e exic 4e a'; �c �e r, 4e 4e ie a': a4 ie 9e a4 is iexie is ie irx a'c xic �c Eck Sub mittal Fee $ Permit Fee $ CCF Notary $ Training /Education Fee $ O • W Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Al Structural Review. $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection v ich occurs seven (7) days after the building permit is issued In the absence of such posted notice, the insp , on will not b e roi;kt4, and a reinspection fee will be charged. , _� a Signatur Signature 4��/4 Owner o ' Agent Contra or The foregoing instrument was acknow edged before me this The foregoi instrument was ackng before me this day of N o yj 20 O9, by 6 W �ut�cUC -V day of Q 20 Of . who is personall known to m e or who has produced who is perso who as produced _ ... 1►RY Pu As identification and who did take an oath. as identification N NOTARY PUBLIC: — � � i��� NOTAR UBLIC: ,' � EXPIRES:Septe17,2010 Bonded Thru DX%M tk" Sr" o'�sSlON E-r,��9s��`� Sign: Q J �� JSt6' 7, : Sign- Print: Pint: �c � �,4k1— ;WOE My Commission Expires: �* #1)1) 702 �ti %Q My Commission Expires: i •• ••• I •N •• Ic off e� ,��i— APPLICATION APPROVED BY: o�J Plans Examiner Engineer Zoning (Revised 07/10/07) 1111�f If' f�fflllllflllllf�lil�fl�llf��ffl�l UP 8k 27170 Ps 3821 ;; Qps; NOTICE OF COMMENCEMENT RECORDED 02/03/2010 14.'10'.02 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY nUVIN P CLERK OF COUNT filA I--DADE COUNTY: FLORIDA PERMIT NO. TAX FOLIO NO. I' 24 3 6 -(5 I t' 0OT LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: J_ 01 ' Z(-0 li A) Ik Afif 2. Description of improvement: Q Q Q.S — 1n! +'N A ►^� , ` 'ifi„ t M CM/ �- S l I1�{ 5 3. Owner(s) name and address: L- CO N �2 U Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 40 Q A)54_P_ t - k), 331Z 5. Surety: (Payment bond required by owner from contractor, if anyXATE QF FLORIDA, COUNTY OF 0AUE uur �w 111K . ,1 � that t 1s • tru"" es ° py or the a Name and address: s V t HEREBY r, ,�/ :3 m9ina i e in v+ Amount of bond $ 1 , AD 20 , 6. Lender's name and addre s: I l hand an' Oflic,al Se h r naoanwem�T H V Y U N rCAc n nfy rt p F� �cfcour�'` . 7. Persons within the state of Florida designated by Owner upon w�" o er ocu is m be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: a�c �� ,5 9. Expiration d to of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a di ent ate is p d) a ure of Ow er Leh Print Owner's Name Illl // Prepared by � Oa L P � Sworn to and subscribed before me this d x\` S � 10. • �� 5 �6, 20r 4 f'9F% D �1 fin) Zi, <' .moo �° r s Z* Address: rv . ( 2 7 z 713 Notary Public • Print Notary's Name )3 a' My commission expires: ' ' A. BenADA E 123.01 -52 PAGE 4 8/02 �� // �� • i 1 �ry PU�1C. �! \�� _ • 5�►ORES p = �i Miami shores Village logo overarm Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 OR�p Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -/JG f Job Name: 2009 Page 1 of 1 Building Critique Sheet L at WOE o 414 O 4et Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 ♦ SNoREs Gig Miami shores Village Building Department ALORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: W S 4 I-Gq- ATE: 4 I,. l q o q I , n On -- z- • Owne (p� � • Architect CC Picked up 2 sets of plans and (ot �m�e �S 1 2 /j Address: nd NE E I lX �c STI P- From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Depa ent to continue permitting process. Acknowledged b PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: J a MIAMaQADE' MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCOb "',, 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildingeodeonline.com 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 (AHD). 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" Outsw ng Aluminum French vW f s 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 O (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 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 xse its distributors and shall be available for inspection at the job site at the request oft * i n' • • This NOA consists of this page 1 as well as evidence sheet E -1 and app) a ditn me 4e above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E .. • i 074629.10 ° ' • • . • er 18, 2012 t� toper 18, 2007 Page 1 • . • . 0 • 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 ASTME- 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 "B.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " 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. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. shaq I. Chanda, P.E. . •' • • • V{gduct Control Examiner •. : • • NdRNo';07- 0629.10 '.' • • • hxp&at0n bctoVer 18, 2012 A§AroW Date:.detooer 18, 2007 E -1 . ... . NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS A. 318" 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 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7116" LAMI NOM. (.465') CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. D. 7116" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3116" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES SEE TABLES 1 AND 2 ON SHEET 2. NOA DRAWING MAP 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. TOPIC SHEET 3. CONFIGURATIONS X, O, XX XO OX, XXO J 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 GENERAL NOTES............ 1 SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE CONFIGURATIONS........... 1 REQUIREMENTS SEE SHEETS 8 THROUGH 10. GLAZING DETAILS........... 1 DESIGN PRESSURES...... 2 5. SHUTTERS ARE NOT REQUIRED ELEVATIONS .................... 3 6. SEALANT INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: VERT. SECTIONS ............. 4 TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. R S SECTIONS........... 5 PA 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH PARTS LIST ................... 6 S................... 6.7 VELOCITY HURRICANE ZONE (HVHZ). ANCHORAGE .................... 8 -10 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 93 93 • ( g4 • • • • • • • • • • EXTERIOR EXTERIOR • • 72 . 00: 0 , • . • • • • . • • 73 1/2" GLAS Lk 1f2" GLASS BITE S BITE Approved as complying with the 41, • • I ® ® Florida R.Wing Code : • • • • • • NO Dot GL'dn�rN • � A NOA# O O Z • • • • • • • • • • • ® 94 ® 9`T Miami Dnde Product Control • • • EXT. - 1/8" ANNEALED OR • � • • � • • • EXT. - 3/16" ANNEALED OR Dy 1 ye a _� C�wN • • .. • • • • • • HEAT STRENGTHENED GLASS HEAT STRENGTHENED GLASS • • • • • • .090 PVB INTERLAYER .090 PVB INTERLAYER • • • 0 . 0 • • • • • DUPONT BUTACITE OR DUPONT BUTACITE OR • • • • • • �� SAFLEX/KEEPSAFE MAXIMUM ® SAFLEX/KEEPSAFE MAXIMUM • • • • • • T. -3/16" HEAT STRENGTHEND GLASS /^ • • .. • • IN INT. -3/16" HEAT STRENGTHEND GLASS • • • • o . • • .402 ® .465 ® r • 0 3/8" LAMI NOM. 7/16" LAMI NOM. j / GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 1 .8v nr: OMr anrnrr l � { !' n.asmn PAWAlam 10707EC151OLOGYORIVE NOTES AND GLAZING DETAILS o1�2 F.K 4MQD7 B 1.Y4WYFXT. OFGIASS, OVSRALL THWVWSSANDGLASSe/TE NOKOW FL 34275 rAS 1 "°"�`' Am GLASS a r: DwToGLAaNGwrm ,AwGASSOEc.7w,REwSE Po ALUM. FRENCH DOORASIDELITES, IMPACT Robe L.Clnrk,P.E. F.K tW1.D7 A NOTE I, GLASS DESCRIPT. It ADD NOTE S. Uaan aY ar a Der NOKOMA FL 81274 VWb6 Rea,. nor: °f1° PE #39712 ftK 1/72U7 J.J. l v7 FD10! 1X 1 r 10 110 -1 B Structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: ® APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) ®1. GLASS TYPES: REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS A. 318" LAMI (1 /8' A, .090 PVB, 3116" HS) DOORS WITH GLASS TYPES A, B, C OR D B. 3/8' LAMI (118' HS, 090 PVB, 3116' HS) C. 7/16" LAMI (3/16" A-090 PVB, 3/16" HS) HEIGHT D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) X WIDTH XX WIDTH 6 - 79 3/4" 7 - 83 3/4" 873/4 913 1 80-953/4 , COMBINED DOOR &SIDE LITE WIDTHS FOR TABLE 1 OR 2. 3 37 1/2" 6° 71314" +75.01-75.01+75.01-75.01+75.01-75.01+75.01-75.01+75.01-75.0 ® MAX. OX/XO WIDTH = 73 1/2" MAX. OXO WIDTH = 109 1/2" O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A - MAX. XXO /OXX WIDTH - 107 314" 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX. OXXO WIDTH = 143 3/4' 36 1/8" +75.0 -75.0 -64.2 3. SINGLE DOORS 33 518" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE 36 3/4" +75.0 -75.01+74-91-74.91+70.41-70.41+66.61-66.61+63.1 -63.1 FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C OR D REQUIRED BY CODE. 363/4" -75.0 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR I SIDE LITES ONLY ® 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ® APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, 0)0(& OXXO EX. A FROM TABLE 1. (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) OXO WITH GLASS TYPE A REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES GLASS TYPES A, B, C OR D DESIGN PRESSURE = +67.6 If -67.6 PSF HEIGHT EX. B FROM TABLE 1. _ OXXO WITH GLASS TYPE A X WIDTH XX WIDTH 6 - 79 3/4" 7 83 314" 87 3/4" 91 3/4" 8 - 95 3/4" 68" WIDE It 85" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES 2 25 1/2" 4 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE = +70.4 / -70.4 PSF 271/2" 513/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX. C FROM TABLE 2. OXO WITH GLASS TYPE C • • • • 291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES • • • • • • • DESIGN PRESSURE = +43.6 / -43.6 PSF • • ` • • • • 6 11.1/2 5 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 • • • • • • • • 2 'V2" 54 63314' +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX. D FROM TABLE 2. • • • • • OXXO WITH GLASS TYPE C • 4SIN 35 /2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE z; +43.1 / -43.1 PSF Appl --k as .mapy „ +K" Uh tbe /2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 Ftur{ O WIDTH GLASS TYPES A, B, C OR D 6, FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH r c ' • • • • • • • • • • ® REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE Miami Dude Product Control • • . S`D�L�ITE 10 3/4- , +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT By 00 • . • . . • • • • • • • • • ` 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. • 000 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 s •s . • • • • • • ... 21 3/4" +64.5 -64.5 +61.0 61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 • .. • ^� • • ` • • • • 0 273/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 r i • • 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.01+34.01 _ +34.0 + e 4 v 34.0 34.0 34.0 -34.0 1 J i L t REVIe®TAME2.DE&OWPi MURM,wuaA1WWDNC . VERSION 10MTEwwaOGYOR a DESIGN PRESSURES FA 9H697 B IGaWMQt,4SSTYM 6MAX8GEBNJiC NOT�AAOD N07E8689 NOKOMl9 FL 3076 rr flt�esENOTEI,2 ax ADDNOTATiOWTOTASW1ANDI ALUM. FRENCH DOOR & SIDE LITES, IMPACT FX 8HM7 A REOUCEA14X 812E DESMPRESWREANDADJWr Ail. DPS FOR TABLE2 P.O. BOX 1Q22 Robert VCI.rk, P.E. naen BF lab Gur/a0 nut: NOKOMIS, FL SQ74 1J/�(,j�. B%noG1. a salt m r ea"a•NO +env PE #39712 FJC. 22W7 J.J. tY21Po7 FOfOf 1X 2 s 10 11005 -1 B structural I 73 1/2 "I' 36 � " y�SEE NOTE 3— Mme MAX " �f —SEE NOTE 3 MAX i I I I 49 49 ,' 1 41 (TYP.) 10 I I I E� �E Ef L/E 1 E E� �� j JE / E X O i O O X ACT JC INACT. 1 O SEE NOTE 4 OX OR XO SEE NOTE 4—"" OX0 SEE NOTE 4 SEE NOTE 4J� OXXO 41 SEE NOTE 4 7134" MAX. 36 3/4" MAX. 37112" 24 9/16" MAX. 33 5/8" MAX MAX. DLO (TYP) B- DLO (TYP.) G I 95 314" I I 49 MAX. 49 1 41 I G HT. • • • • 10 TYP. i \ 95 314" • • • • • I ® I MAX. • • • • • • • • • i 84 3/8" i 0 ® (TVP. ) MAX. 84 318 •�•••• •••••• ••••� I DO MAX" • TYP. DLO • • a • • • e I I (TYP.) DOOR a, rn,• •••••• • • • • • • • • • K81 i j DLO HEIGHT =HEIGHT -11 V8"& x A ie aT h icn�, • • • • • I / I DLOWIDTH'X' = DOOR WIDTH - 1215/16" 0. 7 , • • • • • • • • �r b� j J D C I C F F DLO WIDTH'XX' = DOOR WIDTH/2 -115116" • • • • • • • • • • I X X ACT. { X /NACT. O SIDE LITE • • • • • DLO HEIGHT = HEIGHT -11 3/8" • B DLO WIDTH =WIDTH-31/8" .. • • • • NSTES: • • • • • • • • S. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. / • • • • • • • 2 i FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. , • • 3. SIDE LITES OVERLAP')(' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO" XXO','OXX' AND'OXXO' CONFIGURATIONS. ! "' 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR'X' AND'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX DOOR = DOOR WIDTH/2 -4.079) ELEVATIONS SW r ww,e,w ,0701ECNNOLOD Fx s�1so7 a carraECr v>•vncAL aoaro FoRMUAS NoxoMls a 91275 TM AODDLOFORVAAASFONDOONANO BBIELIMADDDOONDLOMM. ALUM. FRENCH DOOR &SIDE LITES, IMPACT Robert L� lark, P.E. Fx &1447 A OENWYDE40BOLTAND SPECIFYXACT. AND WRY140T. F.C. amim9 0—lbr o,•.' GeY: MOKOMM FL 91271 Visibly Bette serve, •.re o,.waxs M' PE #39712 F.K 22W7 J.J. 8/21177 FO101 NT3 3 - 10 11005 -1 B Structural i 3 40 EXTERIOR INTERIOR 10 1 2 60 N i CLEAR COLORED SEALANT EXTERIOR INTERIOR 62 ® 63 i MAX. M�MAX. X• MAX. SIDE 62 DLO DOOR DLO LITE HEIGHT HEIGHT FmL • • •••• • **eg ' • • • • • Approved pa co'p'ying with the • ••••• •• SL VIEW G —G ",re 07 • • • • Fbrida Binding Cude • : •: CORNER ASSEMBLY M�m�DndeP •.... w• • �•••w• • •• ••• 12 • • ' • • "• • • • • 40 1.489 • • • • • •' •13 DOOR SECT. A SL SECT. B —B VERTICAL VERTICAL / R�BF ar: Rn•hir• - EXAMPLE EL VATIONS Gf l���ral F.K gnwtn B NOCN4NOE7F08SNEET NOKOAg3FL34275 R�.e. P.O. ,� ornrcNa ALUM. FRENCH DOOR & SIDE LITES, IMPACT Robert L lark. P.E. F.K dNlg7 A B XOWOOUBL ENOLLOWNEAO SECTMA7COFNERAS.ItOMY PE 8712 ommey Orr orr: MOKOW. FL UM Visibly Better s.rfc•i. Nrr a.e F.K 7 J.J. lIV7 FD101 1/2x 4 > 10 110051 B Sbuoturnl I 4 49 MAX.'XX' WIDTH ® MAX. � � MAX. DLO 'XX' SECT. C-C DLO 31 35 36 34 44 HORIZ. 46 45 5 32 20 MAX. 'X' WIDTH OEM I • INTERIOR .:Jnl - a ELU 11 EAEE: MAX. DLO 'X' SECT. D -D • • ° • 46 21 EXTERIOR • 5 HORIZ. •••••• °° • •• SPACING, SAME AS • • • • • • • • 67 JAMB ANCHOR SPACING MAX. SL WIDTH -►I • • MAX. SL WIDT (SEE SHEETS 7.8 AND 9) •••••• •••• • • • ° • • • • • Approved as complying with the • • • • • • • • • • as •• ida 62 Florda Baldin • • • • Date C • • • • ° ° • • ° • ° • Miami Dade Product Comm LM L • • Uiv bo ..... .. ... • 66 By qs4„ I. L�a.�� ...... • •• • •••••• M �MAX.� • ° • • • • • • �-. LO SEE TABLES 1 AND 2 AND DLO I/ • • • • • ° • • • • : DLO 22 NOTES ON SHEETS 1 & 2 66 62 62 FOR APPLICABILITY SECT. F -F • SL SECT. E -E SL S HORIZ. (DOOR W/ SIDE LITE) HORIZ. (SINGLE SIDE LITE) a Rw,a I.I�IF w.rwx a.atr.r � /y � 1070TECHNxasYMYS VERTICAL SECTI FL C/' J FX A'f°1)7 B No aiANf'7E 7'N13 51+t r. NOKOWS,175 I ''� P .O. ox f5 Z8 ALUM. FRENCH DOOR & SIDE LITES, IMPACT Rohert L. fork, P.E. FX. 1804W A AD0900R Ity31XUFr TO SECTIONEE& SINGE 310ELTFE'T03ECT. FF aaa: sw[ onar•rr arc PE 939712 nen, trr cvrcde oar• t1oKOMIS F1 '' ��"� B FOfOf 1/2c 5 d 10 11005 -1 8 Structural F.K zM07 J.J. 82W7 ITEM DWG # PGT# DESCRIPTION ITEM DWG # PGT# DESCRIPTION 1 9438 60411 FRAME HEAD 60 920D 6920D SIDELITE HEADER 2 1010 60300 WSTP.,Q -LON .190 X.375 HIGH 61 921D 6921 SIDELITE SILL 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 62 916B 60381 SIDELITE JAMB 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781POA #8 X 1.000 QUAD PN. SMS 5 938 7938X 2 PT. LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS (STOCKING #70998) 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS (STOCKING #70999) 7 7832X12FPXP 0-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH 66 934A 61641M SIDELITE JAMB ADAPTER 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 70 712653K SETTIING BLOCK, 3/32" X 1/4" X 1" W /PSA 10 952A 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK, 1/16"X 1/2" X 1" W /PSA 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD, 7/16" 12 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY #32011) 73 988 6988 BEAD, 3/8" 13 111004A 611004M OUTSWING THRESHOLD CHANNEL COVER 92 986 64986 BEAD, INTERIOR 14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 899,983 OR EQUIVALENT 16 11003A 411003A ACETAL SPACER. 140 (INHOUSE INJECTION MOLDED) 95 GLASS, 3/8" LAMI - 1/8" A_90 PVB, 3116" HS 20 915D 60380 FRAME JAMB (OUTSWING) 96 GLASS, 318" LAMI - 1/8" HS, .90 PVB, 3/16" HS 21 1010 6Q300 WSTP.,Q -LON .190 X.375 HIGH 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3116" HS 22 6608 66608M REINFORCEMENT, 1.000 X2.750 X0.650, 6061 -T5 98 GLASS, 7/16" LAMI - 3116" HS, .90 PVB, 311W HS 23 11140 78X112PSATS #8 X 1.500 PH SQ A T/S 102 11006A 41106- JACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 24 1048 71048 JAMB SCREW COVER CAP 1103 OFF -THE SHELF I DEAD BOLT LOCK 25 930 41721N STRIKE PLATE INSERT 26 1118 71OX34PFA #10 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRM0 IHINGE EXTRUSION 33 11178 71058FP W,B #10 X.625 PH. FL. SMS ' 504 34 913A 60378M TRUSS CLAMP 360 35 1130 6TRODA 5116 -18 THREADED ROD 0000 36 990 7990NUTA 5/16 -18 FLANGED HEX NUT • • • 37 38 914A 60379M WEATHERSTRIP CHANNEL O OUTSWING THRESHOLD • • • • • ++ • • 7834FPT #8 X.75 PH. FL. TEK 3 CHANNEL COVER • • 0000 79 99 70997 GASKET (BETWEEN PANEL HEAD /SILL &PANEL STILES) 6063-T6 • • • • + • • • • + • • • 40 1D 67924G JWSTP., .187 X.250 HIGH, FINSEAL + • • 410 9211 41720 ISLIDE BOLT ASSY. (INACTIVE PANEL ONLY) • 47 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS ••• + +• •• •• Approve- the • • • 4J 1Q12 7P30GG SILL DUST PLUG (INACTIVE PNL) Florida 0m41n Code • • + • • • • a 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) NO � o oA# 67- • • • • • + • • 45 9846 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) �2 750 Miami mde Ptodact Contort • + • • • 4 3 60200K WSTP.,Q -LON .190 X .200 HIGH D1 • + +• ++ • •+ 9'29 74UBLOK LOCK SUPPORT ASSY. (41707 &41708) B3 l 4u r� • • • 4 *484 7,119 7634F #6 X.750 PH. FL. SMS 1.000 • + + • • • • • • 8 FD2PTAY 2 PT. LOCK ASSY. + • • • 00 50 6R180FS RUBBER SLEEVE 650 • • 1 41721 STRIKE PL. INSERT (INACTIVE PANEL) 125 r?i� • • • • • + • 0 52 931 7FRSPX DEADBOLT STRIKE PLATE 22 TUBE MULL + + • + • • 6063 -T5 • • 53 1118 710X34PFA #10X.750 PH FL. SMS ,�✓ 54 957 70957X 55 1118 710 HANDLE STRIKE PLATE X34PFA #10 X.750 PH FL. SMS A.War oar. tamer tawanaaw �. 1070 TECFPIOLOQYDRNE PARTS LIST FX 9n"7 B NO CINNOETNISSMEET. NOKOMIS, FL 94M n` 'aw ° Fo eox /5?q ALUM. FRENCH DOOR & SIDE LITES, IMPACT Robe L. Ga k, P.E. f.K 6041117 A AWn EM103DEID SOLTAND 7INCTNE PANEL CNLr TO rrElw41. N;Wwf- � pMda4 Dalr NOKOMIS, FL 3074 Visibly Better .1 1bK PE #39712 F.R 2=07 J.J. 631ro7 FD101 1/2x 6 s 10 11005-1 B Scmewtat II 1.750 1.750 1.750 1.750 1.620 1.480 .050 .250{ 4.726 q,726 4.726 37 WEATHER 4,828 STRIP CHANNEL 4.000 .062 4.100 062 4.100 .062 4.675 062 3.000 050 6063 -T5 4,675 0.375 4.100 DOOR FRAME, 2 'Ll .125 2Q JAMB 6 DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL 6063 -T5 6063 -T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL HINGE 6063 -T5 6063 -T5 32 6063 -TS 500 1.578 3 1 F 655 3.111 I .1251 I _ 1.x.558 x.525 .890 1 .750 050 .683 ' 050 I 1.400 .050 883 050 .550 -1 L FILLER HEAD ADAPTER 34 TRUSS CLAMP I # 3/8" GLAZING BEAD 72 7116" GLAZING BEAD 3.000 1 Q 6063 -T5 6063 -TS 6063 -T5 6063 -T6 �-� - 3.100 • • • • 3.000 -j • • • • • • 1.479 6 , 1 SL JAMB 0 0000 0 • • • • • • 6063 -T6 •••••• • • •••• 1.272 1.479 • • • 5.459 5.212 830 pPproved • • 966000 as wi0h Ode • • • • • • • • • ,075 ,050 mngdd Goo** H7urid. Bu <diny Cude • • • • • *00 • Uale O[ 1 �'ZOO� • • • • • • • FRAME HEAD 6.085 NOAk ems c.L2 • • Mlumi Dale POOduct ontrvi • • 4.586 • • • • • 1 6063 -T6 .075 Diva • • By S N •••••• 2.980 •••••• •• • • .050 .750 • • • • • • • • .079 1.489 .050 • • •• • • 'Ir .•.•.. • . .4 9•• I •••••• 3.100� / • • • I 3.000 SL JAMB j OUTSWING THRESHOLD SL ADAPTER HEADER SL SILL 66 / 11 6083 -T6 sQ 6063 -T6 61 6063 -T6 6063 -T6 S W EXTRUSION PROFILES �. R ,B7 OLO 34275 E P T z F.K. 19.7 B NOCNANOE7IMBBNEET. NOKOM/S, fl.91275 u F.K 8H1,07 A ADD'DOOft 701TEM20aa.ASS BED DIM. rorrE.w9a 91, 11, 156 P.O. BOx,srB ALUM. FRENCH DOOR &S /DE LITES, IMPACT R AL. G.rk, P.E. p , q pyy NOKOMIA FL 91270 ° i/i' d1 p d i k •110 u.+MO.. win PE #39712 �- B "�' Fotot J/�C 7 d 10 11005 -1 B F.K. Z22007 J.J. 821/D7 Swctura1 I }- HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE ZONE "C "" ZONE "D "ZONE "D "� ZONE "E "" ZONE "D "ZONE "E "I ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19"x 83 3/4" SIDE LITES "B" AND a Q m oo ¢ m "E" ZONE ANCHORS FROM w w w w w w w w TABLE 7, SHEET 9. z X_ z z XX z z O z z XO OR OX z N N N R N R R N m m m m m m m m PLUS; 2 2 2 2 2 2 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: SILL __4 SILL SILL SILL SILL SILL TOTALS (4) TYPE 1 OR 2 ANCHORS ZONE "C" ZONE "D" ZONE "D" ZONE "E" ZONE "D" ZONE "E" EACH JAMB AND 2 +5 +5 +2 = (14) SEE TABLE 3., SHT. 9 SEE TABLE 4., SHT. 9 SEE TABLE 5., SHT. 9 SEE TABLE 6., SHT. 9 TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD '- ZONE f ZONE "F " - - t ZONE "D' "F " —t ZONE ZONE t "F "�20NE "F "� E E E E rx E m m Q 5o ao � co Lu • • • • • R OXO N R ( X XO OR OXX N R OXXO N • • • • • \ ` , ` � Ayyrnvcs xs ccro;:: aig Wilk 19e • ! • • • • • 'wide Bunting C e • • • • • • ! i • Uate OGT__ = == • ! ! • • • SILL SILL SILL SILL SILL Miami Dade Product o 11 1 • • • I• SILL I II SILL SILL I II I SILL SILL I Div oa • •• ZONE -- tZONE-1 }— —} ZONE rZONE� ___T_ - —1 ZONE } rGa ,yuep • • • • • • ZONE "F" ZONE "D" ZONE "F" ZONE "F" ZONE "F" »y_ -- • ! • • • • ! • E" SEE TABLE 7.. SHT. 9 E" SEE TABLE 7., SHT. 9 "E SEE TABLE 7., SHT. 9 "E • • • • • • • • • • ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 314 "H UNIT, • • • • WOTES: 71 314 "W 'XX' DOOR WITH 19 "W SIDE LITES (SEE SOLUTION ABOVE) • • ,. ROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 114" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS •!••!• • • • • • • � 2.AN HOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3 MIN. O.C. FOR CONCRETE): SEE EXAMPLE OJOCO ANCHOR LAYOUT ABOVE. • • JAMBS (ALL) 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 2D 718" MAX. O.C. l• 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. awes' o"r: awonr � t l� GV i CONFIGURATIONS , awn,. 7O7 NOKOA 1 FL 342 RIVE ANCHORAGE F.K 9N607 B NO CiNNBETW88HEET. NOKOMI8, FL 31275 Ill!/ Bow' CK4NGE WO'CR UrANCHORZONS FROM ' 70 M A00AACORTYM ALUM. FRENCH DOOR& SIDE LITES, IMPACT Rata L. Clark, P.E. F.K dMlA7 A 7D80LUTX W. P.D. BOX }628 9 p a te; NOXOM A a 3Q74 y J�jy BetYn.. a wt,wse °s` ea.e e,wgpw as PE #39712 F.K. 1l21N7 J.J. 8121N7 FD101 NT$ 8 s 10 11005 -1 B Structure) TABLE 3. X DOORS TABLE 4. XX DOORS TABLE 5.0 SIDE LITE TABLE 6. XO & OX TABLE 7.0X0, XXO, OXX APPROVED ANCHOR TYPES (ALSO X DOOR OF XO & OX) & OXXO 1.1/4" ELCO TAPCONS GLASS TYPES A, B, C. D GLASS TYPES A, B, C, D GLASS TYPES A, B, C, D GLASS TYPES A, B, C, D GLASS TYPES A, B, C, D ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1/4" ELCO SS4 CRETE -FLEX & SUBSTRATE 2,3, WODD 1,2, CONC & SUBSTRATE 2,3, WOOD 1,2, CONC & SUBSTRATE 2,3, WOOD 1,2, CONC & SUBSTRATE 2,3, WOOD 1,2, CONC & SUBSTRATE 2,3, WOOD 1,2, CONC MASONRY ANCHORS DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES "X'- 25.50 ")M'- 47.75 q "O" - 10.75 ")C'- 25.50 'X'- 25.5 3. #12 SCREWS (135) TO 37.50 TO 71.75 3 2 TO 36.75 TO 37.50 TO 37.60 L L a m a e L. J 4. ENCIRCLED ANCHOR U LL, U LLW JJ W W W' W W W W b w h W J W J J J "X)"- 47.75 J N J rn QUANTITIES IN TABLES 4 a n < m i a 55 < y m = = = = a m a AND 7 PERTAIN TO THE g a a a m m m a m ¢ m N yr N y m a a t- m a i- n 2w EXAMPLE ANCHORAGE tow w m TO 71.75 , a m m a a_ a a_ m a m a m a a m m a a m m o w m o s a ; a ; a u� 3` u� ; Q u� 3 g a a a a Q ? ? x w x w a w o w x �! SI LITE i SOLUTION ON SHEET 8. W W x x x x ' W -a,� $ i x - S x i 2 x x X WIDTH x HT. x x x= >< x x= WIDTH x HT. x x¢ x- x x c x WIDTH x HT. o 0 0 o WIDTH x HT. 0 0 x x O O x x WIDTH x HT. 0 0 X 0 0 X 25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 3 6 4111 1 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 F 4 2 H 10.75 x 79.75 4 2 4 2 83.75 5 2 7 4 2 3 83.75 5 4 7 t42 3 83.75 4 1 4 1 83.75 4 2 p 4 2 p 83.75 4 2 4 2 87.75 5 2 7 4 2 3 87.75 5 4 7 3 87.75 4 1 4 1 87.7 4 2 4 2 87.75 4 2 x 4 2 0 91.75 5 2 7 4 2 3 91.75 5 4 7 3 91.75 4 1 4 1 91.75 4 2 0 4 2 0 91.75 4 2 4 2 3 95.75 6 2 7 4 2 3 95.75 5 4 7 3 95.75 4 1 4 1 95.7 4 2 0 4 2 C' 95.75 4 2 0 4 2 27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 0 4 2 0 12.75 x 79.75 4 2 O 4 2 O 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 a 4 2 v 63.75 4 2 4 2 J 87.75 5 2 7 4 2 3 67.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 2 4 2 !j 87.75 4 2 m 4 2 m 91.75 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.75 4 2 f 4 2 a 91.75 4 2 S� 4 2 95.75 6 2 7 4 2 5 95.75 6 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 f 4 2 95.751 4 2 y 4 2 a 29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 9 4 2 19.00 x 79.75 4 3 LL 2 LL 83.75 5 2 8 4 2 3 63.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 co 4 2 a) 83.75 4 3 0 4 2 0 87.75 6 2 8 4 2 5 87.75 [64 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 3 E 4 2 87.7 4 3 p = o 4 2 p = p 91.75 6 2 8 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3= 4 2= 91.75 4 3 F 4 2 N 95.75 6 2 8 1412 5 95.75 B 4 3 5 95.75 4 2 4 2 95.75 4 3 � 4 2 j 95.75 4 3 0 4 2 0 31.50 x 79.75 5 2 8 1412 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 3 � 4 2 p 21.75 x 79.75 4 3 4 2 w 0900 83.75 6 2 8 4 2 5 83.75 5 5 8 4 2 3 83.75 4 2 4 2 83.75 4 3 6 4 2 83.75 4 3 0 4 2 0 • • •••• 87 •• .75 8 2 8 4 2 5 87.75 6 5 8 4 3 5 87.75 4 2 4 2 87.75 4 3 w 4 2 w 87.7 4 3 g 4 2 a •••••• •••• • Y1.75 6 2 8 4 2 5 91.75 6 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 z 4 2 91.75 5 3 m0 4 2 w • • 0000•• • • X5.75 7 2 10 4 2 5 95.75 6 5 8 4 3 5 95.75 5 2 4 2 95.75 5 3 w 4 2 w 95.75 5 3 6 4 2 ci • •••• 3 X50 x 09.75 6 3 8 4 3 3 83.75 x 79.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 31 4 2 31 27.75 x 79.75 5 3 m 4 2 m • • • •••• 63.75 6 3 8 4 3 5 63.75 6 5 8 4 3 5 83.75 5 2 4 2 83.76 5 3 p 4 2 p 83.75 5 3 4 4 2 Q •••••• •• •• X7.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 Q 4 2 Q 87.75 5 3 f 4 2 ' '� xs a mplYing with the • • • s • • Florid>t Bm,i Tnf�Cu ••••• • • • • 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.75 6 3 `" t 4 3" 91.75 6 3 W 4 3 fe byte L Oo • • 010.1• LL LL NOA# n7_n ••••• •• • 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.75 8 3 ap 4 3 m 95.75 6 3 01 4 3 q Miami Dole Product Control • •• 9.75 6 3 8 4 3 5 67.75 x 79.75 6 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.75 6 4 H 4 3 H 36.13 x 79.75 6 4 Di is w 4 3 w • • • 1 � •••••• • •• ••• 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 6 3 4 3 83.75 6 4 0 4 3 22 83.75 6 4 2 4 3= • • • •••• •87.75 6 3 8 4 3 5 87.7 6 5 8 4 3 5 87.75 7 3 4 3 87.75 7 5 LL 4 3 LL 87.75 7 5< 4 3 •�•••• •• • • x 7 3 10 4 3 5 91.7 7 6 10 4 3 5 91.75 7 3 4 3 91.75 7 5 0 4 3 91,75 7 5 4 3 w • •• •• • 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 v 4 3 v 95.75 7 5 = 4 3 0 ••••• • 31.50 3179.75 6 3 8 4 3 5 71.75 x 79.75 6 5 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 4 4 3 Q 36.75 x 79.75 6 4 2 4 3 0 ••••• • 83.75 fi 3 8 4 3 5 83.7 6 5 9 4 3 5 83.75 6 3 4 3 83.75 6 4 m 4 3 m 83.75 6 4 W 4 3 W/ f • • 87.75 7 3 10 4 3 5 87.75 6 5 9 4 3 5 87.75 7 3 4 3 87.75 7 5< 4 3 < 87.75 7 5 4 3 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91.7 7 5 31 4 3 31 91.75 7 5 4 3% U/ 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 p 4 3 p 95.75 7 5 4 3 I [ _ t 1070TEOHNOLOOYMNIAE ANCHOR QUANTITY LOAD ZONE TABLES f.K twain B NO CM4NOE TM SHEET. NOKOJIM FL 31275 t� 1 • ALSOUSENYTABL8- SOTABLEI..'D CW40E TAKE 6. WAD ZONE � ALUM. FRENCH DOOR& SIDE LITES, IMPACT Robe L. desk, P.E. F.K NiL07 A 'C'TO'WANO REFERENCE AOO TO ANCHOR TYPE& P.O. BOX 1529 tyre q- t>rt,: Oeaiaa By oeW NOKOMIB, FL 9x270 Visibly Better a.trfes. e.r Mut 4.Maev. ,er #38712 F.K. 2/?7A77 J.J. &21/07 FDfOf 111A 9 a 10 11005 -1 B Structure) 2X WOOD 1 314" 1 3/4" 2X WOOD 1 314" 1 314' MIN. E.D. BUCK, NOTE 2 3.4 KSI MIN. CONC. � E.D. MIN E, BUCK, NOTE 2 1 3.4 KSI MIN. CONC. • 1X WOOD BUCK, NOTE 2 1 3/8" TYPE I IX WOOD 1 3/8" TYPE 1 1 3/4" TYPE 2 M 13/4"l _YPE 2 ti 1a. 1 3/8" BUCK, NOTE 2 1 3/8" 'MIN. MIN. t 1/4" MAX, 114" MAX. SHIM 1/4" MAX. 1'4" MAX. SHIM WOO SHIM SHIM CONC. T PE20R3 , ANCH A D H R CONC. EXT. WOO EXT_ EXT. NOTE I Y ANCHOR, I ANCHOR, NOTE 1 1 1/4" TYPE I TYPE 2 OR 3, NOTE I OR DOOR HEAD (WOOD) DOOR HEAD (CONC) 1 3/8' TYPE 1 (CONC) 2 (CMU ) INOTE NOTE 1/4"M 1 3/4" TYPE 2 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1 318" 1/4" MAX. SHIM MIN. 1 1/4' TYPE i OR 2 (CMU) SHIM SHIM 1/4"MAX. SHIM 1/4" MAX. 1 3/8' TYPE I (CONC) . .... . T 1 3/4" TYPE 2 (CONC) 1 3/8" MIN. 4"MIN. E.D. 1 3/4" WOOD SHIM C 3/ 1 CONIC. MIN. E.D. ANCHOR ANCHOR, I �l I � ..t. ON CONC rr NOTE 1 STAGGERED ANCHOR CENTERS, ON 1.5 KSI MIN. CMU OR TYPE STAGGERED WOOD 3.4 KSI MIN. CONC. 2 OR 3, CENTERS. ANCHOR 314" MIN. E.D. , "MIN. E.D. n TYPE NOTE NOTE K, t— 2X WOOD EXT. 2 OR 3, 7 , — NOTE1 EXT. 1X WOOD BU I - 2X WOOD .5 KSI MIN. CMU OR BUCK, NOTE 2 NOTE 2 3.4 KSI MIN. CONC. BUCK, NOTE 2 IX WOOD BUCK, NOTE 2 EXT. DOORJAMB(WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE1 WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE I IX WOOD EXT EXT. BUCK, NOTE 2 EXT_ EXT. NOTE 3 A 0000 1/4" MAX. 1/4 SHIM SHIM " MAX. 1/4" MAX. ?/__1/4. MAX SHIM 1 3 /8" TYPE 1 00 00 1 3/8" MIN. TYPE 2 13/8"MIN. j - 13/4 3/8 1 • 3.4 KSI MIN. -1314"TYPE2 900*00 1 34" 3.4 KSI MIN. CONC. CONC. • Fl.,ld. B.,Jmg C", 2X WOOD BUCK, NOTE 2 MIN. E.D. 2X WOOD BUCK, NOTE 2 1.— 1 314" 0- 6 CT f k' Zob 009:00 • • o :.QOOR SILL (WOOD) DOOR SILL (CONC) MIN. E.D. A SIDE LITE SILL (WOOD) 00*00 0 0000 SIDE LITE SILL (CONC) :0040: jjQjEs: • , 1170 CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8" MIN. (TYPE 1) OR 114' SS4 0 FO EMBEDDED 1 314' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER Or ANCHOR TO CONCRETE EDGE IS 1 3/4'. FOR WOOD INSTALLATIONS USE •►It SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8' MIN. (TYPE 2). 00 • 00 • 2.)WQOD BUCKS DEPICTED AS 1 x ARE LESS THAN 1 1/2' THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS lo 000000 • • DEWTED 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 • 00 • 0: 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. i VA 1070TECHNOLOOYDRrVE ANCHORAGE DETAILS FX WISP 6 NO CaNAMYOWE TM WWaVIA FL 91215 ! TYPE182EUMD ONCOMDETM4 3PSaTYFE2d30NMW &.EC. lc;_ — ALUM. FRENCH DOOR & SIDE LITES, IMPACT R L. CLark, P.E. F X W14W A DETALS, ADD AN04OR ii�6 TO NOTE 1. P.O. 09x l5n PE #39712 wawa I �'. �- a..way - — NOKOUS, FL 30274 v4dbly &a., j 1�10 - 1 T 11005-1 1 1 F.K. 22M7 J.J. 121/07 FD/01 B S tructural MIAMIOADE MIAMI -DADE COUNTY, FLORIDA i Mki NNW METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade.zov/buildingcode 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 740 Aluminum Projected Window.— L.M.I. APPROVAL DOCUMENT: Drawing No. 7052 -7, titled "Alum. Projected Window, Impact', sheets 1 through 11 of 11, prepared by manufacturer, dated 02/24/03 with revision "C" dated 09/02/08, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 rite at the request of the Building Official. This NOA revises and renews NOA # 05-1129.14 and colsis"o$tl$s age 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. - * : : : : : - - 0 - The submitted documentation was reviewed by Manuel Perez, P.E. - - .. . . ... ... ... .. . . . . - ' . NOA No. 08- 0709.16 o . . . . . MIAMI -DADE COUNTY ' ' . "• . ' . . . Extiratl n Date: November 06, 2013 o 1 I Approval Date: October 30, 2008 ... . . - ... Pagel - . .. .. - . . .. .. ... . . . ... - . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 7052 -7, Sheets 1 through 11 of 11, titled "Alum. Projected Window, Impact ", dated 02/24/03 with revision C dated 09/02/08, prepared by Mfr., 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 an aluminum projected window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3728 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0514.10) 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 an aluminum fixed window mulled to a projected window with 9/16" HS laminated, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3724 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0514.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 11/21/05, prepared, signed and sealed by Lucas A. Turner, 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 de Nemours & Co., Inc. for "DuPont Butacite ® PVB Interlayer" dated 01/05/06, expiring on 12/11/10. .. ... . . . . . . . . .. . . . ... . u .. .. �. Manuel Pe E. ' ' • Product Control xam' er . ' NOA No. 08- 9.16 .... . .. .. . Expirat;n Date: November 06, 2013 Approval Date: October 30, 2008 . . . . . . . . . . 0% . .. .. . . .. .. . . . 0% . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated 5/12/03, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated 5/12/03, signed and sealed by Lucas A. Turner, P.E. 3. Statement letter from original engineer stating that there are no changes to the product and that it conforms to the FBC, dated 6/26/08, signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.10, issued to PGT Industries for their Series CA- 740 Aluminum Projected Window — LMI, approved on 02/23/06 and expiring on 11/06/08. . . • • • . . .. . •• ••• •• • • • .. . . ... . .. Manuel Perez , . . . . •product Control Exa in ' NOA No. 08 -070 . . . . . . . . . . . •.. . Expiration Date: November 06, 2013 Approval Date: October 30, 2008 E -2 .... . •..•.. . • • . . • • . • . . . .. •. . • . .• •. •.• • . . ..• . • NOTES: LARGE MISSILE WINDOWS NOA DRAWING TABLE OF CONTENTS 1. GLAZING OPTIONS: CONFIGURATION OPTIONS SHEET A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1!8" NOTES ............................................. 1 GLAZING DETAILS .......................... 2 ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. O ELEVATIONS .... ............................... 3 B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" DESIGN PRESSURE TABLES........ 4-6 HEAT STRENGTHENED GLASS Wi AN .090 INNER LAYER OF X SECTIONS ........ ............................... 7 -8 SOLUTIA OR DUPONT PVB. — CORNER CONSTRUCTION............ 9 C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" EXTRUSION PROFILES .................. 9-10 ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED PARTS LIST ...... ............................... 10 GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. ANCHORAGE ... ............................... 11 D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB, E. 13/16'1.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED GLASS COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED COMPONENT COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH © AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X. PROJECTED WINDOW MAY ALSO BE USED WITH THE CASEMENT FIXED WINDOW IN OX CONFIGURATION, FOR FIXED WINDOW DETAILS PLEASE SEE SEPARATE MIAMI - DADECOUNTY NOA. 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. 4. gRN(IIIJAGE: THE 33 113°x6 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. • .e.ee • • • • f —%31 S ETS 3 AND 11 FOR ADDITIONAL ANCHORAGE INFORMATION. . • • � JAMEO � "X ": MAK. 8" FROM CORNERS e 00000 JfY1YtA " VX ": MAX. 4" JROM "0" CORNERS •. • (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY • • • • • • • • • • MAX a T' ON EACH SIDE OF MEETING RAIL . • •; • • • t* FROM "X" CORNERS 0000 W. 2I• FROM CORNERS • • • • • MAi* 48" SPACING a+<rtmpif:s,; 7r!9A S'neI�64 e.seee e . e (2).f1NGFiORS 3" APART AT MID -SPAN 0:0000 • �ee.' A SH ET 11 FOROf'P ROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD !3 e APPLICATIONS.TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 4 THROUGH 6. SEE SHEETS 4 THROUGH 6 FOR DESIGN ss 00 0000 PRESSURE LIMf4ttIOSS WHEN ANCHORING WITH #12 SCREWS. t�s ^sm3tRt�eNr.9 ee.e. 5. WT i R REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3724, FTL -3727 & FTL -3728. 1-11 r F.K eV[NVS A REMOVE ro' OPTION PER WMFWIOE 1070TEClMDi00YDRNE >� NOTES AND TABLE OF CONTENTS FA iQHBA% 8 REMEDPNOTE9ANDMRMIORAOENOTE4 NOKW8, FL 91MT6 r.r ALUM. PRO WINDOW, IMPACT D.O. 08 C MODIFIED NOTE P.0. 80X 1648 Lunt A,'I4mtr, P.E. F.K. w zaG9 0 ,, . NoKaMes Ft U214 Vlrtbly Berner ""' o NTS 1 + 11 �- 70.52 -7 C ult�gwnlaj 1/8" ANNEALED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER OR HEAT STRENGTHENED 1-1/8" HEAT STRENGTHENED GLASS GLASS � 50 45 46 .65" NOM. NOM. 49 NOM. 55 GLASS BITE 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS 40 3/8 "AIR SPACE 090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS OUTSIDE 64 50 9 5/16" LAMINATED 57 .65" NOM. GLAZING DETAIL GLASS BITE 090 SOLUTIA 40 OR DUPONT PVB INNER LAYER 3/16" ANNEALED OR OUTSIDE 3/16" HEAT • "; HEAT STRENGTHENED GLASS �.— STRENGTHENED •. • • • • :(F' 64 GLASS 13/16" I.G. : :**G o o .0 00:0 9. ��t�r�J ( D — GLAZING DETAIL •:•s• •• •• •s •• 56 . 65" NOM. • s 0 s GLASS BITE ...•. • . 000::0 • • 40 0000•• 1 '3`a'. •. • • • • • OUTSIDE • 0 •• • •• ^ 0:000• • • w Div •••s•• G 50 7/16" LAMINATED GLAZING DETAIL F.IC ' Mmw A ADD"OVrSIDV TATON f070T6CHNO1.oDY GLAZING DETAILS j r. F.K �cvtnms a NO CHANGE THIS SHEET rooXaMa s,FLSr21s = ALUM. PROJECTED WINDOW, IMPACT D.O. 0540ZiV8 C NO CHANGE THIS SHEET P.O. SOX Im _ Lunn A. 7urt�r, P.E. F.K. 4A79 or Hallos' fl ��� V4ibfy Bette '" NT$ 2 • 11 w.w.w 7052 -7 G` P W II ANCHOR LOCATION TYP. PLEASE SEE SEPARATE MIAMI -DADE COUNTY NOA FOR CASEMENT FIXED WINDOW 1 1/2" / CENTERLINE ANCHOR LOCATION TYP. 1 1/2" 6O" MAX. WIDTH 7" 4" MAX. I 7" 3 MID -SPAN ANCHOR DETAIL 59 iii f /� (SEE SHT. 1 NOTE 4) MAX FIXED 4" MAX. MEETING RAIL DETAIL (SEES T. 1 NOTE 4) m ni;i l ilt viii I iii4 d ni ni i� / it —_ ` 973/8" - - - - - -- - - -- —� MAX. 60" MAX. WIDTH rmr HEIGHT " 53 MAX. � , SEE Y • • 38 318" DAYLIGHT •; •• • • RAIL DmMIL \ MAX. 31 3/8" MAX. OPENING �• s 0000•• X\ VENT DAYLIGHT 8 " \J T f66666 •• . •. •. — OPENING 383/8 "MAX. • • • s SEE HEIGHT - 7 • • • • • 8" IMAX. • • • • • • MID -SPAN 31 3/8" MAX. 0000 6 •• 6• �+ �v«s vae • 6 ---- • ANCHOR ,r • • • J6 I r 6 i 6 • 1- --�I 13" MAX. O.C. DETAIL X D AYLIGHT OPENING 1 'ra$RrM04 •60660 � � ` — • • 4 "� 0000•• TYP. (4) 00060 0 0 6 • • • • • • i 8" MAX• • • • • VLtVATION "A" - "OX" ;mw 00 6 •• (SE�SW ZS 5 & 6 FOR PRESSURES) . �---+ �- 13" MAX. O.C. 009000 • • • W. MAX. ELEVATION "B"- "X" (SEE SHEET 4 FOR PRESSURES) ow.pbre FK Mm A REMOVE"O'ELEV ELEVATIONS ,O, a TEGWNOLO0 F.K � ta,aos a NO CNAIaOE naffs st,EEr raatoM,s, FL 3 4276 "w W. oaroaros c �ONENM RSWVED V REFERENCES P.O. eox ALUM. PRO WINDOW, IMPACT Luw wru+�• , P.E. OASHWAU'O• C NOKOUK FL 30274 Visibly B"rrer � � NTS 8 • 11 � � 7052 - 7 (, F.K. 0274A73 COMPARATIVE ANALYSIS TABLE 1 . "X" WINDOWS TEST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTION: A. 5/16" LAM/ 1/8 "A,.090,1 /8 "HS FTL - 3727 VENT HEIGHT 17.000 1 18.000 21.000 24.000 26.000 30.000 33.000 36.000 1 37.000 38,375 24.000 A 70.0 1 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 1 -75.0 70.0 -75.0 70.0 1 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 26.500 A 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 -75.0170.0 -75.0 70.0 -75,0 = 30.000 A 70.0 -75.0 70.0 -757 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 36.000 A 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 -73.7 70.0 -70.4 37,000 A 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 -71.2 e- 43.000 A 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 68.2 -88.2 60.4 -80.4 59.0 -59.0 57.2 z 48.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 1 -75.0 70.0 -75.0 68.4 -88.4 59.4 - 59.4 54.3 -54.3 52.8 -52.8 51.1 -51.1 53.125 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 1 -75.0 70.0 -75.0 60.6 - 60.6 54.8 -54.8 48.8 -48.8 47.2 -47.2 45.5 -45.5 57.000 A 70.0 -75.0 70.0 -75.0 707 70.0 1 -75.01 70.0 -75.0 58.5 -58.5 51.0 - 51.0 44.8 -44.8 43.5 -43.5 42.1 X2.1 60.000 JA 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 1 -75.01 70.0 - 72.9 56.2 -58.2 47.5 -47.5 42.2 -42.2141.1 1 -41.1 39.7 1 -39.7 GLASS OPTION B. 5/16" LAMI (1 /8 "HS,.090,It8 "HS) FTL -3727 ALL THE ABOVE SIZE COMBINATIONS 70.0 -75.0 GLASS OPTION C. 7116" LAMI (3/16 A,.090,3/16 "HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS 70.0 -90.0 GLASS OPTION E. 13116" I.G. (1 /8"HS, 318" SPACE, 5116 LAMI W/ 1 18 "HS & 1/8 HS) FTL -3728. ALL THE ABOVE SIZE COMBINATIONS 70.0 -75.0 MO�fESt • • • •: 1 rORYNSTACLAfibNS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO ' . e 1T4' UPCONS OR V4" SS4 CRETE -FLEX ANCHORS. 21FIASTALLQNG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. ftvww Dow • si auci�iy.',;.y wEdC 1:5e *'iard9q • • • • • 8+�: ' Tcadesiv QJF4N •••.•• EtxLmv • . MW " NO WDA&T1�SHEET �aTOrE ooro� . DE..... PRESSUR *)r WINDOWS am ' FA I MM B REVlBEDANCIfORAOEANDNOTE NOKOWMAn 4276 TM' f; ALUM. PROJECTED WINDOW, IM PACT D.O. OWM C IVO CHANGE THIS 81#ET P.O. BOX f3?D Luca A Tunwr, P.E. O/r vl w NOKaW R 342/4 Visibly Hagar "7 b.m o.we•> ^ _ A 00 01 FK 07/74N3 cAT4o NT5 4 r 11 7052 -7 V COMPARATIVE ANALYSIS TABLE 3 . "Ok UNEQUAL LITE WINDOWS TEST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTIONS: A. 5/16" LAMI (118 A,.090,1 18"HS) FTL -3727 B. 5/16" LAMI (1 /8 "HS „090,1!8 - HS) FTL -3727 C. 7/16" LAMI (3/1 j'A,.090,3/16 "HS) FTL -3724 E. 13116" I.G. (1 /8 "HS, 3/8" SPACE, 511W LAMI W/ 1 /8 - HS, 1 /8 "HS) FTL -3728 VENT HEIGHT UP TO 26.000 30.000 FIXED HEIGHT A 70.0 -75.0 70.0 25.0 70.0 -75.0 70.0 1-75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70. -75.0 0 24.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •75,0 70.01-75.0 70.0 -75.0 C 70.0 90. -0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,01-90A 70.0 -90.0 A 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -70.8 70.0 -75.0 70.0 •75.0 70.0 75 0 70.0 -75,0 70.0 -75. 70.0 -70.8 X 26.500 B, 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70. 75.0 C 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 A 70.0 -75.070.0 75.0 70.0 •75.0 70.0 75.0 83.9 -63.9 57.0 7.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 63.9 -63.9 57.0 -57.0 30.000 B,E 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 7 75.0 70.0 75.0 7576 -75.0 70.0 -75.0 70.0 -75.0 C 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 -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A 70.0 -75.0 70.0 -75.0 70.0 -70.4 59.2 -59.2151.1 -51.1 43.0 -43.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 59.2 -59.2 51.1 -51.1 43.0 -43.0 38.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 -75.0 70.0 =-5 70,0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 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 A 70.0 -75 75 .0 70.0 -.0 67.9 -87.9 57.8 -57.8 49.9 -49.9 41.9 -41.9 70.0 -75.0 70.0 -75.0 87.9 77.9 57.8 -57,8 49.9 -49.9.41.9 -41.9 37.000 BE 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 76.0 •75.0 70.0 -75.0 70.0 -75.0 C 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 70.01-90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 A 70.0 -75.0 70.0 -71.1 57.2 -57.2 80.7 •80.7 52.6 - 52.6 44.4 -44.4 70.0 -75.0 70.0 -71.1 57.2 -57.2 60.7 -60.7 52.6 .52.6 44.4 -44.4 = 43.000 B,E 70.0 -75.0 70.0 -75.0 70 0 -75.0 70.0 75 T O _ 7T0 _ 0 -75.0 70.0 •75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 7070 -75.0 70.0 -75.0 70.0 -75.0 r C 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 A 70.0 -75.0 61.8 -61.8 51.1 -51.1 54.4 - 54.4 48.8 -48.6 41.0 -41.0 68.4 -88.4 61.8 71.8 5 .1 -51.1 54.4 •54.4 48.6 48.6 41.0 -41.0 48.000 B,E 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 -76,0170.0 -76.0 70.0 •75.0 C 70.0 •90.0 70.0 -90.0 70.0 -90.0 70.0 •90,0 70.0 -80.9 68.4 -68.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -80.9 68.4 -88.4 A 70.0 - 75.0 56.8 -56.8 45.5 -45.5 49.1 _49.1 44.3 -44.3 38.7 •38.7 60.6 -60.6 56.8 -56.8 45.5 -45.5 49.1 -49.1 44,3 -44.3 38.7 -38.7 53.f 7 .7 - EE 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 '•75,0 70.0 7 75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.01-78.0 70.0 75 -.0 70,0 -75.0 70.0 -75.0 • • • • •C 70. 0.0 -90.0 70.0 -90.0 70.0 -85.9 70.0 -71.2 60.91-60.9 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -85.9 70,0 -71.2 60.9 7 80.9 •••••• • • • • • A 70.0 .75.0 63.8 53.8 42.1 42.1 45.5 45.5 41.2 41.2 37.3 -37.3 58.5 58.5 - 53.8 -53.8 42,1 42.1 45.5 45.5 41.2 -41.2 37.3 37.3 • • • • • • E7 QOQ E 70. 75. 75.0 0.0 -75.0 70.0 -75.0 70.0 -0 70.0 -75.0 70.0 -74.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 • C 70.0 -90.01f0.0 -90.0 70.0 -90.0 70.0 •79.3 66.7 56.9 -68.9 70,0 - 0.0 70.0 -90.0 70.0 -90.0 70.0 -79.3 88.7 88,7 56.9 -58.9 • • A 70. 4 -50.4 39.7 -39.7 142.81-42.8139.2 -39.2 35.9 - 35.9 56.2 •58.2 50.4 -50.4 39.7 -39.7 42.6 42.8 39.2 -39.2 35.9 35.9 w�outicT E�yp�s® • • • • • • 60.006 ,E 70. 0.0 -75.6170.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 -71.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -71.8 sa sa g'i�'Sa; whli lbe 710fr.tq • • 91�latwrt,:re:. • • • • • • C 70.0 • 470.0 -90.Q 70.Q -90.0 70.0 •74.8 83.3 83.3 54.0 -54.0 70.0 90.0 70.0 -90.0 70.0 -90.0170.0 - 74.8 83.3 83,3 54.0 -54.0 ve ?.nrap „s • • GLASS OPTION D. 7f18" LAMI�(3I18 "H3,.090,3H8 "HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS 170-01-90.0 DIV • ...... NOTES: ...... .:.... 1 ^ 05 S INiTAL T I�OM IN W D O R CON RETE TO S,THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1 2. IPMULLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. FK 92M A NO CHANGETHMSHEET ��� �,�� DESIGN PRESSURES 'OX'WINDOWS �mr F.K iQHiYD6 B REYMEANCHOR40EANDNOTE AVAU,R FL X22 ALUM. PROJECTED WINDOW, IMPACT P.E. D.Q pW2QB C NO L7{ANQE 7ME EHEET P.0. Box is" y,�rwe or.r•w ,r„ Luw "M , F.K. 4A73 "" NOKaW,, FL 3 aT'4 voi* Beam NTS b a 11 7052 -7 C MW�rYal COMPARATIVE ANALYSIS TABLE 4 . "OK UNEQUAL LITE WINDOWS TEST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTIONS: A. 6116 LAMI (1 /8 A,.090,1 /8"HS) FTL -3727 B. 5116" LAMI (1 /8 "HS,.090,1 18 "HS) FTL -3727 C. 7/16" LAMI (3/16"A,.090,3/16 "HS) FTL -3724 E. 13116" I.G. (1 /8 "HS, 3/8 SPACE, 6/16" LAMI W/ 1 /8 "HS, 118 "HS) FTL -3728 VENT HEIGHT 34.000 38.375 FIXED HEIGHT 000 1 32.000 38,375 44.000 1 50.625 59.000 26.000 1 32,000 1 38.375 44.000 1 50.625 59.000 A 70.01-75.0 70.0 -75.0 70.0 -75.0 70.01-75,0 70.01-75.0 70.0 -75.0 70,01-75.0 70.0 1-75.0170.0 -75.0 70.0 -75.0 170.0 -75.0 70.0 -75.0 24.000 B,E 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 i 70.0 25.0 70.0 -75.0 0 C 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 40.0 70.0 7 90.0 70.0 -90.0 70.0 -90.0 70.0 790.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A 70.0 -75.0 70.0 - 5.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -70.8 70.0 -75.0 70.0 -75.0 70. 75.0 70.0 75.0 70.0 75.0 70.0 -70.8 26.500 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -T5.0 70.0 -75.0 70.0 -75.0 70.0 •75,0 70.0 -75.0 70.0 -75.0 X C 70.0 -90.0 70.0 -90.070.0 -90 70.0 7 90.0 70.0 7 90.0 70.0 -90.0 70.0 -90.0 76 - o 4076 70.0 -90.0 7076 -90.0 70.0 -90.0 70.0 -90.0 _ A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 63.9 -63.9 57.0 -57.0 70.0 -75.0 MO -75.0 70,0 -76.0 70.0 -75.0 63.9 -63.9 57.0 -67.0 30.000 B,E 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0170.0 -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 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 7010 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 A 70.0 -75.0 70.0 -75.0 70.0 -70.4 69.2 -59.2 51.1 -51.1 43.0 43.0 70.0 -70.4 70.0 -70.4 70,0 -70.4 59.2 59.2 51.1 61.1 43.0 X3.0 36.000 6,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 790.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 A 70.0 -75.0 70.0 -76.0 67.9 -67.9 57.8 -57.8 49.9 -49.9 41.9 -41.9 67.9 -87.9 87.9 87.9 87.9 87.9 57.8 -57.8 49.9 X49.9 41.9 X1.9 37.000 8,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -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 -9 0.0 70.0 -90.0 70.0 -90.0 70.0 X90.0 A 65.5 -85.5 65.5 -85.5 57.2 -57.2 60.7 -60.7 52.8 -62.6 44.4 -44.4 57.2 -57.2 57.2 -57.2 67.2 57.2 57.2 57.2 52.6 52,6 44.4 -44.4 43.000 8,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -7 .0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 -7S.0 70,0 -75.0 C 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.8 70.0 -90.0 70.0 -90.0 70. -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 A 57.5 57, 5 57.5 57.5 51.1 -51.1 54.4 54.4 48.6 -48.6 41.0 -41.0 51,1 -51.1 51.1 -51.1 51.1 51.1 51.1 51.1 48.8 -48.6 41.0 -41.0 48.000 _ FE f0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76A 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 C .70.0,-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 80.9 88,4 88.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 80.9 68.4 -68,4 A 152.71-52.7 52.7 52.7 45.5 -45.5 49.11-49.1 44.3 -44.3 38.7 -38.7 45.6 -45.6 45.6 -45.5 45.5 45.5 45.5 -45.5 44.3 -44.3 38.7 38.7 53.126 B,E 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -7570 70.0 -75,0 70.0 -75.0 • • • C 70.0 90.0 70.0 90.0 70.0 90.0 70.0 -85.9 70.0 -71.2 80.9 60.9 70.0 -90.0 70.0 -90.0 70.0 70.0 65.9 70.0 -71.2 60.9 -60.8 • • • • •A 48.6 -48 48.6 -48.6 42.1 -42.1 45.5 -45.5 41.2 -41.2 37.3 -37.3 42.1 -42.1 42.1 -42.1 42.1 42.1 42.1 -42.1 41.2 -41.2 37.3 -37.3 ' •' • •' 6Z.Q� B,E 70. 0 0.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -70.0 -74.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 -74.5 • • • •C 70.0 -90.0 70.0 -9D.0 70.0 -90.0 70.0 -79:3 .7 58.7 58.9 -66.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.3 86.7 88.7 58.9 • • • • • • A 45. -45.2 45.2 45.2 39.7 -39.7 42.8 -42.8 39.2 39.2 35.9 -35.9 39.7 39.7 39.7 -39.7 39.7 39.7 38.7 39.7 39.2 -39,2 35.9 35.9 • • 60.000 B,E 70,0 •T6. 0.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 -71.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 AF,�L4H 9' S%`fL,:d • . • • • • • • • C 70.0 X90. i0.0 -90.0 70.0 -90.0 70.0 -74.6 8 .3 -63.3 54.0 54.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -74.6163.3 - 63.3 LA 64.0 54.0 • • • • • GLASS OPTION D. 7/16" MI (3/16 "HS,.090,3 /16 'HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS 70.0 -90.0 ok ...... NOT S: ..:... • 1, FQRlVf TAL4TIQjS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO • • 1/4" TAPCON&9R 1/1" SS4 CRETE -FLEX ANCHORS. • • • • 2. W-We ALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. FK A No CHANGE THIS SHEET DESIGN PRESSURES "OX"WINDOWS +om �ECtrNaoorcwvE F.K 1a'lth06 a REVISE ANCHORAGE AND NOTE HOKQMIS, Ft MV ALUM. PROJECTED WINDOW, IMPACT D.O. oao9i»B C O CHANGE THIS SHEET N P.O. S Pi » Visi Better sr": w wr wcn A. Tw, w, P.E. F.K. q caaeo NTS 6 > 11 7052 -7 6 ; V2 — J� —u - - -- PLEASE SEE SEPARATE MIAMI -DADE COUNTY NOA FOR CASEMENT FIXED WINDOW u u 4 n u MAX. i HEIGHT t 23 _ ' i REFERENCE "OX" FRAME (SEE qi ASSEMBLY DETAIL, SHEET 9 SHT. 3) OUTSIDE A ri d; OUTSIDE 35 + 1L ----- JL ti 36 MAX. 37 HEIGHT 9 ' 96 16 (SEE SHT. 3) / MAX. VENT 25 55 56 DA141GHT 57 2 OR NNG • . • OU T SH.Q) •••••• • • t • " " " MAX. VENT 45 48 47 48 49 • vovrgB; a'".a1:.ro ^Sa'it� •••••• • • •• r, r D AYLIGHT_ • . • • • � • 3 • • : • • OPENING :+:•;.t�,::; <u',xaa 0l3 • (SEE SHT. 3) ..••• .• •.• Alp 20 A2t�: ;n;:r'rr;�a aaa4 • 31 NeA 9 ... ...... .. . .. .. . O O .:.•.. . 9 1 S 27 VERTICAL SECTION VERTICAL SECTION "X" CONFIG. "OX" CONFIG, m,.ae,o a.eers F.K. Wog rrE°R"wvERnr✓v-sE °^°NST ° uascuE 1o70 TEC .� VERTICAL SECTIONS F.K. 1011WW a+ ADD aTEMBi NOKOAM n 0275 ALUM. PROJECTED WINDOW, IMPACT D.O. OW0208 C DABNEDALI. 'O' COMPONENTS. REMOVED �D" REFERENCES P.O. a70X fb1D Urea• A Turrw, P.E. o"• NCKCMIB,R3Q7� {Rsibb Breu7 �•ww eer" aww•w en PE #W= F.K. t)T/24ro3 CA7Il1 TS 7 r } } 7052.7 `' M 13 MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) 0 2 89 6666 ' 00 00 55 56 57 • • ••• 9 • • 45 48 47 48 49 6 ...... ... . . 6 6 0 6 . MAX. WIDTH (SEE SHT. 3) • PS4II't3i}C:' k3 :Y35P��D 0 6 6•• 6 • 0 00 0 0 6• makoap5T8aftBx"w!;hw+idr 0 0 0 0 0 '�t1plW:yt c'Q;iB • • • • • • 0 0 • • 0 0 6 • • • • • • • HORIZONTAL SECTION �� -' ^ fro ' 0 6 0 6 • THROUGH VENT • • . . 6 0000•• Idiv, • • 6 00.060 • 066666 66 • •0066• • • 0 • •0000• • • • 006000 F.K MUM" A ' REMAWHORCONTALSECTMST0112SCALE 10M OGY�NE HORIZONTAL SECTIONS _ F.K iWilWS B AW ITEMBp NOKOW FL SaM w TWww- DA oaaaAb c DASHWAUV'COMPONENIB P:Ot �� ALUM. PROJECTED WINDOW IMPACT Wta•A Tunes, P.E. ors NOKMIIS FL � Vislbb B,. PE #a=l F.K, py ~ c a NTS 8 • 11 � 7052-7 C WO PLEASE SEE SEPARATE MIAMI -DADE NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 993" COUNTY NOA FOR CASEMENT FIXED . 289" WINDOW R t •040' J �n-l_ ,s I� 0 lh 94 INSTALLATION HOLE COVER I #12x1 PH TEK SMS i� ;i `1} O08X1 O ASH FRAME ATL: 6063 -T6 13" MAX. O.C. W/ iI it i S M (2) 5CREWS ' i SIDE RAIL DWG# 7007 3" APART AT MID -SPAN FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 AD PH SMS 5 O (2) PER CORNER O , W "X" FRAME HEAD-- 2.854" SASH FRAME TOP 062" OR BOTTOM RAIL NOM. 9 �f 2.139" "OX" FRAME ASSEMBLY DETAIL O SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A SASH FRAME ASSEMBLY DETAIL •••• • • • • • O�#8 t &PAD PH SMS • •.. • • (2) PER CORNER • • • • • • • • • • • FRA 2 FRAME HEAD S SILL .062" •• •( 2) AAFs�AANI11 f�a ©oe�craa�easan u NOM. 2.919" ��fl�t;VhhA RWV# • . • • • • .. . • • • • • auiG?1,.�, .cello • • • • I+2a • • slsstIIm�5e1� ply • • • • • �+edlect • • • •••••• I I ►�— 2.764" • • �� I A O FRAME HEAD, SILL, JAMB • ; • • • • • M MATL: 6063 -T6 • • • • • • DWG# 7002A • • MAIN FRAME ASSEMBLY DETAIL - c �?✓rS�% Arc MGM A NOCHANDE THIS SHEET EXTRUSIONS &ASSEMBLYDETAILS rom tECNNaarrDarve F.K ttY19p5 8 NocHAmQETmSHEET NOMMIS, FL MM n" AL P ROJECTED WINDOW, IMPACT D.Q Ob02DB C REMOVED OR DASHED V N7'8 N fl VLiibb Bstbr a.."w+re i " ° �' '"` A PE NMI P .O. F.K. �IN3 o.r 7� �-7+o NTS 8 • 11 7052 -7 (,� MsawlkN .......... M78 # D N 2 EAD AND J Al ADPN SMS 6 7M 00 FRAME CO 7 K X /2 "X1/8" FOAM TAPE 9 7 3A SASH TOP B TTOM HINGED 781 A #8 X 1 PN MS 3 6 7 1 7X 1 ���- -- j '►- 172" 14 7009 SASH {, C7 Y 706" I i .523" --I 16 7024 7M 024 TR #24.0 .002 MULTI- 2 POINT LOCK 1 _L 17 7026 7M C7026 TR #23050. K RT PLATE $70" 18 7MCl 24PPF #1 a l x .562 PH. PN. TYPB F .050" 865" '050 .050" .865" 014 7M 70 4 #4 ER .H. I " 21 1157 X12P S #8 X .500 PH . 9 --•-I � 56 23 7013 7MC7 13 TRUTH #31841 TIE BAR GUID 24 78x1FPSMS T - 1.00 25 7015 BB T R 1190 FH. P 55 5116" GLAZING BEAD 57 13/16" GLAZING BEAD 56 7/16" GLAZING BEAD . 14 �J BAR ASSEMB Y 3 7 7029 7MC7029 # 1l OPERA MAIL: 6063 - T8 MAT L: 6063 - T6 MAT'L: 6063 - T6 2 8 7030 030 TRUTH #31882 OPERA R GASKET DWG# 7036 DWG# 7047 29 7031 031 TRUTH #21 1 PLATE DWG# 7042 30 783 8 A #8.32 X,375 PH. FN. TYPE B 1 7MC70 2 TRUTH #11454 SNAP -ON RAND 32 7034 TRUTH #11577, OPERATOR TRACK LID 33 78 P S #8 X.750 PH. PN. SM - 1.124" r+- 35 7 7MC7023 TRUTH #34.2. .212 PROJECTED KNOB - 2" 36 7023.2 7MC70231 TRUTH #34.27.00.IQ4. PROJECTED HINGE -16* 3 7023-3 7MC702 20 TRUTH #34.2 PROJECTED HINGE - 20" 38 71OX12PP MS #10 X.500 PH. P . 40 3 ICONE - 8 OR EQUIVALENT 125" 45 5116" LAMINATED GLASS (1/8" ANN. & 118" HS GLASS W/ AN .090 2.701" INNER LA OF SOLUTIA OR DUPONT VB 46 5/16" LAMINATED GLASS (2 LITES OF 1/8" HS GLASS W/ AN .090 INNER LA OF SO R UPONT PVB .062" 47 7/16" LAMINATED GLASS (3 16" ANN. & 3 16" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT 0 48 7/16" LAMINATED GLASS (2 LITES OF 3116" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR D NT PVB ) 093" 13/16" T.G. GLASS (1/8" HS GLASS & 5/16" LAMI W/ 3/8" AIR SPACE) (g6 ) CASEMENT FRAME @q V • 5 /16" LAMINATED GLASS (2 LITES 1/8" HS GLASS WITH AN .090 INNER LAYER OF ggsaA OR 21LEM Pv ASSEMBLY TUBE • • • • • • 50 1 16 •71634 • SETTIN B K 5/32* X 7/16" X 1" • 7036 G BBAD (1/4.5/16 LAM. MAT'L: 6063 - • • .... 2 67 G BEAD (1/2" LO., 7/1 DWG# 7004A • 57 1 7047 • 407: GL AZING BEA ( 13 " i.G.) ��" tow • 64 0 1 1224 SCREE FRAME WSTP CK .e,r I rkJit I`r' w)& • .423" •••••• F e a IG f8 7040 67040, /B SC CO KEY •••.• 69 • •.•••• SCREEN CLOT14 • • i • • 7 1 SCREEN S - SERRATED O CASEMENT SCREEN FRAME s r,an J3 I -A • 76 SCREEN CLIP 1k. • • 7? 4M7 7 k .500 FIN. 1r ,s =: F" a • • • • • • 77 #3 76 C TORY MAIL: 6083 -T8 " • 1.376 n 7 M S TR #20550. CLE TOY DWG# 7008 �i • • • • • • 7 70fl • • TRUTH #1157 T- HANDLE MOB 1 440" TR = #11329, FOLDING HANDLE • • 89 1 NT BACKING FLA EE NOTE 4 SHEET I 1 095" _J • • 69 CASEMENT BACKING PLATE MATV 6063 -T6 DWG# 7071 FK anrias A NoCHANOET►#ssNEEr 10107ECH MOGYMM PARTS LIST A EXTRUSIONS F.K. lo/low 8 AWECUN.T0ITEM40,8L=WAN0A00l8WW NOKOWS, FL 3a75 ^� ALUM. PROJECTED WINDOW, IMPACT i O.Q Nam REMOVE FUQ:D PARTS FROYb &O AL P.O. BQX 13m ara"e"r 307/ � •.•�v� ise Loon A. TurMG P.E. � o.w orr: NOKgM18, FL P.K. OT/2ML9 ebb Better NTS 10 + 11 7052 7 C P ENSW 2x WOOD BUCK 1x WOOD BUCK (SEE NOTE (SEE NOTE 3) 3) 1/4" MAX. SHIM —�{ }�- 1/4" MAX. SHIM I S SEE NOTE 1 EE NOTE 2 SEE NOTE 4 SEE NOTE 4 ­4 1 1/2" 1 1/4" MIN. MIN. OPERABLE UNIT FRAME OPERABLE UNIT FRAME TO WOOD BUCK TO CONCRETE W/ WOOD BUCK 1 1/2" OR MORE THICK LESS THAN 1 112" THICK 1/4" MAX. SHIM --{ SEE NOTE 1 SEE NOTE 4 NOTE: ALL DETAILS •••• APPLY TO HEAD, :••••: •• • SILL AND JAMB. i • .... •• • i•iv•i _j 1 1/4" • MIN. 31iFbGUrTtr.b'3s' €a • • • • • '+ 'ntyj' 3 -n P7adariatp • • • • • • • • • • • •. OPERABLE UNIT FRAME ; •. •: • • • • • • • • • TO CONCRETE .,at:c , a.q 19 • • NOi6: •••••• •v_ 1. FOR PONCRETE IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 �> • • • • • • CRETE-Fj EX COJJ=Tp ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2 ". SEE SHEET 1 FOR SPACING. • 2. FOR V400D APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. .• SEE 1 F& 69AGING. • • • •" 3. Vj=VOCKS DE'PICTEb IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. _1 4p 4, ITEM 88, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. FA ' 67G0.9 NO cNANDE Ttas BNEET lQM M HNULODrDRIVB ANCHORAGE DETAILS j F.K 1Wt8NM 8 REWSEANd1 MWAWNOTEB AMONG FL 34776 ^ � MUL ALUM. PRO WINDOW, IMPACT _ D.D. OAt7i08 C REMOVED ALL V'AACHOPAOE DETAp.S P.O. 90X I= Wa"A Tww, P.E. °"` °r" Norco iL � V�,ibly Bsrter r NTS 11 • 11 7062 - c F.K. 0?/11A7S MochwkW I