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WS-14-1752 Miami Shores Village 7 OCT 1 2014 Building Department artment 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. W _- t4— i PERMIT APPLICATION ub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION E]RENEWAL []PLUMBING F-1 MECHANICAL PUBLIC WORKS CHANGE OF F-1 CANCELLATION F-1 SHOP CONTRACTOR DRAWINGS JOBADDRESS: )it)--) �Jf; 10(4 .5- City: Miami Shores County: Miami Dade Zip ¢3( � Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): FP-Prto 1� 1�A ➢ Phone#: 3DS --_a 16 12 ►� Address: i ! _, 10 LA i City: Cno PKn I S,F1 � State: Tenant/Lessee Name: e . Email: CONTRACTOR:Company Name: K16ME �,'I' t e�+ Phone#: 9D-3 36-0? ) Address: ?6' �41y%� ��] 3C(� City: lU::)J_A -State: Gvpr Zip:s1 Qualifier Name: Ar-!4_5N G i Phone#: -3'3b" i State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer:, Phone#: Address: City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: Li Type of Work: "0 Addition Alteration ❑ New D Repair/Replace ,ry ❑ Demolition Description of Work: Pot)i P o-- c,p�o Qj L5i � � � cv 494 1 i Specify color of colorthru tile: Submittal Fee$ Permit Fee$ "lam° CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) I Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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." h n estimated value exceeding 2500 the applicant must Notice to Applicant: As a condition to the issuance of a building permit with a e t a g$ pp promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature � , � Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day ofl ,20 1�4 by �0 day of OZ7 b8c7fi— ,20 (-1 by 7� I!�,3,It? who is personally known to 5-gyiIf i- �wri6 is pe sopa wn to me or who has produced DL— as me or who has produced as identification and who did take an oath. identification an who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC ff Sign: Sign Print: —VI Print: Y-A` rVI 0a��-2� Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk � (Revised02/24/2014) THE HOME DEPOT-AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 7664363/7861450 Name Rubio a� Location PRODUCT MULTIPLE � Opening Corner PRODUCT APPROVAL REQUIRED OPENING Window Opening WINDOW ARE Location Zone ACCEPTANCE APPROVED DESIGN PRESSURE Dimension MULLION SHUTTERS No or NUMBER Style (+)pSF (-)PSF (+)PSF (-)PSF Wdth IN Height IN REQ. REQUIRED 13 1 4 1 12-0516.02 GD T 75.00 1 75.00 1 40.10 43.40 24 80 1 N/A NO Revising plans by adding opening # 13 to approved permit SGW=SLIDER GLASS WINDOW/SH=SINGLE HUNG/DH= DOUBLE HUNG/GD=GARDEN DOUBLE SWING DOOR/PD= PATIO SLIDER DOOR/CASE=CASEMENT/ PICT= PICTURE WINDOW/ED= ENTRY DOOR/AWN=AWNING s _ a O r 3 > Ur Z m m W ® r ••• •.i ••i ••• i i ••• tr a m - C- •:•0:0 ••: ••• •:• M N . . . •• . . . . . . . • •• • • • • •• n rn ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • 000 0 0 1 OF 1 2014-07-25 05:47 0251PR 3059191426 3059191426 >> Home Depot AHS R 9/14 Lk- Goo*:@ •.• •• . • • so •so • s..••• • •••••. • • ` MI®BADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidademov/development PGT Industries 1070 Technology Drive North Venice,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 and accepted by Miami-Dade County PERA- Product ERAProduct Control Section 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 Section(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, PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 C ESCRIPTION: Series"FD-101"Outswing Aluminum French Door w/wo Sidelites-L.M.T. Sidelites, Impact", sheets 1 through 10 of 10, dated 02122/07 with revision "D" dated 08114!12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade Co IS IL IMPACT RATING:Large and Small Missile Impact�Resistantbeara arena e ame or logo, city, state, model/series,and fo owing statement: " iami-D a County Product Control Approved',unless otierwise ••.... noted herein. •••• i •• e •• RENEWAL of this NOA shall be considered after a renewal application has been AST&;and there has been •'••'• no change in the applicable building code negatively affecting the performance of this�gauct. •• •• •••• TERMINATION of this NOA will occur after the expiration date or if there has been•a fevisior*#or a ange •• ••• in the materials, use,and/or manufacture of the product or process.Misuse of this N@ft al an e>srjW;gtent ••••• of any product, for sales,advertising or any other purposes shall automatically termldat8-this NOA. Failure ••••;• to comply with any section of this NOA shall be cause for termination and removal&N©X - ADVERTISEMENT: The NOA number preceded by the words Miami-DadZ Comnty, Ft*&Tdg-and .••••, followed by the expiration date may be displayed in advertising literature. If any-por{i& of the.NQA is :•'•• displayed,then it shall be done in its entirety. *a:* INSPECTION: -:- INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.11-1013.22 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 Jaime D.Gascon,P.E. MlAMFOADECOUNTY NOA No. 1"51 . •• • r Expiration Date: October 18,2017 �„ kS Approval Date: August 30,2012 Page 1 i PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 110058-1,titled Series"Alum. French Door& Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture,signed and sealed by Lynn Miller,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 outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--6864,dated 04/02/12,signed and sealed by Marlin D. Brinson,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 20194 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 outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1-5212,dated 05/05/07,signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC-2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P.E. ;0 0 0: (Submitted under previous NOA No. 07-0629.10) • • 0 0.00•• .. . 9 . 2. Glazing complies with ASTM E1300-02/04 99 99 • 9999.. 9 99 999900 D. QUALITY ASSURANCE i D 9999.. •••••• 9 1. Miamade Department of Permitting, Environment, an�h•99 R9egulato.r.y.•Affairs••••e•• (PERA). 8..9.0 .999... .9 8 9. 9 .. .. . 9089.9 E. MATERIAL CERTIFICATIONS •••••• •• 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNerdours&.G4 Inc...000. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,ppli ft on I;V j jl16. ;••••; 2 .Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Safid and Vanceva clear and color interlayers"dated 05/05111,expiring on 05/21/16. Jaime D.Gascon,P. Product Control Section Supervisor NOA No.12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBG-2010, issued by manufacture,dated 05/14/12,signed and sealed by Lynn Miller,P..E. 2. Statement letter of no financial interest,issued by manufacture,dated 05/14/12, signed and sealed by Lynn Miller,P. E. 3. Laboratory compliance letter for Test Report No. FTL-6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12,signed and sealed by Marlin D.Brinson,P. E. 4. Proposal issued by Product Control,dated 02/15/12,signed by Jaime D. Gascon,P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 074629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD-101 Outswing Aluminum French Door w/wo Sidelites — L.M.I.", approved on 11/23/11 and expiring on 10/18/12. .906.6 .... . .. ..... ...... . . ..... .. .. . ...... 9 • • • • 6.6••6 •• • •969 • • • Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-3 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITEJSj �RODU��rNU _-- - as wmplyh�aim Uro Placid 1.GLAZING OPTIONS: euugh*cade 12� 6.0 A.318"LAMI NOM.(A02')CONSISTING OF(1)LITE OF 1/8°ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM apepmnca No 2. PLUS(1)LITE OF 3/16°HEAT STRENGTHENED GLASS. B.318"LAMI NOM.(.402 CONSISTING OF(1)LITE OF 1/8'HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE a Fmeuos MAXIMUM PLUS(1)LITE OF 3/18°HEAT STRENGTHENED GLASS. 'i C .7/16°LAMI NOM.(485")CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER Or'DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. D.7/16"LAMI NOM.(465')CONSISTING OF(1)LITE OF 3116"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE N MAXIMUM PLUS(1)LITE OF 3/10"HEAT STRENGTHENED GLASS. Q E.13/16°LAMI IG NOM.(.840°)CONSISTING OF(1)LITE OF 3116'TEMPERED GLASS,1/4'AIRSPACE,(1)LITE OF 1/8°HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP N QD INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3116°HEAT STRENGTHENED GLASS. U 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET 0 GQ A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. GENERAL NOTES............ 1 40 m B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.04. CONFIGURATIONS...........I 3.CONFIGURATIONS:X O,XX,XO,OX,XXO,O(X,OXO,AND OXXO. GLAZING DETAILS...........1 -� N o 4.A HORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......2 W SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS 9F THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 LLI J P REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 W 5.SHUTTERS ARE NOT REQUIRED. ( HORIZ.SECTIONS........... 6 p o 6.315AlANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 N LI. 7.REFERENCES: EXTRUSIONS................... 6,7 Qo TEST REPORTS FTL-4984,5212&6864;ELCO ULTRACON NOA:11.0408.01,12-0126.09;ANSUAF&PA NDS-2006 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM ANCHORAGE....................8-10 co Ir LU MANUAL g 0 0 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY z LU HURRICANE ZONE(HVHZ). ED p GLASS ABBREVIATIONS A 9.CONFIGURATIONS WHICH CONTAIN ASIDE LITE TO DOOR CONNECTION: W AN.-ANNEALED 2 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 1012 TO SIDE LITE CONNECTIONS FROM HS.=HEAT-STRENGTHEN Z =TEMPERED Z LU TABLE 1.,3HT.2.REFER TO TABLE 2,SPIT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM TP.22 REINFORCEMENT. w �- 93 93 c N LL LCL 30 30 30 � o z 90 � � 73 *1/2T"GLASS BITE 73 *112r"GLIASS BITE 744 j11W2"GLASS BITE EXTERIOR EXTERIOEXTERIOR94 a L od 1!8°AN.OR 3/16°AN.OR 1/4"AIRSPACE HS.GLASS_ 3/18"HS. H3.GLASS 3118"HS. 3/18"HS. .090 PVB INTERLAYER 't—GLASS 090 PVB INTERLAYER GAS 3116"TP.GLASS GLASS (DUPONT BUTACITE OR (DUPONT BUTACITE OR SAFLEMEEPSAFE SAFLEX/KEEPSAFE .090 PVB INTERLAYER 1!B°HS.GLASS �� .• �N/a�.� MAXIMUM) MAXIMUM) (DUPONTBUTACITE) e 3/8"NOM. 7118°NOM. 13116°NOM. GLASS STACK GLASS STACK GLASS - _ :z r 0: _ •• ••• • • • • • •• STACK =�:u d aii,oz W 3/8"LAMI NW. ••� � � � � � 7/16"LAMI NOM. 13/16"LAMA IG NOM. 'r2p 3 �a GLAZING OPTION A OR 04NOT I •--GLf+a�ING OPTION C ORD,NOTE 1 GLAZING OPTION E, NOTE 1 ',y��%a' F``:` a •• ••• •• • • • •• O``� • ••• ••• ••• • ••• • • • • • • • • • • • •• •• • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS Qo s APPROVED CONFIGURATIONS:X,XX,0,OX,XO,OXO,XXO,OXX&OXXO NOTES1 pRUDUCTRehn,v ae conmlvins wii,,::. (FOR DOORS W!SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LRE PREVAILS) 1.GLASS jIYPES: BpNa j I REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.3/8° I(1/8°A,.oeo Pve,3/18°HS) ^- A7 DOORS WITH GLASS TYPES A,B,C,D ORE C.7118 LAMI(3/18°A .090 PVB,3/18°HS} ppromcp HEIGHT X WIDTH XX WIDTH 6 -793/,V' 0_ 873/4- 1 91 314" 80-95 3/4" AE.13/1 LAMI iG(3116"TP,1/4°AIRSPACE,1/8"HS,.080 PVB,3/18°HS) MEEMOMEMWAIC-371 0 713/4!' +75.0 -75. +75.0 -75 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 2•COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y r o MAX. X/XO WIDTH =731/2" O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX. XO WIDTH=109112° c (� MAX. O/OXX WIDTH=107 3/4° O Q 27 3/4" +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 co 0- MAX. XXO WIDTH=143 3/4° �O � 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.41+67.61-67.6 +64.2 -64.2 3.SINGLE,DOORS 33 5/8"WIDE OR OVER AND THE OPERABLE PANEL.OF DOUBLE DOORS 641/8" rn G 36 314" +75.0 -75.01+74.9 -74.91+70.41-70.41+66.61-66.6 +63,1 -63,1 WIDE C,R OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NIMROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. Ww LU =1 363/4- 1+7.5.01-75.0_1+75.01-7!i.01+75.01-75.01+75,01-75.01+75.01-75.0 4.DESIGf,PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. o TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMP�ES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: w � 0 APPROVED CONFIGURATIONS:OX,X0,OXO,XXO,OXX&OXXO g I cv EX.A F OM TABLE 1, (THE LOWER DP FOR THE DOOR OR SIDE LTTE PREVAILS.) OXO WITH GLASS TYPE A O C7 "WIDE x 90°HIGH SINGLE DOOR WITH 29"SIDE LITES p (- REINFORCEMENT IS NOT REQUIRED AT DOOR 8 SIDE LITE CONNECTION 30 p Z GLASS TYPES A,B,C,D ORE DESIGN PRESSURE_+67.61-67.6 PSF Q uJ U HEIGHT EX.B FROM TABLE 1. Q Zw If " o OXXO WITH GLASS TYPE A X WIDTH XX WIDTH D_ 6 -79 314" 7o-83 3/4 87 3/4" 91 314" 8 -95 3/4" 88"WIDE x 85"HIGH DOUBLE DOOR WITH 361/2°SIDE LITES d N Z LL o 2° 251/2" 40 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52A +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE_+70.4/-70A PSF Q R o LL � a 27 1/2" 51 314" +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. Q 0 Q OXO WITH GLASS TYPE C 291/2" 55 314" +51.7 -51.7 +48.8 48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 NIP WIDE x 87 3/4"HIGH SINGLE DOOR WITH 28"SIDE LITES 28 311/2" 5° 59 314" +49.0 -49.0 +46.2 -46.2 +43.8 -43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE_+43.81.43.6 PSF 28 331/2" 54 63 314" +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 351/2" 67 314" +38.1 -38.1 +38.1 -38.1 +38.11-38.1 +37.5 -37.5 +35.61-35.6 63 314"WIDE x 80°HIGH DOUBLE DOOR WITH 26°SIDE LITES 39 37112" 6° 713/4'; +34.01-34.01434.01-34.0 +34.01-34.0 +34.01-34.0 +34.0 -34.0 DESIGN PRESSURE=+43,1/.43.1 PSF �� 4 O WIDTH GLASS TYPES A,S,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH a 2+ REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" +75.0 -75.0 +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 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 DETAIL. ;��.��.•,,a3��/,��'' SINGLE 19 +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 �qQ .•'' `JiL , SIDE LITE 2131411 v0:W+64,5 -64,5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 ;z;;y S r o:• 8• 273141 +52.9 -52.9 +49.9 49.9 +47.2 -47.2 +44.7 44.7 +42.6 -42.6 _ :. do y 4 Z- 36 1/8" 361/8" +35.2 -35.2 +35.2 435!P 4392 35.2 +35. -35!? +34.4 -34.4 moo•.•. � ,: �: 363/4" j+34.01-34.01+34.5 3 4.0q t3Lil -3gO +P4 -34,0 +34.0 -34.0 '.,y14y'••........••0��; a • ••• ••• ••• • ••• • • • • • • • • • • • •• •• • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 73112"MAX. -- --- 109112°MAX.— —143 3/4°MAX------- PRODUCT xarlaw8o 36314 38 3/4° SEE NOTE 3� 36314 36 3/4" SEE NOTE 3 35 3/4" "�'�10F�07� r—MAX � �— MAX. �t f'— MAX �—MAx. _'I��— —�T MAX. 4 moi,Cmdo No 49 49 41 r 49 i i Y 0 o 103 em) o a 103 10 11i,1[A jj�� 0 Er lE Ef lE E� �E EI� �E I /Z Ef lE 1 1 1 ! 1 1 1 J JC 0 0 X 0 O X AC . X INACT 0 rn p o W LL SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 W 0 OX OR XO OXO OXXO 41 co 0. 36314- Q p !�- 71 314°MAX.-- Itill Z 371/2" 24 9/18°MAX. 33 6/8°MAX. V W U MAX DLO MP) I DLO(TYP.) G o= z W B z m p r N o 95 314° 49 MAX. 49 41 G <N Q m d 10 TYP. 953/4° o L"Q MAX. 84 3W MAX 10 ® Na MAX.lilt \ DLO 84�W DLO x� (TYP.) DOOR w LOHEIGHT ==HEIGHT-113/8° 40" D a� DLO WIDTH W DOOR WIDTH-1216118° m'P')Dt Ip C1 �C F� F DLO WIDTH 90C=DOOR WIDTH/2-11 5118" X L \XA VZINACT 0 SIDE LITE DLO HEIGHT¢HEIGHT-113/8" A A B - DLO WIDTH =WIDTH-3118" �Q,.•'' Ni�2 41 y• NOTES: X xx O _z•y s o J. Q 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. _>;,� �� o-Z 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. y j Z fir+4.1 c , 3.SIDE LITES OVERLAP WAND`XX'DOORS B16314'**WN ASSEMBNED TO MAKE 9(0','0X,'OXO'9000','OXX'AND'OXXO'CONFIGURATIONS, ZO'• yGJ`�a 4.REINFORCEMENT LOCATION FOR SIDE Lit TO DO CO EGA 1 S r;jAPPLICABILITY SHEET 2). 5.CLEAR OPENING FOR X AND 90C DOORS R$FOLLQ S:•(7�D�♦ H�f6846) (XX'DOOR=DOOR WIDTH12-4.079) •• ••• •• • • • •• • ••• ••• ••• • ••• • • • • • • • • • • • •• •• • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a � �amu. 40 �� i s�006 6 EXTERIOR INTERIOR j 10 1 2 6Q r a 37 j g0 g4 ATHEMMAMB o o g5 AT SILUJAMB p CLEAR-COLORED— EXTERIOR INTERIOR SEALANT -� W 9 i 62 p -I 63 J a wa o ® i v, U. 1 O 1 CO N O v z p m aril LLI le F o MAX MAX MAX. SIP 62 ¢ $) � Z C DLO DOOR DLO LRE HEIGHT HEIGHT ; r Q U O N � o g LL O N ML FM Tr a a 1° a %13A SL VIEW G-G d 30 61 CORNER ASSEMBLY we x. ..9 40 14 11 DOOR SECS'.A-A : : : SL SECT.B-B =y Z ti 13 •. • • • • ••• • tio'•. may:a VERTICq�.• ..; •.; •�• VERTICAL • • • • • • • • • • • • • • • • • • • • 4 49 r MAX."WIDTH 0 bla �a �22.bo� Dade 1 e m ®0 � N o ® cxn o $ Q � MAx.DLo 'XX'SECT.C-C DLO 31 of I o 35 36 34 44 HORIZ. 46 45 ;5 32 _, MAX.W WIDTH 20 S2 A o � cao W Z i 0 Q U p H W z O • INTERIOR O Z c U J • z 0 Fa- z MAX._ IL c�.I d 46 21 DLO 'X'SECT. D-D 5 HORIZ. EXTERIOR o � ¢ 67 SPACING,SAME AS JAMB ANCHOR SPACING MAX.SL WIDTH— (SEE SHEETS 7,8 AND 9) X.SL WIDTH I MAI j.9 62 o�do � 66 `01%1 I of fill" Et A` �Ya'�; M p 22 SEE TABLES 1 AND 2 AND �.O' _ —+`o NOTES ON SHEETS 1 8 2 z;y o- oc 66 62 61 • FDS AQPLIC"ILITY =r;w rN° p SL SECT. E' • SL SECT. F-F 4� HORIZ.(DOOR -SIDE�.I'FEf �•� HORIZ.(SINGLE SIDE LITE) ?°y' �cl `�:'a • ••• ••• ••• • ••• • • • • • • • • • • • •• •• • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • ITEM DWG# POW DESCRIPTION ITEM 'WO# POT# DESCRIPTION 1 9438 60411 FRAME HEAD 60 6920D SIDELITE HEADER 2 1010 6Q300 WSTP.,Q-LON.190 X.375 HIGH 81 0,21D 6921 SIDELITE SILL 4�yT D anCOMO Wun 5'ilo,0 3 7070 67070K BULB FATHERSTRff'.187 X.300 HIGH 82 816E 80381 SIDELITE JAMS Bumnscoae 1 4 66 7965X FLUSHBOLT STRIKEPLATE 83 1165 781P #8 X 1.0D0 QUAD PN.SMS °1CC0 xO (rJ 5 8 783BX 2 PT.LOCK STRIKEPLATE 64 7998 HEAD GASKETS(STOCKING#70998) 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS(STOCKING#7 999) Product 7 7832X12FPXP #8-32 X.500 PH.FL MS-S.S.W/SILICONE PATCH 86 61641M SIDELITE JAMB ADAPTER 8. 995 70995 GASKEt(BETWEEN THRESHOLD&FRAME JAMB) 87 #12 1.000 SHEET ALSCREW 8 996 70988 GASKET(BETWEEN HEAD&FRAME JAMB) 0 ; 712 K SETTLING BLOCK, 32°X 1/4 X 1"W/PSA,66+1-6 U O. 04 0 10 962A 8533016 FILLER HEAD ADAPTER 71 71287K SETTING BLOCK,1/1B"X 1/2"X V W/PSA,85+/-5 DURO. �y• 11 11000 . 8110009 UTSWING THRESHOLD 72 04222 BEAD,7/10" Cj I 12 1670 1671670 WSTP,.350 RD FOAM FILL -SLOT AMSBURY#32011) 73 08 8988 BEAD,3/8° O 4 13 l lW4A 611004M OUTSWING THRESHOLD CHANNEL COVER Qo 74 IMS 64067 BEAD,13/18"IG O- r 14 11001A 411001A ACETAL SPACER.086(INHOUSE INJECTION MOLDED) 90 6DU K14 1/4"DURASEAL.10 SPACER ` 15 11002A 4110M ACETAL SP .086(INHOUSE INJECTION MOLD ) � 81. _ 248 BULB,THI (U ED IN EXTRUpED E ) �Ix � � �o 16 110= 11003A ACETAL SPACER.14 NH E INJECTION MOLDED) 92 8 D,I RIO 20 9165 JAM OUTSWWG) 93 224 47 BULB,THICK USED IN UDE BEAD),65+/-1 J 1010 300 W$ .,Q-LON.180 .376 HIGH 94. NG SILICONE, OR W 88 688D8M CE 1.=X 2.760 X 0.660,6087.76 95 LASS,3/ I-11"A_90 PVB,3118"HS N in W 1140 78XI12PSATS WX-17M PH SQ A /S 98 91 A ,315"'AMI-.1 H ,. 1, HS a 55 0. 24 7 8 7104 JAM SCREW COVER CAP 97 LASS,7/18 MI-318"A,.90 PV 11HS 0. ca O 26 930 4172IN RRIKE PLATE INSERT 98 TLASS, /16°LAMI• 18" S;:80 V8;3/18°H8` o 28 1118 710X34PFA #10 X.750 PH.FL.SIVIS 98 QLASS,13flW LAMI 10-3/18°TP,114'AIRSPACE.1/8'HS,.90.PVS,1116-HS W 27 7070 K BULB WEATHERSTRIPASM300HIGH 103 OFF-THE 9NFLF InEAD BOLT LOCKZ 30 91013 6910 DOOR PANEL,TOP&BOTTOM RAIL 0 U 7W 911E Wl-1 DOOR-P L IDE RAILZ 32 917 7FRM0 EEXTRUSION 3f 1178 710UPP W,8 #10 X.625 PH.FL SMS 34 USA 0037 M S CLAMP n 380 d 0. 36 11 D SMODA WWO THREADED ROD .055-- il-►-� Q N F 38 0' 799D UTA 6116-16 FLANGED FUNUT 37 814A 603799 WEATHERSTRIP CHANNEL O OUTSWING THRESHOLD 36 7834FPT #8 X.75 PH.FL.TEK 3 CHANNEL COVER 39 997 70997 GABKET ffiETWEEN PANEL HEAD ILL&PANEL STILES 8063-Te 40 1023 87924G WBTP.,.187 X.250 HIGH,FINSEAL ' 4T 928 4179 SLOE BOLT ABBY.( C PANEL ONLY) 42. 1145 8X12FPAW #0 X.600 PH FL SMS TYPE BOB 43 1212 7F3-066—WILL DUST PLUG(INACTIVE PNQ 44 698:! DOOR PANEL ASTRAGAL 1(OUTSWING) Elf -W 9848 6984 :DOOR PANEL ASTRAGAL 2(OUTSWING) 2.750----1 Eli 46 1213 6Q20DK WBTP.,Q-LON.180 X.200 HIGH 47 929 74UBLOK LOCK SUPP RT ASSY.(41707&41708) 48 1139 7634F #6 X.760 PH.FL SMS 1.000 `�� ` �3N%j'� 49 882 D2P AY 2 PT.LOCK ASSY. ,. 60 6 1 0 S RUBBER SLEEVE 61 .930 141721 BTRIKE PL INSERT(INACTIVE PANEL) 125 _ :. %, o•,Q a 62 937 7F SPX IDEADBOLT STRIKE PLATEO TUBE MULL Z:N 63 1118 171034PFA #10 X w790 M*r@L.SMS • • • •• 22 8063-T6 64 1967 170957X 1HAVLE S 55 11118 710X34PFA 1#10 X1950 PHIPL.8M9 • • ••• • �� . .•.. : d to • ••• ••• ••• • ••• • • • • • • • • • • • •• •• • • • • •• ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 1.750 -1.750 -1.760 ; 1.750- PRODUCP RMEW60 1.620 as plying vd f8 FlorWa 1.480 .050 - No .250-- Dab Fm o q.7P6 WEATHER 4.(26 4.728 4.728 .062 050 37 STRIP CHANNEL N � 4.000 '062 4.100 082 4.100 .062 4.875 3.000 806375 4,675 0.375 4.104 �Ll 1 d &o 2 ,h DOOR FRAME, 2.126 .126 C6 10 20 JAMB � � • �- J DOOR PANEL DOOR PANEL 8083T8 W $Q TOP&BOTTOM RAIL 81 SIDE RAIL DOOR kNEL DOOR PANEL p O 6063T6 6083-TSINNTTTERIOR ASTRAGAL 45 EXTERIOR8ASTRAGAL 32 HINGE cs7 ly O j 1.578 6063-T5 atf O 3� 686 3.111 1.500+ �►I __-'.658 t_ If-.525 .890 I I .760 � 60 0 .883 .050 Q p Iz- o Z 1. 05D� 050 r-.172 ® Q Z V OFILLER HEAD ADAPTER 1341 TRUSS CLAMP 73 3/8"GLAZING BEAD 72 7/16"GLAZING BEAD 3.000 683 A60 Q 0 C 10 6063T6 \J 6063T5 6063Tb 6083T5 �I I d N � 3.100 ►� -y 1.092 �+ C N D. 0 3.000 IG GLAZING BEAD 1.479 62 SL JAMB 7� 6083T5 1 O 6083T6 � a 1.272 1.479 _1L.- � 830 4,050 0 5.459 .076 - 5.212 � FRAME HEAD 8. J 07b o a 8083T8 JJ 4.586 .750 L 2.980 050 .078 1.489 .060 `�` �c ,.•••• ... .489 �•..---3.100-�{ _- �•'� � s �oc•:4-�� I f 3.000 ►{ •• • . • •• _ ;z • • • • • • • • • SL JAMB 11 OUTSWING THRESHOLD •• •i $O jL Jg •• 61 SL SILL 66 ADAPTER y2 j 2 :yco a 8 6083T6 • • 0 T • • O 8083T8 6083T8 d 'I •• ••• •• • • • •• O'y1••''••.....••''••p� • •• •• • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD HEAD I C°- �ZONE"D" HEAD HEAD HEAD HEAD ZONE ZONE°D"-1 ZONE°E"--1 ZONE°D"ZONE"E"I PRODUCf RBNLW® as complyim wish ft Rodda OW ldinCAde m/0-02. A- x=MINIMUM JAMB ANCHOR Mt• DafpmdtutCoatro LOCATION. z X z z XX z z O z BL XO OR OX z -=ADDITIONAL JAMB N ❑ N N N N N N N ANCHOR LOCATION, F- EQUALLY SPACED REQUIRED PER TABLES 0 a Q 3.7 ON SHEET 9. O O W � LU ZQNESILI"C°� ZONE oD"tZONE°D°~ ® ZONE SILL SILL SILL E� ZONE DSILL "ZONE°ESILLA 0 12 x 1 LL SEE TABLE 3..SHT.8 SEE TABLE 4.,SHT.8 SEE TABLE 6.,SHT.9 1 SEE TABLE 8..SHT.9 V O ca O HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE W F¢ IY 0D ZONE-f—ZONE"F° ZONE ZONE°D" ZONE°F" ZONE ZONE ZONE F° ZONE°F° ZONE ❑ Z Q "E° E rt °E" 1 E° rt E° ANCHORAGE SOLUTION LL Cuj7 w FOR A CONCRETE a x OXXO INSTALLATION o 0 w A.19"x 83 3141 SIDE LITES"B"AND d N 0 LLL c E° Qo m Ln go En "E°ZONE ANCHORS FROM a p x g p O OXO z XXO OR OXX z TABLE 7,SHEET 8. Q N (� ly w w N N N OXXO N PLUS; ❑ m 21 B.71 3/4"x83 314"XX DOOR ZONE "F'ANCHORS FROM TABLE 4, SHEET 9,EACH°I-ZONE. SEE ENCIRCLED VALUES,SHEET 9 SOLUTION: �a 0 TOTALS(4)TYPE 1 OR 2 ANCHORS z SILL I SILL I SILL I ILL ILL EACH JAMB AND 2+5+5+2=(14) ZONE �— SILL ZONE SILL ___�__ SILL —t ZONE 1 SILL _ SILL ZONE ZONE TYPE 1 OR 2 ANCHORS AT HEAD ZONE°F° ZONE°D° ZONE°F" ZONE°F" ZONE°F° °E° "E" "E° QQ "E° "E° AND AT SILL. ��til Iii SEE TABLE 7..SHT.8 SEE TABLE 7.,SHT.9 SEE TABLE 7,SHT.9 EXAMPLE OF ANCHORAGE FORA 71 3/4"x83 3/4°90C DOOR. •-ANCHOR LOCATION FOR �.` Q •"" • WITH 19°x 83 3/4°SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE .,'L NOTES: ® �v` �:�''a tom.. Q� 1.APPROVED ANCHOR TYPES ARE: 1.1/4°ELCO TAPCONS 2.1/4°ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.(!12 SCREWS o:z 2.ANCHOR QUANTITIES ARE BASED ON SPACING A6 02114D 1/S•(3° IN.O.C.PORFOVERETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. r .�� z �c":O; , JAMB$(ALL):131/4"MAX.FROM CORNERS INO 231 C* • ' ypy, ;�y� a HEAD 8 SILL OF DOORS:6"MAX.FROM CORNERS,9WA4X9FFk0NM i'RAGAk CENTERS AND 20 7/8°MAX.O.C. ............ ' Ce 3.TO DETERMINE ANCHOR QUANTITIES&SILL OF SIDE LITES:6* FFWD THFROMQO�OVI �RNATi{4 AB�(y�VE Q EIS RMER TO THE APPROPRIATE TABLES ON SHEET 9. E C O %4 4r (S TFI • ••• ••• ••• • ••• • • • • • • • • • • i •• •• • • • • •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3.X DOORS ® TABLE 4.XX DOORS TABLE 6.0 SIDE LITE Q TABLE 6.XO&OX ® TABLE 7.0X0,XXO.OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OX) OXXOvaODUD1'xe� ED 1.1/4°ELCOTAPCONS m��3a4NureFlodde GLASS TYPES A.B.C.D,E GLASS TYPES A.B,C,D.E GLASS TYPES A.B.C.D.E GLASS TYPES• A.S.C.D,E GLASS TYPES A,B.C,D,E _ �+ ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1/4"ELCO SS4 CRETE-FLEX Ao NO a, . 01404 &SUBSTRATE Z3.WOOD 1.2.CONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,$WOOD 1.2.CONC &SUBSTRATE 2.3.WOOD 1.2.CONC &SUBSTRATE Z3,WOOD 1.2.CONC MASONRY ANCHORS DOORWIOTHS LOAD ZONES DOORWIOTHS LOADZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOORWILTfHS LOADZONES "X'-28.5 ')W-47.76 w '0'-10.75 "k'-26.50 °X"-26.50 3.#12 SCREWS(G6) TO 37.50 TO 71.75 TO 36.7b TO 37.60 TO 37.60 IL 4 4.ENCIRCLED ANCHOR w�1 QUANTITIES IN TABLES 4 fV p J �_ a -a� ¢ - J �_ W'-47.76 j �1 a " to a a TO 71.75 AND 7 PERTAIN TO THE m ► F m F �° �° (° EXAMPLE ANCHORAGE O a w SIDE a SLITS # SOLUTION ON SHEET S. 0 vaDTH x M• x X 3 x x x 3 V�nH x 11r. ' ' WIDTH x HT. 0 0 0 o WIDTH x Hr. o o x x o o x x WDTH x Lii. 0 o x o o )1 p L,L 26.60 79.75 6 2 7 47.75 x 79.76 4 3 8 4 2 3 10.75 x 78.7 4 1 4 1 10.76 x79.75'4 2 4 2 10.75 x O 83.7%12 4 2 3 83.76 6 4 7 4 2 3 83.76 4 7 4 1 83.76 4 2 4 2 S 83.76 4 2 4 2 W >f O 87.7 b 4 7 4 2 3 87.76 4 1 4 1 87.76 42 4 2 87.75 4 2 4 2 WW81.74 2 3 91.76 6 4 7 4 2 3 91.76 4 1 4 1 91.76 4 2 4 2 91.76 4 2 4 2 LUZ95.74 2 3 95.76 6 4 7 4 2 3 96.7 4 1 4 1 95.76 4 2 y 4 2 96.76 4 2 p 42Np27.60 x 70.7 4 2 3 61.75 x 79.76 6 4 7 4 2 3 12.75 x 79.76 4 2 4 2 12.76 x 79.75 4 2 LQ 4 2 iQ 12.75 x 79.75 4 2 $ 4 2 8 p (pLL83.74 2 3 83.76 6 4 7 4 2 3 83.76 4 2 4 2 83.76 4 2 Id 4 2 `f 83.76 4 2 4 2 47 Q •S 0 87.75 6 2 7 4 2 3 87.75 5 4 7 4 2 3 97.76 4 2 4 2 97.76 4 2 4 2 m 87.7 4 2 Q 4 2 m OJ O O. 91.76 8 2 7 4 2 5 91.76 6 4 7 4 2 3 91.7 4 2 4 2 91.76 4 2 1 4 2 Fa- 91. 4 2 4 2 0 Q10 95.76 6 2 7 4 2 6 96.76 8 4 7 4 3 6 96.7 4 2 4 2 95.75 4 2 4 2 95.76 4 2 4 4 2 0 O Z 29.50 x 79.76 5 2 8 4 2 3 66.75 x 79.76 5 4 7 4 2 3 19.00 x 79.7 4 2 4 2 19.00 x 79.76 4 3U. 4 2 Le 19.00 x 79.75 4 3 a a W = 83.76 6 2 8 4 2 3 83.76 6 4 7 4 2 3 83.76 4 2 4 2 83.76 4 3 4 2 0) 83.76 4 3 0 4 2 0 p Q U 87.76 8 2 8 4 2 6 87.76 6 4 7 4 2 3 87.76W42 4 2 87.76 4 3 4 2 87.76 4 3 �1 4 2 0o Q V' W 91.7b 8 2 8 4 2 5 9176 8 4 7 4 3 5 91.75 4 2 91.75 4 3 4 2 91.75 4 3 = 4 2 i d N O O 95.7 6 2 8 4 2 5 95.76 8 4 8 4 3 6 95.76 4 2 95.76 4 3 4 2 95.76 4 3 V 4 2 v p� _ d 31.60 x 79.76 6 2 8 4 2 3 68.76 x 78.7 6 b 8 4 2 3 21.76 x 70.76 4 2 4 2 21.76 x 70.75 4 3 4 2 21.76 x 79.75 4 3 4 2 � Q N U p LL 83.75 8 2 8 4 2 5 83.75 b b 8 4 2 3 83.7 4 2 4 2 83.76 4 3 4 2 83.76 4 3 4 2 5 p Q f 67.76 S. 2 8 4 2 5 87.76 8 6 8 4 3 5 87.76 4 2 4 2 87.75 4 3 w 4 2 w 87.76 4 3 -4 4 2 4 91.75 8 2 8 4 2 5 91.75 8 5 8 4 3 5 91.75 b 2 4 2 91.76 5 3 4 2 91.76 5 3 O 4 2 p �+ 95.75 7 2 1014 2 6 95.76 6 b 8 4 3 5 .95.76 b 2 4 2 95.76 5 3 4 2 96.76 5 3 '4 4 2 ed a ,� 33.50 x 79.75 6 3 8 4 3 3 83.75 x 79.75 5 6 8 4 2 3 27.76 X79.75 b 2 4 2 27.76 x 79.76 5 3 q 4 2 27.75 x 79.76 6 3 m 4 2 m x $ "n 83.76 8 3 8 4 3 6 83.7 6 5 8 4 3 5 83.76 5 2 4 2 83.75 6 3 0 4 2 Z 83.75 b 3 F 4 2 '.5 Pb� 87.7 8 3 8 4 3 5 87.76 B b 8 4 3 8 67.7 6 2 4 2 87.76 6 3 'C 4 2 < 87.76 6 3 4 2 2 �$3 m' 91.75 7 3 10 4 3 6 91.75 8 5 8 4 9 5 81.75 6 2 4 2 91.76 6 3 4 3 91.75 6 3 4 3 F a 95.76 7 3 10 4 3 6 96.767 6 10 4 3 5 96.7 6 2 4 2 95.7516 3 4 3 95.76 6 3 4 3 � o s 35.60 x 79.7 8 3 8 4 3 6 87.76 x 79.75 6 5 8 4 3 5 36.13 x 79.76 6 3 4 3 38.13 x 79.76 6 4 1' 4 3 38.13 x 79.75 6 4 4 3 83.75 8 3 8 4 3 6 83.76 8 5 8 4 3 6 83.75 8 3 4 3 83.76 8 4 p 4 3 �O 83.75 8 4 4 3 1111 87.76 8 3 8 4 3 6 87.76 8 6 8 4 3 6 87.76 7 3 4 3 87.76 7 6 4 3 87.76 7 6 4 3 o Ly �,, ?l3�N. 91.76 7, 3 10 4 3 6 91.75 7 8 10 4 3 6 91.76 7 3 4 3 91.76 7 6 � 4 3 = 91.76 7 6 0 4 3 LY �� •� ,.••••••••.• 95.75 7 3 10 4 3 5 95.76 7 6 10 4 3 6 95.76 7 3 4 3 95.76 7 5 4 3 v 95.76 7 6 = 4 3 .Y•''' 37.60 x 79.76 8 3 8 4 3 6 71.75 x 79.75 6 5 8 4 3 5 36.75 x79.76 6 3 4 3 35.75 x 79.76 6 4 4 3 36.75 x 79.7 6 4 0 4 3 0 = o d..% Q-d 83.75 8 3 8 4 3 5 83.75 8 5 9 4 3 5 83.76 6 3 4 3 83.75 6 4 4 3 83.75 6 4 W 4 3 y1 = �i h 87.76 7 3 10 4 3 6 87.76 8 6 B 4 3 6 87.76 7 3 4 3 87.75 7 bW 4 3 87.7 7 91.75 7 3 10 4 3 6 91.76 5 • � Bil 7 3 4 3 91.76 7 5 pj 4 3 y 91.7 7 5 4 3 � Y1••� �� 95.75 7 3 10 4 3 6 85.75 t 6 10 4 3' 6 • • 3 4 3 95.75 7 5 4 3 96.76 7 5 4 3 ��Oy,''••.......•' p��.` d •• ••• •• • • • •• • ••• ••• ••• • ••• • •• •• • • • • •• ••• • • • • ••• • • ••• • • • ••• • • 2X WOOD 13/4" 13/4' 2X WOOD 3.4 KS)MIN.CONC. 13/4' 13/4'MIN.E.D. BUCK,NOTE 21 3.4 KSI MIN.CONC. IMIN E.DWIN MINE: BUCK NOTE 2 1X WOOD BUCK,NOTE2 ying with th PtwWa I 31W TYP PRMUCTRENEM 13/4'TYPE 2 -7 1 3/4!'TYPE 2 Buff"s E 1 1 318"TYPE 1 cmpi lXWOOD BUCK NOTE 2 13/8*MIN. ".r"12^of MIN. 1/4'MAX —1/4"MAX. 1/4 1/4"MAX. SHIM SHIM WOOD EXT. SHIM SHIM ANC: EXT. EXT. WOOD CONIC. WOOD EXT. CONC. 71 — ANCHOR, 04 TYPE 2 OR 3, ANCHOR ANCHOR NOTE I NOTE 1 TYPE 2 OR 3, NOTE I co DOOR HEAD(WOOD) DOOR Hl 11/4'TYPE 1 OR 2(CMU) NOTE 1 3: P 1318'TYPE I(GONG) 0 1 3/8" LITE Ar_HEAD(CONC) UY 13/4'TYPE 2(CONC) SIDE LITE HEAD(WOOD) SIDE 1/4°MAX.S MIN. 1/4MAX. &0 i - 1 1/4'TYPE 1 OR 2(CMU) SHIM __T 1/4°MAX. HIM 1/4°MAX.SHIM 13/8'TYPE I(CONC) 3/4" 13/&MIN. MIN.E.D. 134" 13/4'TYPE 2 WOODIF CONC. MIN.E.D. ANCHOR ANCHOR, zi ON CONIC ww NOTE 1 Wp 0 cl) STAGGERED ANCHOR CE 1.5 KSI MIN,CMU OR LL CENTERS, ON \L-WOOD 0 TYPE STAGGERED 3) I:!.:---T " 3.4 KSI MIN.CONC. Cal 20R3, CENTERS, ANCHOR, C40 co jr 13/4°MIN.E.D. 0TYPE f'*1 314°MIN.E.D. Lu _j o NOTEI NOT-. 2X WOOD EXT. NOTE < 0 cl) WS,MIN.CMU OR 20R3, 2X WOOD EXT. IX WOOD BUCK BUCK NOTE 2 NOTE 3A 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) om Lli W Z WOOD ANCHOR TYPE 2 CONIC.ANCHOR, z co of uJ R NOTE 1 1 WOOD ANCHOR,TYPE 2 OR 3 NOTE I CONC.ANCHOR,NOTE I 1X WOOD - d04 0 LL EXT. BUCK NOTE 2 EXT. 0- a I EXT. EXT. OTE 3 1/4MAX !4°MAX. /,,-114'MAX. ZSHIM SHIM �114'IVIAX. SHIM I afal TYPE I 13/8 MIN, 0 I 3/4'TYPE 2 13/8"MIN. iGt TYPE 1 3A KSI MIN 1 3M 314"TYPE 2 2X WOOD BUCK NOTE 13/4" 2X WOOD BUCK NOTE 2 __�IN.E.D.' 3.4 KSI MIN.CONC. 2 CONE DOOR SILL(WOOD) DOOR SILL(CONC) oa SIDE LITE SILL(WOOD) MIN.E.D.SIDE LITE SILL(CONC) NOTES: 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4'TAPCONIS EMBEDDED 1318.MIN.(TYPE 1)OR 1/4'SS4 CRETE-FLEX EMBEDDED 13/4-MIN.(TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE #12 SCREWS,G6(TYPE 3)OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED I 31W MIN.(TYPE 2). 2.WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 lir THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 lre THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE 'ty 6 tro 0. IL AUTHORITY HAVING JURISDICTION(AHJ� S.I :o_ 3.IF SILL Is TIGHT TO SUBSTRATE,GROUT OR OJR&MA RI IjN3?%E$lFL[DetSED,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) 6 MUST FULLY SUPPORT THE ENTIRE LENGTH W THE SILUIM T E SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS 2 Z o cli WOOD,30#FELT PAPER OR MASTIC IS REQUIROD BETWPEN GIROfrTM. Oa%SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. g 00 0 0 0 00 vF • 9:0 0:0 fe: see 0:0 THE HOME DEPOT-AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 7664363 Name rubio ek Location PRODUCT MULTIPLE NNIM Opening Corner PRODUCT APPROVAL REQUIRED OPENING Window Opening WINDOW ARE IN Location Zone ACCEPTANCE APPROVED DESIGN PRESSURE Dimension MULLION SHUTTERS No or NUMBER Style (+)PSF (-)PSF (+)PSF (-)PSF Wdth IN Height IN REQ. REQUIRED 1 4 13-1009.04 PW 80.00 80.00 40.10 43.40 19 62 NO 2 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 54 62 1X4 Mull NO 3 4 13-1009.04 PW 80.00 80.00 40.10 43.40 19 62 n/a NO 4 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 72 50 n/a NO 5 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 53 38 n/a NO 6 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 36 38 n/a NO 7 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 36 38 n/a NO 8 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 72 50 n/a NO 9 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 36 38 n/a NO 10 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 72 34 n/a NO 11 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 72 37 n/a NO 12 4 13-1009.05 SH 60.00 70.00 40.10 43.40 17 24 n/a NO SGW=SLIDER GLASS WINDOW/SH=SINGLE HUNG/DH= DOUBLE HUNG/GD=GARDEN DOUBLE SWING DOOR/PD= PATIO SLIDER DOOR/CASE=CASEMENT/ PICT= PICTURE WINDOW/ED= ENTRY DOOR/AWN=AWNING .. ..: .'. Goo 1-4 s2- Miami Shores Village APPROVED BY DATE 4n- ppi�gg �.J ... a G DEPT • • • ' ' ' ' S BJECT TO COIW LIAN WITH ALL F E . . . . . . . . . . . .. .. . . . .. .. "' ' • • • 1 OF 1 STATE AND COUNTY RULES AND REGULATIONS 2014-07-25 05:47 0251PR 3054141426 3054141426 » Home Depot AHS P 9/14 WIN 12 .... . ...... • �yy leu y' • abs S�o G 7�i 2 L V % t zit - . FLORIDA BUILDING CODE 2010 - ASCE/SEI 7-10 -WIND LOAD TABLES - 1703 175 mph - Enclosed Building with mean roof height less than or equal than 60 Feet - EXPOSURE 3 AND D WIND PRESSURES IN PSF WIND PRESSURES IN PSF 175 MPH VELOCITY-EXPOSURE D WIND PRESSURES IN PSF WiND PRESSURES IN PSF 170 MPH VELOCITY-EXPOSURE D 170 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-EXPOSURE C Roof Slope less than Roof Slope greater Roof Sloe less than Roof.Slope greater Building Roof Slope less than Roof Slope greater Building P Building Roof Slope less than Roof Slope greater Building P than 10•de tees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees � than 10 degrees Height 10 degrees t 9 Positive Neg. ive Positive Negative g Positive Negative Positive Negative g Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 •z4 g z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4. z5 i4& 52.8 65.1 z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 36.7 39.7 48.9 40.1 3. 53.6 1a6-ZO 44 Z 47.8 58 9 48.2 52;3 64 6 16-2Q 46.8 50.7 62.4 581.1 -55.4 68.5 16-20 36.8 39.8 49.0 40.2 43.6 53.8 6-20 39.0 42.2 519 42.6 Z 57 0 31-40 49.8 54.0' 66.4 54.4 59.0 7�.8 31-40 52.8 57.2 70.4 57.6 62.5 77.1 3 q. 43.7 . 47.4 58.6 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-3Q 47.4 51.3. 63.1 51.7 • 56.1 69.3 21-30 50.2 54.4 66.9 54:8 59. o Z Z1>30 40.0 43.4 5 . 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 45.1 41.8 60.1 49.2 53.4 69.1 1-6Q 53.4 57.8 71.2 -9-8-.4 63.3 78.2 51-60 56.6 61.3 75,5 61.9 67.1 82.9 4 48.7 52.8 65.2 41-50 47.2 51.2 63.0 51.6 56.0 69.1 51-50 51.8. 56.1 69.0 56.6 61.3 75.7 41-5Q 54.9 59.4 73.1 60.0 65.0 41-50 44.6 48.3 59. 58.2 71.8 MLAMI-DARE COUNTY' 51-60 46.3 50.2 61.8. 50.6 54.9 67.8 51-60 49.1 53.2LA�e5n DE COUNTY LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION p� TITHER COUNTIES LOCATION SOMPLE EXAMPLE OTHER COUNT.LES - T Roof slope (_C J `.A/1 G C O; iITC. GENERAL NOTES:.. ,.,.� �urrawr�anrESN'^'Tc�c rnnarnnwS AMD CABLE ONLY TO CALCULATE THE WINDLOAD FOR CO L9PONDES GN PRESSURE ACCORDINGLY WITH THE EXISTING Engineering Services-CA 8116 1-THESE TABLES ARE APPU pQORSi APPUCABLE TOA SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE IZ CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. Z4 i 55950 a 201 2_PLEASE;NOTE THAT A SPECIFiC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED.BY THIS ENGINEER- THE SIGNATURE AND SEAL INDICATED ON za i <h� DAVIE-FLO IDA 33314 THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION T�:(9 ) 304 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED ElY THE CIN I ME ROOF � E-mall:Eng 01-com HEIGHT OFFICIALS. s abstnrctian having.the size of single family dwellings• 4 EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas arniather terrain with numerous olaseiY P prevails in the upwind drecten far a distance greater on for a distance greater than 1500 R Far bunding>30ft exposure P l Far buDding<=30ft exposure B prevails in the upwind direction C when building Is located In Exposure B �gw Bea height,wiche�er'is granter:Based an the FBC-HVHZ,use Expw" and grasslands.Exposure C w@ apply when exposure D than 2600 ft or 20 times the building with i f att"obstructions with heights less than 30',open country 5-EXPOSURE C(SectfQq?fL7•�1-QPM tergln • • • • • than 5000 ft or 20 times the building JUN O 9 and 8 do not apply. S n 26.7.4-6latiur&b 4ruc6I!mLWd water surfaces prevails in the upwind direction far a distance greater 20147 8-EXPOSURE D( erg • 0 +0 • • • • • height whichever Is-greater • •• • • • •• a<=BW x 0.1 or a<=h x 0.4 7-BUILDING'CONSIDERED�RiZX.OSED-Alf glazing shall be impact reststant glazing or protected with an impact resistant covering Bw less or equal than BL PEDRO DE FIGUEIREDO a-ULTIMATE WIND SPEED.V=170 MPH,175 MPki .a must not be less than PE52609 9-T0POGRAPHIC FACTOR Kzt=I-d(�FLAT TERRAIN)• • a=3 feet or a=(L04 x SW NOT VAUD W/OUT SEAL -10-DIRECTIONALIV FACS Kd=�" birectiaDal�j aft sFactor) I J • • i 12-EDGE STRIP(af:TLrrlpffer of 1 a°A ti�laast hoiz•.at�idi;�ns�or 40%of the Mean root height,but nct less than the larger of 4°!0 of the least horizontal dimension or TRIBUTARY AFOk!10 SC • 3 It. 3/6/20 L2 r i 4 M IAM I•DAQE MIAIVH DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(REM) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sovleeonomy PGT Industries,Inc. i 1070 Technology Drive North Venice,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 and accepted by Miami—Dade County RER Product Control Section 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 Section(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. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product i Control Section 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 500 Vinyl'White PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-1, Series titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through 11 of 11, dated 08/07/08 with revision "C"dated 10/07/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., beating the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami— Dade County Product Control Section. 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, model/series,and following statement: "Miami—Dade County Product Control Approved",unless otherwise noted herein. REVISION 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 beat a 4vision or c�i .. Inge .• in the materials,use,and/or manufacture of the product or process.Misuse of this NO'A as an endo}'§&Vftt ....:. of any product,for sales,advertising or any other purposes shall automatically terminatetus NOA.Failure • to comply with any section of this NOA shall be cause for termination and removalofY�*** • • • •• ••• ADVERTISEMENT: The NOA number preceded by the words Miami—Dade boirnty, Florida, and followed by the expiration date may be displayed in advertising literature. If any porlati pf the ltTl)A.is see••e displayed,then it shall be done in its entirety. , INSPECTION: A copy of this entire NOA shall be provided to the user by tho manttfacturer or.its •••• • distributors and shall be available for inspection at the job site at the request of the Building Official.*00 • This NOA renews NOA No. 11-1013.19 and consists of this page 1 and evidence p8 Etl and EgIgas • well as approval document mentioned above. •••• The submitted documentation was reviewed by Jaime D.Gascon,P.E. riiarlanaoe courier r's NOA No.13---1009.05 Expiration Date: January 08,2019 Approval Date: November 14,2013 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0820.14) 2. Drawing No. 5191-1, series titled "Vinyl Single Hung Window, Large Missile Impact",sheets 01 through 11 of 11,dated 08/07/08 with revision"C"dated 10/07/11, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P. E. (Submitted under previous NOA No. 11-1013.19) 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 2411 3.2.1,TAS 202-94 along with marked up drawings and installation diagram of a vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ITL-5710, dated 08/13/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 08-0820.14) 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, prepared by Architectural Testing, Inc., Test Report No. ATI-84576.01-401-47, dated 10/31/08, signed and sealed by Joseph A.Reed,P.E. (Submtitted under previous NOA No. 08-0820.14-For Reference only) C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complyinrVith FBC*2010, prepared by manufacture, dated 10/07/11, signed and sealed bY.A.fl.t.h.B.n Y L ;*14Tiller, 0000:. P.E. • 0000.. 0000.. (Submitted under previous NDA No.11-1013.19) • 0000 0000.. 2. Glazing complies with ASTM E1300-04 gee* •0000. • 00.00. .. 0000. D. QUALITY ASSURANCE ••'••' '••' •••• • 1. Miami Dade Department of Regulatory and Economic ResourceEg). ;• 0000.. Jaime D.Gase n,P.E. Product Control Section Supervisor NOA No.13-1009-05 Expiration Date: January 08,2019 Approval Date: November 14,2013 E-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0830.09 issued to Mikron Industries, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 10/6/11, expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture,dated 10/07/11,signed and seated by Anthony Lynn Miller,P. E. (Submitted underprevious NOA No.11-1013.19) 2. Statement letter of no financial interest,issued by manufacture,dated 10/07/11,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.11-1013.19) 3. Laboratory compliance letter for Test Report No. FTL-5710, issued by Fenestration Testing Laboratory,Inc.,dated 08/13/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted udder NOA No. 08-0820.14) 4. Laboratory compliance letter for Test Report No. ATI-84576.01-401-47, issued by Architectural Testing,Inc.,dated 10/31/08,signed and sealed by Joseph A.Reed,P.E. (Submitted under NOA No. 08-0820.14-For Reference only) G. OTHERS 1. Notice of Acceptance No. 11--1013.19, issued to PGT Industries, Inc. for their Series "SH-500-Vinyl White PVC Single Hung Window- L.M.I.", approved on 12/08/11 and expiring on 01/08/14. 6666 • 6666 6666.. 6666.. .. . 6666.. • 6666.. 6666.. •*000 • 6666 6666.. 6666. 66 66666. goose .. 666666 6666.. • 6666.. • 6666..6 Jaime D.Gas n,P.E. Product Control Section Supervisor NOA No.13-1009.05 Expiration Date: January 08,2019 Approval Date: November 14,2013 E-2 GENERAL NOTES:LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS NOA DRAWING TABLE OF CONTENTS sHEEr 1.GLAZING OPTIONS: GENERAL NOTES.................. .„ .._.....1 A.314°LAMI I.G.GLASS COMPRISED OF(1)LITE OF 118'TEMPERED OR ANNEALED GLASS,AIRSPACE AND 6118°LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS._................................._...2 OF(2)LITES OF 118°ANNEALED GLASS WITH AN.0901NTERLAYER OF DUPONT PVB. GLAZING DETAILS...•...........................3 B.71W LAMI I.G.GLASS COMPRISED OF(1)LITE OF 118"TEMPERED OR ANNEALED GLASS,AIRSPACE AND 6118°LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS..............................._4 OF(2)LITES OF 1W ANNEALED GLASS WITH AN.090 INTERLAYER OF DUPONT PVB. SECTIONS,I.F.FRAME...........................5 SECTIONS,BOX FRAME........................6 2.CONFIGURATIONS:III AND PROVIEW PARTS LIST......................•.............„..•..„7 EXTRUSIONS................._.........................8 3.DESIGN PRESSURES:-70060 PSF(ALL GLASS TYPES LISTED ABOVE) ANCHORAGE SPACING,BOX FRAME...9 ANCHORAGE DETAILS,BOX FRAME 10 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. ANCHORAGE DETAILS,I.F.FRAME.....11 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. C.IF A TEMPERED CAP IS USED MAX.OP IS•501+60 PSF. 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 FLORIDA BUILDING CODE,CURRENT EDITION. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 6.SHUTTERS ARE NOT REQUIRED FOR UNITS LESS THAN W. 8.REFERENCES:TEST REPORTS FTL-6710. ANSIAF&PA NDS 2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE 0"). a�Rmp��hh ayjrylthe Florida Building CodeNo O A tmice. dela farm Dade Pmduq Ceahol� PRODUCT REVISED n=UAyiag ndih am PImms A meNg 1-lGt3. y ExpLreH)oa Dato �t4- Ey' �1 Mtem DadeCon 1,. 00. Luz nam ttneroa L�7ERDAT60t8/31R8 • NOTES -�•o' s�P ��P';'��l iW0'feClWOLOOY DRNE �i� fLOR�.•'`C1 .0. 17/t8A8 • M NOKOSIIS,ft94Y78 P T TaW i�/C`'•"•••••' Tj� • Vin S(n !e ffung Wfidow La a M/ss!!e!m acf ''/,FSSIONP� iQ1711'1 • 20 f • P.O.BQX 18� y PtO.0223 I 1JLr/b Berme �"'°"` °"` 8°°10 °i`°"' a^ A.LYAW M8!1!EI�,P.E. O. w •• Vm • • •• h Sil800 NTS 1 d 11 5181'1 C FL P.E.#68705 ••• ••• ••• • • • • • 0 • • • • ••• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • 65 31W FRAME O.D. 62116'MAX. 48'FIXED WIDTH DLO 521/6°MAX. 48'FIXED WIDTH DLO SEE SHEET 8 V 41/6'O.C. MAX FOR ANCHORAGE MAX MAX, MAX Tom'• REQUIREMENTSI F . .. . . . . . . . A MAX. / 33 314' / 33 314' FIXED FIXED HEIGHT DLO HEIGHT DLO 76' 76' MAX. MAX. �t 10' 78114° PRODUCT RENBWRD MAX. FRAME recomplying whh Ow Florida Z_ 1 O.D. Bull Code Q Q .L Aa'eptmrco NoV.fdd O LL Delo PtoduclOon>� 33 33 ifV SASHSH SASH / HEIGHT DLO /V HEIGHT DLO X n PRO DUCYRBNSSD as contplyMg}vith tho Florida &tildiog Carlo A=ptww No BxptroMpn Data IG. ®� 2114" MAXBy 45 314"SASH W67TH DLO MAX M uciConaut , TYP. L" BOX FRAME INTEGRAL FIN MAX.SIZE a 52.125"X 76" MAX.SIZE=62.125"X 75" t NOTE: 1.FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. •• • .90P,INTF•GRtu F1N F%WE SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEETI1. � c„Itt W • .a ilI1 m• a PSRll9 w4mDELET7ERDA7ED fOWm " o • to7o7ecwao�oovtxmE ELEVATIONS • .o.• i7n8p8• .0 ADDEAfO'MAXDMIENSlOH7 OWPAMES"A7/ON ROKOM%FL3WO T •, �( �G �• •• . • •. Vn 1 Single HungKwow Large Missile!Dac ii Mani HTHIS SHEET laftm V—W,vl* Vwbb Bmr A.LFOSNSI MtOILNLI ,'t P .E. DAL 0071W all 5181-f C FL P.E.#58706 • ••• ••• ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 314'OVERALL GLASS NOMINAL 314°OVERALL GLASS NOMINAL 15'LAM(GLASS NOMINAL 18'LAMI GLASS NOMINAL 115'ANNEALED 118°ANNEALED GLASS GLASS AIRSPACE AIRSPACE 080 DUPONT .050 DUPONT IV TEMPERED OR PVB INTERLAYER 1W TEMPERED OR PVB INTERLAYER ANNEALED GLASS 118'ANNEALED ANNEALED GLASS 115'ANNEALED GLASS GLASS 35 OR 36 35 OR 36 1/T NOM UR'NOM 39 GLASS SITE 39 GLASS SITE 41 � 41 CE OUTSIDE OUTSIDE �coPRODU RBNB\\'BU�rolrmg��"ED q BtalaingCo .Z9. N I 0 phopymce No end De epopduct Co"tnst �o�a oo�o PRODUCE RBVI38D �rnmplyingwllblhoFlortde ' Boildtog Code AcceRimaa No - 14, Bipiredon Dote lEl• OPTIONAL 4 OPTIONAL 3 n�aiemi Bae BOI Ce11(tpl; FLANGE FLANGE tuutt 3/4"LAMI I.G.GLAZING DETAIL 3/4"LAMI I.G.GLAZING DETAILvNN Ott '%, WITH 5/16"LAMI GLASS AND 1/8"CAP WITH 5/16"LAMI GLASS AND 1/8"CAP BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME 58105 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) _ * LU *@ * moo • • •• — to to�tl 59. e` • rtaww•naoaterrERCArmto�suse ewp°"` ';��0. gfi :�z� �g�B�08YD�j OLAZ/N(3DEfAlLS uo nsssxgr Nacomis.RM4 i •cF ..... ••' • ten►• , + T MOH ET P.a sy c tt'za --�~— Vint Sin to Hurt Wlndow,Large Missile tm act sx ire NOROIa�,ft9427d yu(a(y geese,• ` I �M°- 1be ALYN�MILLCFi.P.E. O.O m;,m sxaao Full 3 e 11 6181-1 C FL P.E. 58705 • ••• ••• ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7/8"OVERALL GLASS NOMINAL 7/8'OVERALL GLASS NOMINAL 18'LAMI GLASS NOMINAL —5116"LAN GLASS NOMINAL 1/S"ANNEALED 118'ANNEALED GLASS GLASS AIRSPACE AIRSPACE .090 DUPONT .090 DUPONT 118"TEMPERED OR PVS INTERLAYER 118"TEMPERED OR PVB INTERLAYER ANNEALED GLASS 1/8'ANNEALED ANNEALED GLASS 118"ANNEALED GLASS GLASS 31 OR 32 31 OR 32 39 GLASS ir S BITE 39 GLS BITE 0 40 � 40 ODUCTRRNHIVRU OUTSIDE OUTSIDE �mpblms�&0Flwido r 3-1 ociloll e➢m+usp a� leml PCoolro rrr—�-T-l�o RODUCr REVISED compift wild fire Rodde.� oUftCode rpadm Dote NO - y 1•�- OPTIONAL 4 OPTIONAL 3 lemji ao ProdovN JJ FLANGE FLANGE 7/8"LAMI I.G.GLAZING DETAIL 7/8"LAMI I.G.GLAZING DETAIL 11lili LYNN WITH 5/16"LAMI GLASS AND 1/8"CAP WITH 5/16"LAMI GLASS AND 1/8"CAP �`��° •�cew 4F'� BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME �Ic: No.58705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) •• • • • • • • of 0: lo�loll! i •a tlllailtei •a • MUMr-0ADeLETTERDATED1a�tO GLAZING DETAIL ` of • • • • 1070TEOKNOLWYDRIVE S ''A�iC�'•., oR10P' C9� rilt • Yws• • MOQ�1I�Y��N�QETNS SHEk7 N=MAPl.34276 rr 1md�n� 0 NOCHA MMSSNEEr P.o.sgxINI Vin ISin l9 Hun Window LargeMlssllelm act 11�` "m.nayi ode: puce NOKOMIS,F194274 yylbjy getter 81191efe° 6agp •e1b Qe�NO A.LYNIUILL�>1t,P.E. p p 0"7108 sNr00 NTS 4 a 11 6191-1 c FL P.E.$68705 • ••• ••• ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DAYLIGHT OPENING SASH 1 OPTIONAL 11 31 32 12 FLANGE 1 35 36 1 0 40 41 3 5D 40 41 OPTIONAL DAYLIGHT 31 40 41 OUTSIDE FLANGE OPENING D 32 M DAYLIGHT OPENING FIXED 35 MAXTYP. WINDOW WID 36 HORIZONTAL SECTION o (INTEGRAL FIN) Jx5WINW 9 40 41 HED IT g PRODUCT ththoVjmid3 8 11 tmNo �q Pr°A°et ON 1 DAYLIGHT OPENING SH PRODUCTREVISED m compIftvA1b rite PIcrWe HOT 40 41 13 11 4!44 WELD iI11tU HOT WELD CORNER ASSEMBLY VERTICAL SECTION (INTEGRAL FIN) (INTEGRAL FIN) 3 * No.58705 •• 04 • • • • • •• ;� ID1w 91 • 14w: •A.0.• • WHAMMADELETfERDATED10 08 �Q�t• 3TATEOF D •. • • ,rrn• • +moTEctmoLooronwE 3 CTJONS /NTEGRAt.FJNFIiAME ,F fiCORiOP:'• \'�': D. y • •D• no CNIOM R09sHEET NOXOMl8,FL 36278 trx •,�ss;�••••••••••��• •• • �!• � --- Vinyl Sin a Hun Window La a missile/ aat JJ 1N07� Q NOCHANQETHlsSREET P.D.MjX,828 ,, ea.e osroeu xns i tt ae4 n r6oxoLL+ss,F<36276 VlstbiT Barer NTS S d 11 5981-1 C FAL P.E.#58705P.E. D. oeio�ms ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • DAYLIGHT OPENING SAS H- 2 OPTIONAL 11 31 32 12 FLANGE 2 36 36 2 0 D 40 41 3.:60 40 41 OPTIONAL DAYLIGHT 31 40 41 OUTSIDE FLANGE OPENING FI D 32 1.848 .DAYLIGHT OPENING 36 MAX TYP. WINDOW WI 36 HORIZONTAL SECTION (BOX FRAME) mAx 5 9 WINDOW ouucrRSNEw HEI HT ° a9 amplY�B�vithllie Florida 6 11 nNO 3' o0q D 40 41 DAYLIGHT OPENING 8 H 2 PRODUCrIlMSM as complyftwhit the Florida 413 "d6tS Code HOT 40 41 A«ewaaeexea !d WELD EspirmtoaDat 11 8j ePcoduct trot ututit JAI LYNN. HOT WELD CORNER ASSEMBLY VERTICAL SECTION 4 ~ TF' No.667os (BOX FRAME) (BOX FRAME) • uenyws �O� SFA E OF/ ,:•(VW� • D.o.• IA*W• •A • a! mw4mwLErmVATEDTttl W SECTIONS,an FRAME '�F '••`<oR10P ' �� • 1070 TECHNOL06Y DRIVE • DAS no •B • NOCr'MA'OETINSSHEET N01C0598.FLN"6 '"` S!ONAL�NG`'� •• • — Vln 1 Sin le Hun Window La a Missile Im act �� w� Bfl 10PoTHT C CHANOETNl831@iET NO"0 199 R 4 vhlbly Better 6i t ans +eer n xo. w� A.LYNN MILLI P.E. D.O. 08/07108 SH60D Huff B a 11 8191-1 C FL P.E.#68706 • ••• ••• ••• • • • • •oc • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • ITEM DWG NO. PART# DESCRIPTION ITEM DWG NO. PART# DESCRIPTION .215 1 9921 66163 WT83RAL FIN FRUM HEAD&JAM 7f8°LAM aGLA88:1B'TEMPEiEDOUBOARD- 090 2 9871 89871 BOXFR4NcHEA08JAM3 31 AR31T10E•1f8°ANNFALED PVBWrEiBAYER- U8"ANNE4LED(8f18"LAfM c� 3 9620 86184 WIEGRAMESUANE3LL 7/8"LA LQ.G1AW.IVANNEALEDOUIBOARD1ji- 4 9a70 89870 FMMEETMR 32 ARSPACE-tl8"AWCALED-.O90PVBWr92L M- 035 5 7940 65,E F9c®NfTWL4RaL IWAMMLm(5/16"LW ITEM 40, 6 712a+ 05101 MEEIMRALREIffOR004M 33 I.G. BEAD 7 7942 86109 BASH STOP a 8873 65117 BALANCECOVE S 34 MAT'L:White Ridged PVC 9 7092 65196 SASHNIDTLOCK by MIKRON Industries,Inc. 10 616M WBTP.,.187X.270PHVAL 314"LAM LM GLASS:1/8"TEMPERED OUTBOARD- DWG NO.6492 11 7092.1 85114 SASH RMWOMEMENT 35 ARBME.1VANWALED-.090PVB91BHitAYER- 12 7093 68108 SASI4SDERAL 1�°A481FA1.®(6fl6"LAW � .272 13 7748 65113 BASH LFT RAL 3l4"lAN La OLA88 1/8"ANNFALm OUTBOARD- 14 1669 716898P NZBIFPORTPLATE 36 AMPAOE-I/rANNEALED-.090PVBWTERLAYER- 16 156110 71894 'MTBALANCESHM 1f8"ANNFALED(6f1WLANfl to 189a 7FFHMPF FJVOTBARS 37 ITEM 41, 17 76208SLAW CAMBWk*LCCK sLIO�EDOW1199 SDL BEAD 18 7613MM CAMBWEEPLOCKKE FER 39 19 79803WF VVEE'HOLEOOVER 40 6492 1 66112 GLAZWDBFAD MAIL:White Ridged PVC 20 7875RHn. RHTMATCH 41 9483 65148 8DLGLAZHQBEAD by MIKRON Industries,Inc. 21 7075LHIL LHTLTLATCH DWG NO.8483 22 71669SP AUJUSCFWNSLff=PLATE 23 7103aW MTALL HOLE PLUG 24 716M 8ET1140BLOCK 25 71684AK SETTw BLOCK-SELF ADHESIVE �OpucTRENEWHO 2a 78X1FPrvw 8 X P PHTECH(410 as PANTEC) v11h 1110 Florid° c�swmNym9` 27 7612FPPM 6X1WFH(410S8PAMM BuildiaB Cu da No 28 7BX2TPA410X BX2"THVWLSCRBNBB tenco Z 29 78X7+4FPA6410X 98X 1 14 30 BX1FPAX 108XV Da& Oon>rot 1.44Q 410 —1.235 �+— 870—►{ O8Q--i I I PRODUCTRBY138D b conV)y6tfi'i6tthe Florida, 1. .0 Hamfig Code 1. 18 1 7 �mflonnO MM to (t! 080 BY. £ I .0 Mtmni Product Cdn 9 110-•I I-- ITEM 11, SASH REINFORCEMENT ITEM 5, ITEM 6, ITEM 9, MAT'L:Alum.(6063-T6) ONY lYNN DWG NO,7092.1 `�`Pa4�•'.1c.....<Fp FIXED MEETING RAIL FIXED MTG. RAIL REINF. SASH INTERLOCK MAIL:White Ridged PVC MAIL:Alum.(6063-T6) MAT'L:White Ridged PVC No.58706 by MIKRON Industries,Inc. DWG NO,7128.1 by MIKRON Industries,Ina •• QV Q Np.7,g40• • • •• DWG NO.7092 :L{- R.WaxD.a 1 •a r�R9dadfAbaotLE/rERba7EDraJlroa °ei°"'� /�� ,�'•. tom TECHNOLMDRNE PARTS L/STA'11YD EXTRUSIONS %,t� CORIDP•; a as 12pR@8 •9 • ADDED DBlFMKOWOAUMEXTRUS10Ns NOKOMI9,FL34216 X 1047/" c NOCHANQE7N/BSHEET P.D.agxIM �— Single Window,La a Missile/E aCFt �S ONAL e`G as NOHOMI8,FL94274 1/LarblyBeim,• t?tt800 NT$ T a 11 6181'1 (, FLA. SP.E.#58706 P.E. Cri OB07/Q9 • ••• ••• ••• • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• OPTIONAL 3.25'0 FLANGE 3.260 T i A 3.2 J111,11 ,11140 J-1 H2.84 � �[] 2.84 040 .060 2.00 040 D E �oaa ,0,j uo a 0 OOOJ u ITEM 2, ITEM 3, INTEGRAL FIN SILL BOX FRAME HEAD/JAMB OPTIONAL ITEM 4, MAIL:White Ridged PVC by MIKRON Industries,Inc. MAM White Ridged PVC OPT/OVAL DWG NO.9285 by MIKRON industries,Inc. FLANGE BOX FRAME SILL FLANGE DWG NO.9288 MAIL:White Ridged PVC by MIKRON Industries,Inc. RODucrIeFNR,L DWG NO.9286 0rnmplYing �lln Florida ullding Oudo OPTIONAL 1.910 �1eD FLANGE y�� ' 847 A9ianvDodsPtodaeiCwid°` 3Z nu326 � PRODUCT RBVISSD ��—�1D ®comPlyl�NOI 11 Rlm(da 040 9utldlag coda Aarptanto No�'I ITEM 12, ITEM 13, xExYplra�tanData ¢ O SASH SIDE RAIL SASH LIFT RAIL ""'u` ahP a"`""° v MAT'L:White Ridged PVC MAIL White Ridged PVC by MIKRON Industries,Inc. by MIKRON Industries,Inc. 1t i 1 DWG NO.7093 DWG NO.7746 .EN ITEM 1, INTEGRAL FIN HEADMAMB �\ 3E .. *: No.58706 MAIL White Ridged PVC by MIKRON Industries,Inc. _ •• 090 • • DkVG ii0.9287•• _ D.S. rnsros •a ARMM A"LE MMTED100e °ems '.a'A`' 9iA1 °A _ ffr 1070 TECHNOLOGY DRIVE EXi'RUS/ONS O FLORI° O u r •c• xocrywoerrussaear • NOKOM,FL Paggx,3ae7g V/n SI Ie Hun Wfndow Large Mlsalle/m aot r�,SS10NPL�?` p�,6,;� awx NOK0608,FL 34274 j!(,*$ems a awtba,e soJx " A.IYNw M�LLLRt,P.E. D.G. 0w?/OB 9rr800 Half 8 d 11 6181-1 C FL P.E.#58705 • ••• ••• ••• • • • • • • • • • • • • • • • • • • • :0: • • • • • • • • •• • • •• • • so: ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES ANCHORAGE NOTES FOR BOX FRAME: 1 TABLE. WINDOW WIDTH VleW 1.ANCHOR TYPES: 1-3/18°ULTRACONS ` Fixed Sesh 1/1 16 20 24 28 32 38 40 44 48 521/8 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. 36 24 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 HEAD- 6'MAX.FROM TOP CORNERS JAMBS-8'MAX.FROM TOP CORNERS' W 25 45 1 1 1 1 2 2 1 2 1 2 V MAX.FROM BOTTOM CORNERS ('NOT TO EXCEDE 1/4 OF TOTAL WINDOW HEIGHT) 30 54 384'MIN.BELOW MTG.RAIL N 1 1 1 1 1 1 2 1 2 1 =1 _17-2 2 SILL-ANCHORS NOT REQUIRED D 35 62112 42 " 3.INSTALL PER THE ADJACENT TABLE ANCHOR O _1F2_—IF-2 1 2 1 2 1 2 1 2 1 2 2 2 2 2 2 2 QUANTITIES USING THE DIMENSIONAL CRITERIA OF W 40 48 NOTE 2. 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 42 5 .ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT H 45 64 z IA2 2 2 2 2 2 3 2 3 2 3 OPTIONAL FLANGE. E 6.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 11. 2 _2_r2 M3313 213 213 G 55 88 1/1 WINDOW H 31-21-3121312131213 2 3 3 1/g��.►{ T 60 72 2 3 2 3 2 3 2 3 2 3 2;33 4 3 4621/2 75 3 3 3 3 4 —— R �1ODUCrRSW60 �N3th ft rhlm Example:62.125 x 75 For 111 Window a amw>roe 1 qv/y� v-J. 76' ] 9 3 ♦Anchors required In the head —— —— dumdtmeaFcO"w Anchors required below the MIR —— —— Anchors required above the MER Example:52.125 x 62.500 For View Window s VIEW WINDOW "RODUCT RSVISBD �+—621!8' Buliftg CftudevlN tFre Flortdx 3 Head"" r__3_1 Aceeptenee No - 3 4 2 2 —— I —— Ex! 11,n Dare - 14 Fixed'• Sash- —— sm1a.d`7 eFrodudcawro s FIXED L (✓ NOTE FORVIEW WNIDOWS REVIEW FIXED WNDOW HEIGHT FOR ANCHOR QUANTITY IN HEADAND 82112• —— —— 'A111111111, ABOVE THE MIR,AND USE THE VIEW SASH WINDOW HEIGHT FOR ANCHOR QUANTITY BELOW THE MTR \\\O..LYNN MAXIMUM HEIGHT FOR VIEW WWDOW IS 621/2". — —— Q�;; V\CENSE •_Fp 4H SASH err N0.58705 NOTE:F VIEQVVN •THE VRGF•ST QAN NPI EXCEED THE TESTED SIZE. to =11 4' +W'i+�+• • • • • • • STA E OF/ t•(V` At' W #AD QATED1W1M Q '., +moTEckNOLosrORn� ANCHORAGE SPACING .C` •. FtomoP• '�� .W f 07/fl C AIACFD{1�CiET&.&ET DOWEXAMPtE3 N P.O.= ,Large • •• Vin 1 Sin le Hurt Window Missile Im act tiv MR mbana mec NOxoM69 FL34274 YMbry Berm. a maer m..toxa C A. FLuP.E#L58 OS P.E. D.a 08/071M sNdOo NTS 9 a 19 6989-9 • ••• ••• ••• s • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 • • ••• 0 0 2x WOOD BUCK 010 SCREW (SEE NOTE 3) 114"MAX.SHIM �+ 318"MIN. ' 13/8"MIN. 2x WOOD BUCK (SEE NOTE 3) OPTIONAL FLANGE 114° MAX. SHIM 010 SCREW OPTIONAL FLANGE JAMB W/BOX FRAME HEAD W/BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1x WOOD BUCK (SEE NOTE 3) 3.5 KSI MIN.CONCRETE :• 1318°MIN. 114"MAX.SHIM OR 1.5 KSI MIN.CMU •~ —1 r•.` Q *4•: OPTIONAL pf ODUCT RBNE%WD is manim al"Ath tw lgmlda .... FLANGE Bu8dln8Code 7j•-�„DO' t'• '•p 114" Accapteae N� •�.�• MAX. ;. SHIM "111(""UUUI///'I ,�'�y• Mferoi ade Pn�duct Cwivat A. 311 W ULTRACON I%..• 1x WOOD BUCK 3118'ULTRACON OPTIONAL FLANGE (SEE NOTE 3) JAMB W/BOX FRAME HEAD W/BOX FRAME PRODUCT mcomPlYhi3,%vIth 1D ?vlthmaFlmlda THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE Btu 9I,a q 1x BUCK OPTIONAL 1x BUCK OPTIONAL IiY NOTES: Mlem t ua�.- 1 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3118°ULTRACON,EMBEDED 1311'MIN.,DISTANCE FROM ANCHOR v TO CONCRETE EDGE IS 1"MINIMUM. 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE 010 STEEL SCREW,EMBEDED 130 MIN.. 3.WOOD BUCKS DEPICTED W THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD t YNN BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ��; VCEMSF'•Y'p 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 111°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 *: No.58705 BE A 010 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. (j *,Z— xmeeyr n•zw4+ -• • • • • • om.¢mt �� as 8 aA A•14OADSQ • lawn 0•,,,�`'t�5i'+S'�'OF•LNoaAroIOPFSTA ffi0 ANCHORAGE DETAILS-BOX FRAME1070 TECHNOLOGY DRNE D.O. 7 � • • NOKOLUS,FL MG M. ro7G. NsNTS 101• D 1?0CHARGE AN&r•• PoIm M34 Sinle Wndaw.LameMlssilelmac Nox. jj mm olxsra A. �EP. .GE`\. D.eG � 1 t 5181-1 C FL P.E.#58705 • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • +I 2x WOOD BUCK (SEE NOTE 2) 114"MAX.SHIM-1 Imo— 1j'DIA x 1 1IY NAIL, 2x WOOD BUCK 5'MAX.FROM (SEE NOTE 2) CORNER&4115'O.C.. 0 0 114"MAX. SHIM OPTIONAL o OPTIONALFLANGE FLANGE Acz-F—ir--�-r—t m 114' MAX. 1/5'DIA x 1 1/T NAIL, SHIM 21/4'MAX.FROM 1/5'DUI.x 1 1/2'NAIL, CORNER&4 11 IC- 5'MAX FROM CORNER&41/5"O.C.. 2x WOOD BUCK OPTIONAL FLANGE (SEE NOTE 2) JAMB W/NAIL FIN HEAD W/NAIL FIN SILL W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING PRODUCPRB mvj3o 09 comp ft with the Florida BWidiag Cgdo /�.� co No G l Redo Product Coe 4DDUCT RBYisso compl)4rtg.wlW the Flalde Building COM BnA�{relioo Dato/��IQ Bz 1 NOTES: MMiimal edepmdact( t* 1.FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE 118"DIA.x 1 1/2'NAIL. 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1t2°.1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 tlr THICK OR t t I I t I i GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING EAN LYNN I*e 3.FOR ATTACHMENT TO ALUMINUM;THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 118"THICK THE ��''4\CENSE''•�Fp 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#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. * N0.58705 IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. •• =b'.t�L Ir- Val D.a teL6TlERDA7E0 1008ANCHORAGE DETAILS-Int ral Fin Frame '�O�t` •' a AT o I'•�� • 0.0• t>lylar� s AbewlNdE saNEET t0 Toxo Vin 01—1.Flu Window,Large Missgs Im ad •• ,V • owm •0 N060W;0 MEET P.O.BqX 1w Ww- ma xoxonns,FL3W4 VtalbtyBetar a 6eY` ansa �'� CA FrnLP.E.EER,P.E. D.Q owma 8FtS0° NTS 11 a 11 5181-1 • ••• ••• ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I•DADE MIAMI-DADE COUNTY,FLORIDA 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE {NOA www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,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 and accepted by Miami-Dade County RER- Product Control Section 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 Section(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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"PW--520 Vinyl"White PVC Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 5190-1 titled "Vinyl Picture Window, Large Missile Impact", sheets 01 through 10 of 10, prepared by manufacturer, dated 08/04/08 with the latest revision "W' dated 10/18/11, prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. 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, model/series, and following statement: "Miami-Dade County Product Control Approved",unless othervise noted herein. REVISION of this NOA shall be considered after a renewal application has been tiled 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 eador'stment of any product,for sales, advertising or any other purposes shall automatically terniirr le this NOAH railur0 ••• :• to comply with any section of this NOA shall be cause for termination and removal 4f• AA •••••• •••• • ADVERTISEMENT: The NOA number preceded by the words Miami-Dads adoRty, Florida, and . followed b the expiration date may be displayed in advertising literature. If an ert of is •••• Y xp� Yg Y.19 � ��C,�Q/� displayed,then it shall be done in its entirety. •••• ••••• INSPECTION: A copy of this entire NOA shall be provided to the user by 'O**jpenufacturer or its •••••• .. ...... distributors and shall be available for inspection at the job site at the request of the BWW4S Official. • •• This NOA renews NOA No.11-1114.18 and consists of this page 1 and evidence p&geg Ml and.E-2,as ....;. well as approval document mentioned above. :06990 The submitted documentation was reviewed by Jaime D.Gascon,P.E. •• •••• • MlAMI•gADE NOA No. 13-1009.01 COUt�fTY $� f �rk Expiration Date: January 08,2019 6�7 Approval Date: November 14,2013 Page 1 L PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0820.15) i 2. Drawing No. 5190-1 titled "Vinyl Picture Window, Large Missile Impact", sheets 01 through 10 of 10, prepared by manufacturer, dated 08/04/08 with the latest revision "B" dated 10/18/11, prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 11-1114.18) 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 2411 3.2.1,TAS 202-94 Along with marked—up drawings and installation diagram of a vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5712 and FTL-5729,dated 08/13 and 09/09/08,all signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No. 08-0820.15) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 11/25/08, signed and sealed by Robert L. Clark,P.E. (Submitted aurder previous NOA No. 08-0820..15) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). 0000 . . 0000 0000.. E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 13--0129.27 issued to E.I.DuPont DeNs wurs&Ca;Inc.....:. for their"DuPont Butacite®PVB Interlayer"dated 04/11!13;cxpiring on 1211/16. • 0000.. 2. Notice of Acceptance No. 11-0830.09 issued to Mikron Industrjes;11W.,foa:t.%ei=. • "White Rigid PVC Exterior Extrusions for Windows and Do5F§*dated 10/6/11, ••:' .. 0000.. expiring on 12/26/16. 00 0000. .. .. 0 00 0000.. 0 0000.. �,�.�-mow, j • . 0 `` j • 0S •0 000• .0000. 0 0 000•.0 aime D.Gascon, .E. Product Control Section supervisor NOA No.13---1009.04 Expiration Date: January 08,2019 Approval Date: November 14;2013 - E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2010, dated 10/26/11, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.11-X 114.18) 2. Statement letter of no financial interest and independence, dated 10/26/11, signed and sealed by Anthony Lynn Miller,P.E. (Subfnitted under previous NOA No.11-1114.18) 3. Letter of .Adoption of as his O►vn, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.11-1114.18) 4. Statement letter of conformance and compliance with the FBC,dated 08/12/08, signed and sealed by Robert L. Clark,P.E. (Submitted tinder previous NOA No. 08-0820.15) 5. Statement letter of no financial interest and independence, dated 08/12/08, signed and sealed by Robert L. Clark,P.E: (Submitted under previous NOA No. 08-0820.15) 6. Laboratory compliance letter for Test Reports No.'s FI'L-5712 and FT1 -5729, dated 08/13/08 and 09/09/08,all signed and sealed by Carlos S.Rionda,P.E. (Submitted tinder previous NDA No. 08-0820.15) 7. Laboratory compliance letter for Test Report No. ATI-84576.0140147, dated 10/31/08,signed and sealed by Joseph A.Reed,P.E. (For Reference only) (Submitted under previous NOA No. 08-0820.15) G. OTHERS 1. Notice of Acceptance No. 11-1114.18, issued to PGT Industries, Inc. for their Series "PW-701 Aluminum Picture Window, Non Impact", approved on 02/16/12 and expiring on 01/08/14. 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 20 fi-�24•; ••• 5) Cyclic Wind Pressure Loading per FBC,TA$2U-.94 •..•.• •�, ;. 6) Forced Entry Test,per FBC 24113.2.1,TAS-292-94 Along with marked-up drawings and installation diagram of jr viftl fix q Xip�low, • • prepared by Architectural Testing, Inc., Test Report No. ATI.84576.01-401-47, ••;•• . .. .. . ..... dated 10/31/08,signed and sealed by Joseph A.Reed,P.E. or eferenBe only) . .. . .. ...... (Submitted under previous NOA No. 08-0820.15) •••••• • 03ain a D.Gasi&, .E. ' Product Control Section S"up'ervisor NOA No.13-1009.04 Expiration Date: January 08,2019 Approval Date: November 14,2013 E--2 NOTES: LARGE MISSILE WINDOWS NOA DRAWING TABLE OF CONTENTS SHEET 1.GLAZING OPTIONS: GENERAL NOTES...........................1 A.7/8"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 3116"TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/18"LAMINATED GLASS ELEVATIONS...................................2,3 WHICH IS COMPRISED OF(2)LITE OF 118"ANNEALED GLASS WITH AN.090 INTERLAYER OF DUPONT PVB. GLAZING DETAILS..........................4 B.1a LAMI I.G.GLASS COMPRISED OF(1)LITE OF 3/16"TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/16"LAMINATED GLASS GLAZING DETAILS..........................5 WHICH IS COMPRISED OF(2)LITES OF 1/8"ANNEALED GLASS WITH AN.090 INTERLAYER OF DUPONT PVB. SECTIONS,BOX FRAME................6 CORNER ASSY,BOX FRAME.......6 2.DESIGN PRESSURE RATINGS:(SEE TABLE 1 AND NOTES BELOW) SECTIONS,I.F.FRAME..................7 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E 1300-02 GLASS TABLES. CORNER ASSY,I.F.FRAME.........7 B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE,AND ASTM E 13OD-02 GLASS TABLES. EXTRUSION PROFILES.................8 3.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, PARTS LIST ..................................8 INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL ANCHORAGEE,BOX FRAME...........9 MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT EDITION. ANCHORAGE,INTEGRAL FIN.......10 4.FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 6.SHUTTER REQUIREMENT:NONE REQUIRED FOR UNITS LESS THAN 301. 6.REFERENCES:TEST REPORTS,FTL-5712&FTL-5729. ELCO TEXTRON NOA:040721.01,03-0225.05 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). PRODUCT'RENEWED w complying with the Ftodda Accep Acoeptmtce No tI,@na Da ABLE 1.DESIGN PRESSURES(PSF) Dada Product C GLASS TYPES:A.71W LAMINATED INSULATED GLASS(311S"A-AIRSPACE-11rA.,.090,1187AJ B.1"LAMINATED INSULATED GLASS OMWA.-AIRSPACE 118'A.,.M0.-UWA.) WINDOW GLASS WWDOW WIDTH MONT TYPE 69.000 60.000 61.000 82.000 44. A,B +80.0 1 -80.0 +755.0 7-80.0 +80.0 80.0 •+SD 0 80.0 AREA 18.03 SQ.FT. 18.33 SQ.FT. 18.64 SQ,Ff PRODUCPRSt7181113 46.000 A,B +80.0 800 +750.5 BLLO +80.0 1 -80.0 +79,6 -79,6 o9oomplyingnilht>mFtOddo AREA 18.44 SQ.FT. 18.76 SQ.FT. 19.06SQ.FF. 19.38 SQ.FT. Ba5ding Codd Aecepimtao No 46.000 AB +810 1 -80.0 +80.5 •80.0 +85,0 80.0 +78.6 78.5 Expimtim Dam )/,q. AREA 18.85 SQ.FT. 19.17 SQ.FT. 19.49 SQ.FT. 19.81 SQ.FT. Dy r 47.ODD A,B +80,0 4141.0 +79,9 -79.9 +79.0 -79.0 +77.4 1 -77.4 tliet°i adaD ProduetC°"tr°I AREA 19.26SQ.FT. 19.58 SQ.FT. 19.91 SQ.FT: 2024 SQ.FT. 48.00D AB +80.0 1 •80.0 +78.8 1 -78.8 +78.0 1 -78.0 1 +76,3 r -76,3 111 a 11 AREA 19.67 S .FF. 2D.00 SQ.FT. 20.33 SQ.FT. 1 20.67 SQ.FF. �(vYNN 49/�< /i,/ NOTE: LXX.•'Ov4sF''•FP 1.THE MAXIMUM ALLOWABLE DESIGN PRESSURE FOR 112 CIRCLES IS+b80.0 PSF FOR ALL SIZES, r 140.58705 _ 2.IF A TEMPERED CAP IS USED MAX.DP IS+1-50.0 PSF. a. vo _ = D.G. 11I'ws A PER f°� NOTES,TABLE OF.CONTENTS&PRESSt/RES ��0• ST 1 of 1oxaHo• e• FE@20 Cd&EC%gA&• • NG �7/B� -'- M ,,,�'S.FL.1.-- ��C? •• •• •• • • • •• P.o „� Vin l Picture Window,Large Misslle kmpact '/t,St iON``A� as w meson oats NOROM'A11XV4 U&tbly Bene. sar�vaaee sane 'rox ROi°0s" B A.LYNN Iul�Ltli,P.E. D.G. awv PVws2o NTS 1 w 10 5190.1 FL P.E,#68705 • ••• ••• ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 51 1/4"FRAME O.D. 48"MAX. 48"MAX. 1112' 41/B'O.C. A� IT CENTERS MAX. � � MAX TYP. MAX. 62" 62" MAX. � MAX. 58 1/8" 58 1/8° / MAX. / MAX. / DLO / DLO mR�yma,m madda emw�ac"ae OC>qQ �' 5 / 651/4" / pain 2a1 FRAME D4iend Dade Product Con O.D. 61 I t MAX PRODIIC7•RBVISBD as mmpip4tg wiil6lhe Ftottde AmxeNo 6 �� • • • • • P.iydretfonDat°3�1G(q' 441/8"MAX.DLO 441/8°MAX.DLO }l JwffiUaftPI0ftdContr6l BOX FRAME INTEGRAL FIN MAX.SIZE=48"X 62" MAX.SIZE=48"X 62° �SCENSF••.�iop�: NOTE: * Na.55770055 ' FOR ANCWQR494 lff 0jtMAjIOIySFE SWTS 9 AND 10. = o : OAV :�O STAnadoF!f D.O. 1112dM A PER1Wi�a3yDF•ETr�R V&TFQl40VVV (V ar . . . . ..• . io7oTacrwoaoarnnrvF ELEVATIONS %�(�' etORIDP .w. wtant a o�wwSFads#rrFyr aoxoss4'.. yrs •• •• • • • •• ra �_- - V/n l PIcture Window,Large Missile"pad S�/ZONAL er•ams ams NOROMfa,R.3C174 Wst617 Barrer 8b86 —m 8°"c a — B A LlY1W �/ALLE'R,P.E. oo. emvoa PW 810 NTS 2 m 10 6190 1 FL P.E.#58705 ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • 4°O.C. MAX TSP. _ e e 34 5!8" / FRAME / 27O.D. MAX. / DLO 311/2" MAX. 1112° e 4°O.C. 20"O.C. MAX 7YP MAX TM M R MAX I 581/8°MAX.DLO \ / 63°MAX. 27 5/8" 661!4°FRAME O.D. PROMCMNUNVED � MAX. adiasrc°aa"�drfda Florida a°ceplarwNa - ��c 4 DLO 311/2" HALF CIRCLE- INTEGRAL FIN MAX' MAX.SIZE n 63"X 31.5" Jami pade ProdnU Cm Ird 6° MAX mptd fPaODUOTB mjm 12°CENMRSMAX 6° ButlO°dtnByCodawlihdmFlor7dq MAX' MAX �Dato t �� 581/8°MAX.DLO 63°MAX. NO Door dcautm nuu HALF CIRCLE- BOX FRAME MAX.SIZE_63"X 31.5 ` �Z;•;pENSF NOTE: *' No 58705 FOR ANCV.O P�I FO TIO SES ETS 8 ANQ 10. i � grF�` W D. t""'e a PAra•uae iomiEcrevaoorntavN� � ELEVATIONS '0''....•.Ft RQP��2ll`. ta»enT e • • • • NOXONE4 R3 ,11 ,ems •• 1= •• • • • •• Vinyl Picture Window Latmge Missile Impact ,SSlON "M„ m. Dope NOKOMf$lisayfa VisiblyBWt awmaae eau: — u..a- B A.AkMILUAN.P.E. D.G. 810 O PW620 NTS 3 f0 6190 1 FL P.FJ 58705 • ••• ••• ••• • • •••• • • •• • • •• •• • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• ••• ••• • •• •• ••• • ••• • • I"OVERALL GLASS NOMINAL 1"OVERALL GLASS NOMINAL 1/8"ANNEALED 5/16"LAMI GLASS NOMINAL 1i8°ANNEALED 5/16"LAMI GLASS NOMINAL GLASS GLASS AIRSPACE AIRSPACE .090 DUPONT .090 DUPONT 3/18"TEMPERED OR PVB INTERLAYER 3/16°TEMPERED OR PVB INTERLAYER ANNEALED GLASS 1/8"ANNEALED ANNEALED GLASS 1/8"ANNEALED GLASS GLASS 13 0 14 13 oR 14 6 1/2"NOM 6 1/2 NOM GLASS BITE GLASS SITE 5 5 OD1jcrmm%vED "omplying whhIbe Fla rift ullding Codd A ,.100 CI A -) SK Ho i iv D1.v�z Ex ttojn nMI°miTJade YrodoN Con Q Q U OUTSIDE LA OUTSIDE 3 3 2 1 PRODOCP MSED OPTIONAL OPTIONALT W"Was WftbdwFmrfda FLANGE FLANGE AemptmmNoExvim#04 Data Miami Dade � Control's-, 1" LAMI I.G. GLAZING DETAIL 1" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS WITH 5/16" LAMI GLASS ,��pCz4,LYNNM,<<�,,,�, ' VIGENS�c•••.F.p i BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME =*:` N".58705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) o o , sTATE Of 'fou D.Q ffP15108 ••A• 'ER IJIA J.J, roHeh� a ibCF+rdQ s • •. NOKOM,FL SVIS + SWING DETAILS �`�,5.,•F�Oft10P.•'•G\�; °"°' •• • • • • • • • • ao sq�c+see Vinyl Picture Window,Large Missile Impact '' /ONAL omc • Noxor�rs,�i.sura Viswty Betwr ea mx s� sx.e oa•w� wm A LYN��ft'Lii P.E. D.G.o. �Nvd aw.eap FUL 4 a 10 6130-1 B FL P.E.#68708 ••• ••• ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • 718"OVERALL GLASS NOMINAL 7/8"OVERALL GLASS NOMINAL 5116"LAMI GLASS NOMINAL 5/16"LAMI GLASS NOMINAL 1/8"ANNEALED 1/8"ANNEALED GLASS GLASS AIRSPACE AIRSPACE .090 DUPONT .090 DUPONT 3116"TEMPERED OR PVB INTERLAYER 3/16"TEMPERED OR PVB INTERLAYER ANNEALED GLASS 118"ANNEALED ANNEALED GLASS 1/8"ANNEALED GLASS GLASS 9 OR10 9 OR10 6 112"NOM 6 112"NOM GLASS BITE GLASS BITE 4n 4 4• iRODUCfRSNaweD I s complyhtg witb the Plorms ui prancena do 0(110 ,tdldt anoo do wf7, L t tio�C Da J d aIV 0 1tami Dod"Product Control OUTSIDE OUTSIDE r7 3 3 Z 1 PRODucrRms8D OPTIONAL.—/"0 PTIONAL OPTIONAL s tnc�o"lmti aPlariaa FLANGE FLANGE No'�Zo�¢ Mi DndoP ua Cbnt ^ 7/8" LAMI I.G. GLAZING DETAIL 7/8" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS WITH 5/16" LAMI GLASS �� CEN3F •�Fp BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME =*:' No.58705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) A'. an: sTA EO <t/ D.G.Ismag✓� 1an9n1• e • a tll4aNt+e 1Tus •• • .lmTECffiVMWYDRNGZING DETAILS ...... NOKOMW,FL 94176 _ '°` Large Missile impact -/�SiS/ONAI vaepxlm Vfn 1 Picture Window, �1 tit •• •• •• •• ryaxagg,FL 94174 Ytrtbly Better 0e` aux •" �'A"' "" A.LYNN Iglu!�1;,P.E. DA�4/0B Mao FUL 6 -10 6180.1 B FL P. #58705 ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 9 10 13 14 2 3.250° OPTIONAL 3.250" 3 -- ►{ :fkl FLANGE I1 2 OUTSIDE rQ- 2 4 5 � P" MAX.DAYLIGHT OPENING 3 MAX.WINDOW WIDTH HORIZONTAL SECTION 4 (BOX FRAME) 5 MAX. WINDOW HEIGHT 9 13 PRDDUCf RRN1itY6D 10 14 auft�°diaslvfmuuPrarid° Aooeptmsea No ry.qO 4 5 INSIDE onDa GZ! 2 Mfand Dodo Product Coudm MAX. DAYLIGHT HOT OPENING WELD 3 PRDDUCi witli BD as compiytog xil6 tho Plorido 9utldGtg Cod° Aaeapmnco aw, I, l Bxplraltop.D°W 2 BY i.7famiDodoProduclConaol`'• HOT WELD CORNER ASSEMBLY �\aQ1�L (BOX FRAME) 2 :`�l�''b\CENSE'•.,? VERTICAL SECTION No.58705 (BOX FRAME)a as D.O i1/L6AB A PER E DflAB O1bv�bC 1V of:STATE OP r6JorECHHofoorawvE SECTIONS&CORNERASS'Y,BOX FRAME �. �oRto,.•'`� d✓. kVrBrr}• B• O eHaAtrE dHE •• • NOKOMIS,A34276 nx �,��SS.••••• �`��• Www—°� •• , •• • • • •• a.¢ BUT- Vln Picture Window,L a mi me Im 8Cf rrttJtO�NAI��` arme>:oma aurae HoxoMra,Fl.3o2/< Vtstbly Barrer P'w1a0` 8 d 10 �W 513Q-1 g A•LYNN MI�LII.ER,P.E. D.G. 8th FL P.E.#68705 • ••• ••• ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • 3 9 10 3 1 3.250" 0 13 14 0 OPTIONAL 3.250" FLANGE 1 OUTSIDE 1 4 5 3 1.938" MAX.DAYLIGHT OPENING 4 TYP. MAX.WINDOW WIDTH 5 HORIZONTAL SECTION MAX (INTEGRAL FIN) WINDOW g 13 HEIGHT 10 14 INSIDE ODUcrwM%VBD 4 5 luildimt.adew,impwFl-1009. 4 1 cceptauallo O Z02 walmaml Dade Ptodacl ccMro MAX. DAYLIGHT OPENING HOT 3 WELD PRODUCT PSVMD as aompiylag wipe Iho Florida BundiagCodo 1 ANo. < O BMiam( ado Product Coolrol 1 111!1 dl— HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) `�\`al��N��GENSE!'•;R'�� VERTICAL SECTION (INTEGRAL FIN)low D.G.� 1fIdHa A • f�B STATE OF c lmrsnf• B • •• • �o HM00YORW P T SECTIONS INTEGRAL FIN %O.e�;•..FIORIOP•'��?,� •• •• •• • • • •• ra raze Vin I Plcture_Window La a Missile Impact rSSiONAL Oo.X8/04/08 raedaeu a asre�e Pwo HAL �7 d 10 519Q 1 B A LYNR WIILLLWP.E. FL P.E #68705 • ••• ••• ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG NO. PART# DESCRIPTION .803" 1 5165 65165 INTEGRAL FIN FRAME HEAD,SILL&JAMB '215" 2 5135 65135 BOX FRAME HEAD,SILL&JAMB C t .268° 3 5109 65109 FILLER-INSTALL HOLE COVER 1'171" —► T 4 8483 65148 SOL 7/8"LG.BEAD ITEM 3, .035" ITEM 59� 5 6492 65112 STD 1"I.G.BEAD INST. HOLE COVER 1" I.G. BEAD 6 DOW 1199 SILICONE MArL:White Ridged PVC MAT'L:White Ridged PVC 7 3,625" by MIKRON Industries,Inc. by MIKRON Industries,Inc. 8 DWG NO.5109 DWG NO.6492 7/8"LAM I.G.GLASS:3/18"TEMPEREDOUTBOARD- .828° [ 272" 9 AIRSPACE-118"ANNEALED-.090 PJB INTERLAYER- 0 .040" 1 70 11/8"ANNEALED(5/16"LAND .070" 7!8"LAM LO.GLASS:3/16°ANNEALED OUTBOARD- .040" 10 AIRSPACE-118"ANNEALED-.090 P VB INTERLAYER- I ITEM 4, 1/8"ANNEALED(5116"LAMq 2.000" 7/8"SDL BEAD 11 MAT'L:White Ridged PVC 12 080" a by MIKRON Industries,Inc. MA 1"LALG.GLASS:3116°TEMPERED OUTBOARD- . DWG NO.8483 13 AIRSPACE 1/8"ANNEALED-.090PVBINTERLAYER- 1/8"ANNEALED(5118"LAM) 3.250° 1"LAM I.G.GLASS:3/16"ANNEALED OUTBOARD- 14 AIRSPACE-1/8"ANNEALED-.090 PJB INTERLAYER- RODUCTRENEMILD 1/8"ANNEALED(6116"LAM) ITEM 1, INTEGRAL FIN FRAMEwilldingding Coda No MAIL:While Ridged PVC by MIKRON Industries,Inc. Ptonce (2 2 DWG NO.5165 emf Dade PmduatCotWo n.040" PRODUCE RRYISRD o oougdgingwl%lu otldo Buwhi gCoda 2.000" E wp a l t ,t$ LF1Hxitado;rDala mm p�6 .060" a nri Iaaaodaacomrol ttliiii . ��` LYNN 3.250" � ,toN.... '�.. ENS�c'•. ITEM 2, BOX FRAME No.56705 MAT U While Ridged PVC by MIKRON Industries,Inc. ; * DWG NO.5135 CA-;`��c tI wme, aer • �� W: D.O. f1r1W08• A LQ7F�DA�D w/91/OB '•Q STAT OF !(/ " • • }omTEcttxoiooroarve EXTRUSION PROFILES&PARTS LIST %�`�.'• F�pRypP,•'��; J.J, ro/ton• D •• • ivoxoaas,ra.sazss "` Large Missile Impact � S ..........�'�G� • • • • • • • • •• aasgxusa Vin Picture Window, ,� NAI �, mk ►roxonttsrzneva YtrlblyBcrrer "°�'°°`°` `"` �°°` °a4°"' A LYNI�MILIE��P.E. A.G. 8Na/� Pw-wo 8 w 10 5190-1 B FL P.EX 58705 • • • ••• • • • •• •� ••• •i• • • at WOOD BUCK 13/8'MIN. a foscREw (SEENOTE4, 910scRE 1/4"MAX.SHIM —►� SHEET 1o) 1 3/8°MIN. O(WOODBUCK 114" (SEENOTE4, MAX. SHEET 1o) r SHIM OPTIONAL 1I FLANGE O f<10SCREW 1/4° 1 3/8"MIN. MAX. OP770M4 SHIM FLANGE OPTIONAL FLANGE 2x WOOD BUCK SEE NOTE 4, JAMB-BOX FRAME HEAD-BOX FRAME SILL-BOX FRAME SHEET 10) THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1318"MIN. 3.6 KSI MIN.CONCRETE Ix WOOD BUCK (SEENOTE4, 9/'I6-ULTRACON 1/4"MAX.SHIM —►1 r- OR 1.5X81MIN,CMU sHEET9) A 1 3/8"MIN. 2e. 1X WOOD BUCK ;•jti: MEENOTE4, �' ' •` "� 1x WOOD BUCK 114° SHEET 10) {SEENOTE4, MAX. /� SHEET 1o) SHIM nl H° oFLANGE U v • FLANGE 714 VWULTRACON MAX OPTIONAL �•. ItoDUCi RfNGM[n s. FLANGE •.• +•"i;.•:mac'; `• ;`�' camplyin8 ndth the FlosiJn .. 3H6°ULTRAcoN SHIM ;'. .lL,'••• uiWnScod" ]�_ 00 L�- :' 1x WOOD BUCK °• •.v.: •:' ccepuatce No 3 S KSI MW.CONCRETE a' I Data Z01 r (SEENOTE4 J •• Sf OPTIONAL FLANgE • SHEET 1o) OR 1.6 KSI MIN.CMU 1 318"MIN. y JAMB-BOX FRAME HEAD-BOX FRAME SILL-BOX FRAME Da do ProduA Control THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL 6- 610.O.C.MAX 6- PRODUCE RBVISBD as complyMgwiui u>a Plotidn Bond["cooAccept 6" aeptoow No ezp4atlonDafo �p " MAX DIM. ,t :� 1Y O.C. (,W° ) SPACING Mia,"{Dade Product'cont 1 L 6- I I I I 'C .•�\GENSF '•.��i V DIM. (8Y MAX) NOTE: No.58705 •FOR WINDOWS LESS T AN 0", 1Y CENTER DIMENSION. 1.FORM THELL O CIRCLES START ANCHORS OF 1 e- 4 �� 0� FROM THE CORNERS AND A MAX.OF 12"O.C.. -,�—r• (LI � D 4� ffn&a! A • •oa0EDeorsvoa ANCHORAGE DETAILS,BOX FRAME .�p�'• s�/iAT(E of L011y ,L,L f0J18J1f• B O •• • NOX0699 54176 mee �i, `q I......... .,X, � •• ••• •• • • ' " vo.egxf� Wh Picture Window,Large Missile Im act , ` WNW.aft o-ra NOKObIIS,Fe 54174 Vis bly Better �" °` ` �" °a1�10' B A.LYNN�Il+LLER,P.E. D.G. 6/0m Pw•610 NTS 9 -10 6190-1 FLP,E.#68705 • •• • • •• ••• ••• • • • • • • • • • • • •• •• • • • •• •• .131'D/A.x 11/2'AG4/L, —•-I I – I VrMAX FROM ZxWOOD BUCK 114"MAX.SHIM CORNER&41/8'O.C., (SEE NOTE4) TYPICAL FOR RECTANGLES, SQUARES,&1/2 CIRCLES 2x WOOD aucx 1/4°MAX. (SEENOTE4) SHIM OPTIONAL OP77ONAL FLANGE FLANGE 1/4° SHIM 191'DULx11/2°NAIL 131'DIAx I WNAIL 11/2'MAX FROM CORNER ILL 1 f/2°MAX FROM &41/8'O.C.,TYPICAL OPTIONAL FLANGE &41/0'O.C., FOR RECTANGLES, TYPICAL FOR RECTANGLES, SQUARES&1/2 CIRCLES. Zx WOOD BUCK SQUARES,&1/2 CIRCLES (SEE NOTE 4) JAMB W/NAIL FIN HEAD W/NAIL FIN SILL W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING omcrRFNmvm- mcompt ,jthihoFlorido oiWincode 3� 0� AaePtance Do G iop Do MlomiUedePr oc1Co°tm NOTES: PRODUCTRRVISBU W convift wilh Uw modde 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3H8°ULTRACON,EMBEDED 13W Bnndn•caft MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1°MINIMUM. Aecep1omNo �o E 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1 3/8°MIN.. RyP 3.FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE 1/8°DIA.x 1 1/2°NAIL. nAienl cdohtodua ontroT 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 U2°THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITYx LYNN 5.ORATTACHMENT T /8° HAVINGJURISDICTION. ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1THICK.THE ;a��13 N.iceni411zi�� ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN P' IN THESE DETAILS FOR 2X WOOD BUCKS. THE ANCHOR SHALL BE A 010 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ' *' N0.58705 ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN(PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED l ,(i-`�` D.Cd 1 A FERN!!A�'-DNBEL�T7ER ¢9U08 % STATE of R.Waxo • • 107a7ECNNOIOOYDRIYE ANCHORAGE INTEGRAL FIN . gpRipp,.•'`��': JJ. fa18%7 s •110 CW XdE TW STYE} MMMIS,R 04M 75ww—. • • as law vfiIJ4 Picture Window,Large Missile Impact 7,S/ONAt ays+i oe amk NOxOM n 34274 Vlstbdy Better sous eo w m1e rv. a° A.LYIVII1rt�GLLE��2,P.E. D.G. 8104N8 rws2o NTS f0 d t0 5180-9 B FL P.E.#C�70b • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • r MIAMF MIAMI-RADE COUNTY,FLORIDA Rs"I I PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamldade.eov/cera/ 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 and accepted by Miami-Dade County PERA- Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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-510"White PVC Horizontal Roller Window-L.M.I. APPROVAL DOCUMENT: Drawing No.5191-2,titled"Vinyl Horiz. Roller Window,Impact-resistant", sheets I through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, signed and sealed by Anthony Lynn Miller,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 Section. 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, model/series, 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 StObt4ement of any product, for sales, advertising or any other purposes shall automaticaily terMingth6this N01T.617ailure e Go G*0 to comply with any section of thisTOA shall be cause for termination and removal ofNM. • 0000. Go a 0000.0 ADVERTISEMENT: The NOA number preceded by the words Miami-Da4j•4:gynty, Florida, and. G followed by the expiration date may be displayed in advertising literature. If anyepwion of the NOA is0•000.• 00. displayed,then it shall be done in its entirety. . . .0000 .sees 000 INSPECTION: A copy of this entire NOA shall be provided to the user by•t'Ag•iftanufalfureor its:::::• distributors and shall be available for inspection at the job site at the request of the ITiilding Official.e 0 This NOA revises NOA No. 09-0901.07 and consists of this page 1 and evidencl paged E-1 itnd F.r2, as,o G.:. well as approval document mentioned above. Goose 0 .e000..e. The submitted documentation was reviewed by Jaime D.Gascon,P.E. •s i ••• • • seoG MI MI•DADB W NOA No. 11-1114.06 APPROVED, .6,AExpiration Date: February 17,2016 Approval Date: February 09,2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 09-0901.07) 2. Drawing No. 5191-2,titled"Vinyl Horiz.Roller Window,Impact-resistant",sheets 1 • through 10 of 10,prepared by PGT Industries,dated 01/18/10,with revision"C", dated 10/17/11,signed and sealed by Anthony Lynn Miller,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 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of HR-510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5916,dated 06/18/09,signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09-0901.07) C. CALCULATIONS• 1. Anchor Calculations, and structural analysis, complying with FBC-2007, prepared by manufacturer,dated 08/20/09,signed and sealed by Robert L. Clark,P. E. (Submitted under NOA No. 09-0901.07) 2. Glazing complies with ASTM E130042/04. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS .... 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&-Got,Inc. •••••• for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expixing:on 01jf4(17. •, F. STATEMENTS •••••• • • 1. Statement letter of conformance and compliance with the FBCO-=?(with MY2009 .....• supplement) and FBG-2010, dated 10/25/11, signed and sealed;by-Anthp W-T ynn ••••• Miller,P.E. •• •• •• • 2. Statement letter of no financial interest and independence, datedItOU/11, oig&e l and ...;; sealed by Anthony Lynn Miller,P. E. ;••••• . Vo Jaime D.Gascon,-P.E. Product Control Section Supervisor NOA No. 11-1114.06 Expiration Date: February 17,2016 Approval Date: February 09,2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P.E. • 4. Statement letter of conformance, dated 08/20/09,signed by Robert L. Clark,P.E. (Submitted under NDA No. 09-0901.07) 5. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert L. Clark,P.E. (Submitted under NOA No. 09-0901.07) 6. Laboratory compliance letter for Test Report No. FTI-5916, issued by Fenestration Testing Laboratory,Inc.,dated 06/18/09,signed and sealed by Julio E. Gonzalez,P. E. (Submitted under NOA No. 09-0901.07) G. OTHERS 1. Notice of Acceptance No. 09-0901..07, issued to PGT Industries, Inc. for their Series HR-510 White PVC Horizontal Roller Window-L.M.I., approved on 02/17/10 and expiring on 02/17/2015. 0000 . . 0000 0000.. 0000.. •••• 0000.. 0000 . 0000. 00.00. .. 0000. . 0000 . ...0 0000.. . . • . . . . 0000.. 0000*0 0000.. Cy =-•�y • •••• • 0000 Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 11--1114.06 Expiration Date: February 17,2016 Approval Date: February 09,2012 E--2 ®IMPACT-RESISTANT 2 518"MAX TYP. 4°O.0 MAX TYP. 21/4"MAX. ® Deeige Pressure Retlng bMW � IMPAC ES STANT HORIZONTAL ROLLER I�— TYP. I Lenge wW Smal Mimb kMmW BOX FRAME AND INTEGRAL FIN WINDOWS +8°�70 �°�x•a�•um••ai +80 P 70 PSF Ler9e Mlsde lmpeot Only l �am.mmtee.mm, mp) GENERAL NOTES: 1.GLAZING OPTIONS: A 7181 IO-5118°H/H-SGP+7/1W-AIR+1/8%CAP 8.7/8"IG-8118"H1H-SOP+7118"-AIR+11S"TCAP g , . O NOA DRAWING TABLE OF CONTENTS 2.CONFIGURATIONS:XO AND OX / / SHEET 3.DESIGN PRESSURES:+$N-70 P3F(ALL GLASS TYPES LISTED) GENERAL NOTES.».......-.._.__._..........1 A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE GLAZING DETAILS...................................2-3 AN M 1:l4uv-w4 SECTIONS,I.F.FRAME...........................4 8.POSITIVE DESIGN LOADS BASED ON WATER TEST "I O SECTIONS,BOX FRAME._..-..-W..---8 PRESSURE AND GLASS TABLES ASTM E 1300-02 PARTS LIST. ___._.._........ __..8 EXTRUSIONS............................................7 4.SHUTTERS ARE NOT REQUIRED. ANCHORAGE SPACING,BOX FRAME...8 ANCHORAGE DETAILS,BOX FRAME.....9 8.ANCHORAGE:ANCHOR SHALL BE AS LISTED AND SPACED AS X O ANCHORAGE DETAILS,I.F.FRAME.......10 SHOWN ON DETAILS.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. CRREEWS T MATERIALS, TT COME iNTOOCCONTAADINGCT WITHOTHEER�D�IMILAR •STEEL 32314 VENT OLD WIDTH 32 9/18 FIXED DLO WIDTH INTEGRAL FIN MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 77 MAX MAX.SIZE o 73"X 62° BUILDING CODE APPROVED ANCHOR$:1,@10 STEEL SCREW(Qri) 78114 FRAME O D. 2,3118"ELOO ULTRACON. 8.REFERENCES:TEST REPORTS FTL-8918;ELCO TEXTRON NOA 73"MAX.- 07.0428.01;ANSUAF&PA;NDS-2005 FOR WOOD CONSTRUCTION; 32 9118 FIXED DLO WIDTH ADM-2005 ALUMINUM DESIGN MANUAL. 32 314 VENT DLO WIDTH 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 8.SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 0 js7 9.ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE / / o AND FLANGE OR FIN.OVERALL SEALINGIFLASHING STRATEGY PRODU TRBVL86D rWa X FOR WATER RESISTANCE OF INSTALLATION SHALL BE as HegdluBCo°0R a °1e N0 DONE 8Y OTHERS. � � � pcse � + �� 10.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,AND CONCRETE MASONRY UNITS By COMPLYING WITH ASTM P X O �illllti 8112"MAX ``��o�l LVNN Mq/��,�. BOX FRAME ' 4 314" SEE SHEET 7 FOR 15°MAX O.C.h— _* N0,58705 ANCHOR REQUIREMENTS 81f2"Max. MMAXSIZE=73"X 62" J.J. 110/171111B 0 AECHANQ6 • •• ° stA of Z` • • . • 7a707ECHNo1001 oRNE (ELEVATIONS&ANCHORAGE O FLORio?•'f�; J. 01/18/10 Added PA ad ° UHe alcove NoxormS,FL3a 5 +� c�`S r. notes• • • • • 000 •• Pte. rs� Wh Horiz Roller W/ndow,It» 8Ct f8SloWt ff 1?/08 ••• •• • • • •• NoxOM�B.Fl.Star4 a eae�x — 0.lYMa!d P.E. r+Rs+o NTS 9 m 10 51812 B P.E968706 • ••• ••• ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • •• •• ••• • •• •• ••• • • ••• • • ® 718°OVERALL GLASS NOMINAL 8°LAM[GLASS NOMINAL 1/8°HEAT STRENGTHENED GLASS 7118'AIRSPACE .090 DUPONT 1/8°ANNEALED OR SGP INTERLAYER TEMPERED GLASS /8'HEAT STRENGTHENED GLASS 1/2°NOM. 29v LASS SITE 32 39 0 37 28 29 EXTERIOR PRow=mv2 ss mill"MiascadFlotide OP77ONAL A=No /Lo RANGE 6_ MI>rroila¢BePro"¢t(.o"trol 11111 7/8"LAMI I.G.GLAZING DETAIL ' LYNN WITH 5/18"LAMI GLASS AND 1/8"CAP ��'\\GEN$�c'•.FP * No.58705 *' 10 J.J 17/11 CfIgNGE 7iffS Si/EEA • •• %�O`•. 0 • •_��}� tarotlNOLaar9A1\� GLAZING DETAILS-BOX OR FLANGE FRAME ��` . Fr o�0v•.•'\� J.R. 01/18/0 Cha l-& as NOKOMIS,FL34278 �® .,tcs'•.... • C9�. •• • • • • • Vin Hork.Roller Window,lR 8Cf-resistant sr ME 0.11-00:1 •• ••• • • ••• NOKOMIB•FL 80274 — ddb• aae A. J.R. 08H2419h7�7o 1:1 2 d 10 5191-2 B P.e.#6870a ••• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ® 71W OVERALL GLASS NOMINAL 6118°LAMI GLASS NOMINAL /8"HEAT STRENGTHENED GLASS 7N8"AIRSPACE .=DUPONT 1/8"ANNEALED OR SGP INTERLAYER TEMPERED GLASS /8"HEAT STRENGTHENED GLASS 112"NOM. 29v GLASS BITE 32 39 37 28 29 IT EXTERIOR 35 O Pnot>ocrsarnasn as complyingwiTh BreFlaide opnoNAL BUildifl°ate 4•,0 FLAam Mimes adaPro u�i a�omnl` 7/8"LAMI I.G.GLAZING DETAIL 1N ,j LYNN WITH 5/16"LAMI GLASS AND 1/8"CAP No.58705 Ctr J.J. 10H7l1f e• E s • •' 1070TEa9NOLOGYClV aPGLAZING DETAILS-INTEGRAL FIN FRAME ;per`'' ;oto to STA �` L 70 nn�c 11 0- J.R. OfHQHO A ri118p NOKOMI8,FL 84278 Tms �`Sl •...R••P•' P.o.egK,a2e Wn !Horia Roger Wbldow,Im act-resiststnt ,I/D��N�`A��L� mmmex a.- NOKGMI&R89274 setoiuca�t ewv �NOi as A LYNI9IMILCER.P.E J.R 0802/0 rr�7o 9:9 3 m 10 5191-2 8 P.EN 88700 ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • Or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 19 18 13 SEE NOTE 1 1 14 SEE NOTE 4 DETAIL D SEES 1 15 16 HEAD SECTION 1 1 SEE NOTE 3 29 29 EXTERIOR 11 SEE NOTE 2 4 5 29 21 22 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION EXTERIOR NOTES. 1.#6 x 112 FL SMS,LOCATED AT 411r FROM EACH END AND AT 18°O.C. 2.#8 x 318 FL SMS,LOCATED AT 4112' FROM EACH END AND AT 18"O.C. 1 3.68 x 112 FL SMS,LOCATED AT 41W SEE NOTE 21 FROM EACH END. 4.CAM LOCKS. 29 22 (2)AT r EACH END PRODUCfREVfSSD 5.WEEPHOLES ARE VX 3118°.SEE Bw1ftS CCooda Tlo�dn SHEET 1 FOR LOCATIONS. D Acwpam No l h+ 1 SEE NOTE 6 � P[odnot c 1 10 DETAIL E u \ u„ SILL SECTION .� .l LYNN hj14'-4. HOT WELD CORNER ASSEMBLY QC1•• 4\CENSE'':�P ' (INTEGRAL FIN) 1 =*' NO.58705 *' STA EOF 1 mal a riE yrs sHr_ •• ;a�;.• • . . ,mN0)W wcOrnwvE CROSS SECTIONS-INTEGRAL FIN �tomOA. 01/t8/f0 Ak �tb shie4 • • • woxoaas.Fl.aa2s m -i�tcss••.......••'�C9�. •• • • • • :0: •• P.0.09xim LV Vinid HOrim Roller Window,JR 8ci-=18teltt \��\` 109W am JR 08/12!09 ••• •• • • • •• wQx0U19 FL 3W4 aWNb3,c Bae mo ronb xn ALYNN��LLLER P.F- lwsfo 1:2 4 a 10 51912 B P"u'm • ••• ••• ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE NOTE 1 19 13 18 2 14 SEE NOTE DETAIL D SEE NOTE 1 15 16 HEAD SECTION CC 11 2 2 EXTERIOR EE NOTE 3 0Pop 28 29 EXTERIOR 11 SEE NOTE 2 4 5 29 21 22 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION EXTERIOR NOTES: 1.08 x 1r2 FL SMS,LOCATED AT 41/2° FROM EACH END AND AT 18°O.C. 2.N8 x 3M FL SMS,LOCATED AT 4 VP �]T FROM EACH END AND AT 18°O.C. 2 3.08 x W FL SMS,LOCATED AT 41/2° SEE NOTE 21 FROM EACH END. 4.CAM LOCKS: 29 22 (2)AT 7°EACH END HOT re000crRevtsan wfth S.WEEPHOLES ARE VX 3118'.SEE S 1133ui d gGodo °RloTWa SHEET 1 FOR LOCATIONS. 2 Acc�pcm=No f Q SEE NOTE 6 10 DETAIL E u1111 SILL SECTION ��0�1 LYNN HOT WELD CORNER ASSEMBLY `�� cFivaF'•;Fp (BOX FRAME) 2 =* NO-58705 J. 70/97/11 rl0 /S • •• Qtlb �O';� *A1l Biu; CROSS SECTIONS-BOX FRAME '� •.,F(ORIOP.•' J.R 01/98H0 No • • • • or ispLa44m „� am • • • • • • • • • P.O. 9sm Vln 1 Hor&Roller VI/Indow, at4odstents`S/0NAL` el•ME omx NotmM68�,FL 3W4 ss — mre ma�yen � 0..lz{r�LL1iER - J. o8nza fmio 1:2 S 10 b981-2 B P."5m ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ® ITEM DWG NO. PART 0 DESCRIPTION QTY 1 8166 86168 FRAMBHEAD,SILL AND JAI=(FN MY) 4 2 5186 68189 FRAMEMAD,SILL AND JAM(BOX OILY) 4 21 4 8102 65102 FMMEE7MPAL 1 13 5 6123 68123 FBiEDMMT ORAL-ALUfvmBJMF E. 1 8 70XIFPAW 6 x T PH MOM(CAN LOCO,KEEPER) 4 8 78=2PPASX SCRBX3117PP7YPEA6(F0WMR) 4 29 / 16 15 8 71669SP 330025ALLN1SCREW SUPPORT PLATES 2 10 6138 65138 ROLLEiTRAC( 1 11 5136 65138 ANIILFT 2 18 12 7103MN NSTALLATON FME PLUGS BOX ONLY VARIES O 13 6105 68105 SASH NTS71M PAL 1 14 6114 65114 NI60.00KPAIL-ALUMMMREM. 1 O� 16 762088LAW OWSWFFPLOW 2 1 16 76133SLKW C4MSMEPLOC(KEEPEt 2 Q, 17 1644 61644W WSTP..187 x.270 FN MAL 1 21 11 18 5137 65137 SASHSI ERAL 1 19 8114 68114 SIDE RAIL-ALLMNLMFEW. 1 20 1644 61844W WSTP..187 x.270 RN SEAL 1 21 6105 .68108 SASH TOP&BOTTOM RAL 2 22 5114 65114 TOP&BOTromRAL-ALUYMMFEW. 2 23 1644 61644W WS7R.107x270F1NSFAL 2- 24 226-1 42112HD ROLLER HOUSM 2 24 25 MWM-2 BMW VAS 4 28. 7612FW 6X1/2FHPiL#MSM VARES 27 7838FW 7 x 3l8 FH FM•2Pf S/WS VARIES Z5 20A SSWWIS 7/16°SUPEMACR 28B 68WOM SWSLIPERSPACER 28A 8112 65112 OIAZNGBEAD,1-LRE 71W LAM LQ GLASS;'I>a°TEMPERED 32A OUTBOARD-ARSPACE-1WANNEMM-.09 - PVS NRRiLAYER-1/8"ANNEALED(6/1S°LAMB . 7W LAM LQ SLAW.Iff ANNEALED d 328 WIBOARD-AMPACE-1/8°ANNEALM-.090 PVB NIERLAYEt-W AWMLE)(5115°LAW 34 SCREEN 1 36 WEPOOVE S 4 37 SERNG BLOC( 39 SLCOM DOW 1199 PRODUCT REVISED 40 1 1 re aoagilying ar51t tGo Ftorldo flu5ding Colo AcQq*nWNO --U14-04m 35 LYNN `��a'l��•4LCHNSF•'•;F9 �� 58705 *' J.J. 10/97/99 �vCd l : • BOM&EXPLODED VIEW �0. ST�P1 �: >: 1070 TtCHNOLO0Y DF0VE ' .�•'•. F P,'G\` J.R. 01/18/90 R 1hWBOMNow— . NoxoN15 FL3127a na :, LORLo,• • • • • • • • • P.o. ,52e My/Hork Roller WWrtdow,Im ct-re dwa/Tf '�SSIONA�1�x NOKOMI8,FL 94T/4 Boa1c °�"x" �`' A/L }Ab�.tP.E J.R. 65/12/09 NRa10 NTS 6 a 10 5191-2 6 P.S.9mm 00 0 000 ••• • • • • • • • • •• • • •• • • • • or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• REMOVEABLE N41L FIN REMOVE- 1836 �_1.020-1 ABLE FLANGE 1.e47—� .070 11 1.260 m 060 080 1.440 .066 .174 � CO 4 L _T1.a10 4.000 FIXED MEETING RAIL FIXED MEETING RAIL REINFORCEMENT 06o QDWG#5102 DWG#5123 SASH INTERLOCK RAIL RIGID PVC O Al 6W5-T6 DWG#5105 13 RIGID PVC 1.847 '0ea 1.180 3.2M .888 I� 1AFRAME O DWG#5118 fim ofio RIGID PVC I1� 1.150 •oma � .ae6 .060 I 1.022O SASH INTERLOCK RAIL REINFORCEMENT SASH SIDE RAIL SASH TOP/BOTTOM RAIL 2.376 DWG#5114 113 DWG#&5137 21 DWG#65106 14 19 22 Al 8083-T6 RIGID PVC RIGID PVC R011ig c"IiVI313D as complyfng e•Hb dw Fiodd� uildtng Codo .080 �capfe )^1, .0 1.306 t�u By ?a . ` 803 L NftwA adapro uatGmGro1 2 11.0 .880 muff 3260 � V LYNN 4'/i,// BOX FRAME ��: �ceNSF •,Fp O DWG#5189 I.G.BEAD ROLLER TRACK/ANTI LIFT RIGID PVC ® DWG#5112 10 DWG#5138 *i No.68705 DUAL PVC RIGID PVC RT • JROO. 10/17/11 Nd�F�4N�E §NES • • EXTRUSION CROSS SECTIONSWlU TECHNOLOGY am FcoawP.. 4 _ . J.t 0111W106LdNqLWqqAa104W&JMMMOWd NOKOURL FL 34275 ye8d�,g •g� • • • p.o �� VIn Hort..Ro&r Mndow,Im ad-resistant �'//16N,'A1'I.. •• NOKO�fl.34V4 agneas ease ae� ommp�b. wx A LYMJ MLLi.ER p.E. °e A �ypg 01` ram to 1:1 7 10 5191-2 B P.E.N. • ••• ••• ••• • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD,SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF+60/-70 PSF OR LESS ANCHORAGE NOTES FOR BOX FRAME: WINDOW HEIGHT(in) ®1.ANCHOR TYPE4.1-3115°ULTRACONS BY ELCO(FOR MASONRY SUBSTRATES) 24 30 1 38 1 42 1 48 1 54 1 80 83pg. 2-#10 SM SCREWS,GRADES(FOR METAL AND WOOD SUBSTRATES) WINDOW ANCHOR MINIMUM EDGE DISTANCE OF 315°. WIDTH On) LOCATION #OF ANCHORS REQUIRED(TYPE 1 OR 2) Z ANCHOR LOCATIONS ARE BASED ON THE FOLLOWSNG DIMENSIONS. Head and Sill 2 2 2 2 2 2 2 2 5.5°MAX FROM ALL CORNERS 24 JAMBS-15.3126°MAX.O.C. Jamb 2 3 3 3 4 4 5 5 HEADISILL-15°MAX O.C. Head mid Sill 3 3 3 3 3 3 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR 36 nQUU�TIES USING THE DIMENSIONAL CRITERIA OF Jamb 2 3 3 3 4 4 5 • 5 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT Head and Sill 3 3 3 3 3 3 3 3 OPTIONAL FLANGE. 42 5.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 1&10. Jamb 2 3 3 3 4 4 5 5 Head and Sill 4 4 4 4 4 4 4 4 48 Jamb 2 3 3 3 4 4 6 5 Head and Sill 4 4 4 4 4 4 4 4 54 Jamb 2 3 3 3 4 4 5 5 Head and Sill 5 5 5 5 5 6 5 5 80 Jamb 2 3 3 3 4 4 5 5 88 Head and Sill 5 5 5 5 5 5 5 1 5 Jamb 2 3 3 3 4 4 5 5 onucrt:.avtsan Head and Sill 6 5 5 5 5 5 6 6 �coaoWunurerlod�e 72 AweptmxoNo " "�iJ/�► Jamb 2 3 3 3 4 4 5 5 73 Head and Sill 5 5 5 5 5 5 6 6 °oQ1o1 Jamb 2 1 3 3 3 4 4 5 5 tttttt \��•�`O*4 LYNN 41,�[�//jig yr *' No.58705 NCTE:FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. aax ��: I o J.J. 10/17/91 N Cti4N8Et1il6SF/EBr • • sTA OF 14, mm �orNOIUAM�oarowvE ANCHOR CHARTS .o'•.,FtomoP.• J, o1H o AaaQaS • uRala:drori to:to m yin Horiz Roller Window Im act reslsfant '��/�SS//IO''''N,A1�L—e\�\ eF n+m cme NGMW8,FL3=4 ame�araam ...V o. wm kiYw�E"P.E. J2 R819?1� e•�+o NTS 8 a 10 5189-2 S p"wM ••• • • • • • • • os* see • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1318'MIN. #10 SCREW,SEE #10 SCREW,SEE 1!4°MAX.SHIM IN. SHEET 8 FOR SPACING SHEET 8 FOR SPACING jeSHIM 73t8iMIN. 1/4° REMOVFABLE14• MAX.FLANGEX ESHIM #10 SCREW,SEE SHEET 8 FOR SPACING 1318T-MIN. OTINSTALLATION REMOVEABLE OH FLANGE OF 1x OR 2x WOOD REMOVEA13LE FLANGE-/ BUCKS TO BE ENGINEERED BY JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME OTHERS THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1318°MIN. APPROVED MASONRY 3.6 KSI MIN.CONCRETE APPROVED MASONRY ANCHOR,SEE SHEET 8 .. QR 1,8 KSI MIN.CMU• ANCHOR,SEE SHEET 8 1/4°MNG SHIM�I {�- FOR SPACING r' °' °° :° ' :aW. FOR SPACING .� •. 'r •i+'; e• ' 4 .. "�,•:' •; .�•� :'13/8'MIN .n Im ` REMOVEABLE MAX is ,► ' ° FLANGE SHIM '�•a:. SHIM ♦.► ►'% REMOVEASLE FLANGE ' ': '•.�:: •�.�,. ..`!.'a.'"� 13/8°MIN. REMOVFABLE FLANGE 3.6 KSI MIN.CONCRETE APPROVED MASONRY .''i' ''• •' .a?: :<'.. + OR 1.8 KSI MIN.CMU ANCHOR,SEE SHEET 8 3 6 KSI MIN.CdIQG'RETE ., FOR SPACING OR 1.6 KSI MIN.CMU JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME MODUC't umm THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE esempdyInwltLtlwWarma 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL Bum+ ` NOTES: Ay I. FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3/18'ULTRACON,EMBEDED 1 3/8'MIN., DISTANCE FROM ANCHOR MI t°aro1 TO CONCRETE EDGE IS 1'MINIMUM. 2.FOR WOOD APPLICATIONS M MIAMI-RADE COUNTY,USE 010 STEEL SCREW,EMBEDED 1318°MIN., 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'.1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLD CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD ��`ON�LYNN BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. `� q?.•�CENsg •�FD �� 4. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 8083-T8 AND A MINIMUM OF 118°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 No.58705 BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. Q.J.J X7/11NO C11�4AR?E INSTALlATIO/d DETAILS-BOXJF/AMGE FRAME 'O ST115T aF J.R 01/18/10 As N0 Oft OVA ••• • 107oTEcw4oLooroRive :,.c�'• FLOR1oP•' � ` •• ••• •• • • • •• NoxobimawVinyl Horiz,Roller Window,lm Ct naslstant '�isS'i'O`NAI ��G` Oelx G.bF NOKONI9,FL 34474 A LYNN P.E .L2 OeAm [♦Hero 12 8 10 61912 8 PEese7aa • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• •• •• • •• •• ••• • • •• • • I W MAX.SHIM----I I-- 1/8"(.131") -- 1/8"(.131")DIA.x 21/2°NAIL, SEE SHEET 1 ®fflP FOR SPACING 0 1.667 REMOVEABLE--/ FLANGE MAX, NOTE:INSTALLATION SHIM TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY 1/0"(.1311 DIA.x 21/2°NAIL, OTHERS REMOVEABLE FLANGE ®SEE SHEET 1 FOR SPACING JAMB W/NAIL FIN HEAD W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING Ira° MAX. REMOVEABLE SHIM FLANGE 118"(.131 DIA.x 21/2"NAIL,— a T ®SEE SHEET 1 FOR SPACING SILL WJ NAIL FIN PRODUCPREVIM THRU NAIL FIN INTO WOOD FRAMING av complymg wA4 ft PIMI& nundBag coda AceetHanm Ngo NOTEs:® 149 /'aha01 M1md1 udeP4odoot mgrof I. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-RADE COUNTY,USE 1!8°(.731'DIA.x2 I&NAIL 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1rt°THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ��ONV LYNN 3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 8083-TS AND A MINIMUM OF 118°THICK THE `� ��•''�CENSF''•.FQ 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#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. _ * No.58705 IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. —Zr }OH7/}1 • iH/SrtSftLEi • • • Owoma ►NSTALLAT/ON DETAILS-TNT.FIN FRAME :O,�'•. STATE OF J.R. 01/18110 Co • t.2Li;eddedc6a.lndecknal ��woxma�s�FL� are ,m" %, FLO...... ' �: UM �d; • CSG` • • • ••• • • •• P.O.aqx 96� Vin /Hork Roller Window,Im adt-reslstant '/7,S/10'1►�'.�ALL mac tmtc NOKONIB,FL 34274 — 1-10 .,e A L�NN ac�¢L�lb P8 .LR• x8/12/08 rereTa ?2 10 m 10 S18?-2 8 P•F-#som • ••• ••• ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i o MIAMI- MIAMI-DADS COUNTY,FLORIDA 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOb1IC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) .v►v.miamidade.eov/economv PGT Industries,Inc. 1070 Technology Drive North Venice,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 and accepted by Miami—Dade County RER— Product Control Section 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 Section(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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 ITGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller,P.E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. 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, series,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 od,Vnge in the materials,use,and/or manufacture of the product or process.Misuse of this MA as an enUmeralent **seen of any product,for sales, advertising or any other purposes shall automatically terminate tl;s NOAo ': Iure .• • s • to comply with any section of this NOA shall be cause for termination and removal oPNQAr •• • •••••• ADVERTISEMENT: The NOA number preceded by the words Miami—Dade Mun{y, Florida, and :sees: followed by the expiration date may be displayed in advertising literature. If anyp0*0 0 of th* WA is • .sss. displayed sees.. .. then it shall be done in its entirety. • • sees. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer•er its •••••. distributors and shall be available for inspection at the job site at the request of the BtbTftgUfficial. • •, This NOA revises NOA No. 11-0922.01 and consists of this page 1 and evidence ages L-1 aid as •••••• well as approval document mentioned above. .. sees The submitted documentation was reviewed by Jaime D.Gascon,P.E. •e • NOA No.13-0815.05 NilAM4D couNTYED Expiration Date: May 26,2016 €2 zg Approval Date: October 31,2013 I Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subini ted under previous NOA No. 10—0819.05) 2. Drawing No. 6300JR, titled"Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller,P.E. B. TESTS I. 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 10-0819.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC2010, prepared by manufacturer,dated 09/20/11,signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NDA No. 11---0922.01) D. QUALITY ASSURANCE 1.. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 0000 1. None. • . . 0000 0000.. F. STATEMENTS **memo 1. Statement letter of no financial interest, conformance and'18$i3lying wilh. the FBC 2010,dated 06/06/11,signed and sealed by Anthony Lynn-Oj er,P. b;.••• m e•' 2. Laboratory addendum letter for Test Report No. FTL 6443, issued mby FqAestxation 0•;o•• Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D.o&Wson,It A. Demo:* (Submitted under previous NOA No. 11-0922.01) 000000 • 3 • k • • 0 Janne D.GWR,P.E. Product Control Section Supervisor NOA No.13-0815.05 Expiration Date: May 26,2016 Approval Date: October 31,2013 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(coNTINimD) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab,Inc.,dated 02/28/11,signed and sealed by Marlin D.Brinson,P. E. (Subfnitted under previous NOA No. 11-0922.01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Subfnitted under previous NOA No. 11-0922.0 1) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their"PGT Series Aluminum Clipped Mullion—L.M.L", approved on 12/08/11 and expiring on 05/26/16. • • 0000 0000•• • • • • 0000•• •• • 0000•• • 0000•• • • • 0000•• _ 0000 • • • • • • 0000•• 0000 • ••••• 0000•• •• • •s••• •• •• • •• 0000•• 0000•• • • • • 0000•• i 0000•• • • •0000• ` 0000 • • Jaime D.Ga ,P.E. Product Control Section Supervisor NOA No.13-0815.05 Expiration Date: May 26,2016 Approval Date: October 31,2013 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON-IMPACT OR LARGE AND SMALL GENERA.NOTES: MISSILE IMPACT-RESISTANT PRODUCTS " 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD SE GENERAL NOTES-___ EVALUATED BY AN EXPERIENCED INSTALLER FORTHE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, ELEVATIONS...............„._._......_..1 tl FIGURE 1: MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. n' MULL TO 2X+moOD._......:..__..2 g MULTIPLE OPEMNGIN TH FOR VERTICAL MULL ARCHES TO BE MULLTOIX&MASONRY_._._..2 by MULLIONSF / ---� �DETAI SS INSC3t18EG 019tOE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS INSTALLATION NCITEK___...._2 d AA,G,H; �frNGtA.Afi HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO MASON�RY�...___...,._3 SHEETS 2-3 SHavE NOT HAVE A GAP OF MORE THAN 1/47 FROM THE CLIP. MULL TO STEEL STUD...._.._.......3 � Q ANCHOR SPECS.."....._...._._.._."3 W 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED ALTERNATATE CJJPK..„_„,._...._.4 i ♦ DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 080.THE 1113 STRESS INCREASE WAS NOT USED SAY MULL MTALLATION.„___.4 O IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 X 2 X.128 h(U]I SPECS____...._5 1 X 2X.376 MULL SPECS....."..._...6 j O 7 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE t X 276X.978 LRILL SPECK..„......7 1 i X2.76XA5MULLSPECS_._..8 Z SEE I I I I INSTRUCTIONS. i X 9.126 X.600 MULL SPECS.......9 W O a SHEETS a3 / ___ / I I q TMG, 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.126 MULL SPECS„,„,„"..„.10 m Q 7 1 X 4%.376 TIKE LL SPP ECS.._11 , SHEETS 23 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 21.FOR MULTIPLE UNITS,CONSIDER 1 X4X a76 T MULL 8PECS.__„tt F, ul li ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1.26 X&108 X.288 MULL SPECS-12 CHOEGNAw PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHAT APPLY. 2 X 4 X 28 MULL SPECS....._..__13 Z W �' 8 MULL FOR 2 X 6 X.26 MULL SPECS_.___14 p LENGTH HORIZONTAL B)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 128 X 2.11 X.126 MULL SPECS_.16 � QQ MULL 30'X 328 BAY MULL SPECS.._....18 7 SHEOETAa.6, WJX ON DAY MULLSPECK."".”.17 SEE DET ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST MULLION&CUP LLS ECS _18-20 � r .�- BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT EXAMPLES 1&2._...._...__......_..21 Q U`3 AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT LOADING EXAMPLES.______._22 O FENESTRATION REACTIONS. N o sRO�� E O 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOA•S;ANSUAF&PA NDS FOR WOOD CONSTRUCTION; y MUST SE ADM-ALUMINUM DESIGN MANUAL 4 MANUFACTURED BYPOT• 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQU94EMENTS OF THE FLORIDA BUILDING Q C9 Q O O t - CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH d eEE � POT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. I HOwxo /SHEETS MULL 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHz_ .� III--�----- LENGTH HORIZONTAL MULL INSTRUCTIONS: LOOM 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT°)FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3)REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING 15-RECTANGULAR'OR'TRUWGULARITRAPEZOIDAL'. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBSIFm FROM TABLES 1A THROUGH 13A,ON SHEETS 5 THROUGH 17 PRODUCT RB esmmylgu�gxlMthaPl _ RESPECTIVELY,USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING MULL OPENENGWIDTH I�-HORd Ntt0.LLIlNGTH—•� Bu9dMB Codo .-.I LENGTH �` � VERTICALLY OR HORIZONTALLY).THE MULLION CAPACITY(LBSlFT'1 OBTAINED SHAH MEET OR EXCEED THE DESIGN PRESSURE AcccpAmca No REQUIREMENT(LBSIM FOR THE OPENING OBTAINED IN STEP 1). OPE O 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(.SS1.THIS HES VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL da od Cont PE NG y% d HORtL d �, MULLION CAPACITY. \\7111111(/(U-11 LLL mumHip I 8)FROM THE ANCHOR CAPACITY(LOS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE THAT THE (MULTIPLE LENGTH � pN. ••• ��C� TH JI— ANCHORISUSSTRATEI NCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ��•'VGENSF '•.'r ' ANCHOR CAPACITY IS MET. �ENINGwrorH "k No.58T05 SINGLE MULLION SINGLE MULLION __MULL MULL 7)IF THE MULLION CAPACITY(LBSIM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT tLBStFTxT _ OPENING MOTH FOR THE OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA”TO OBTAIN THE LOWER ANCHOR CAPACITY FOR VERTICAL MULL REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE -O; 4° )3 '1SEE wRREKPONDwoDETAILS MULTIPLE MULLIONS �� '• SAT i O k,_ FROM FIGURE 1 ABOVE •• ••• • • • • • •• 8)VERIFY THE DESIGN PRESSURE RATING(LB3/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL • • • • • • • • • MULLION CAPACITY{LBSIFT'f OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE 'ice ''•FYOR��P•' �� •• •e •• • •• MULLED FENESTRATION PRODUCT ASSEMBLY. � IONA1- o • • • • • • • • e 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.L,YON UtER,P.E. •• ••• •• • • • •• FL P.E.#58705 • •• • • •• • • • • e•• • • • • •e• • • • •• e• • • • •• •• DDETAIL B: DETAIL A Mln I + o MULLION TO 2X WOOD BUCK MuwoN MULLION ATTACHED TO 1X LR1CK$TR P TYP.ANCHOR 4 OR WOOD FRAMING WOOD BUCK AND MASONRY SEESEEeSATSEM EEAUMOB �Y (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BroTHERs, I I MULLION I WE 11, .:,... •` I gra }. 8EE 8HEET8 '° b MIN 2.7IC81 '•'' ••'• 0 EDHER THE I I %WFORHOLE .4 I 1 CONCRETE (A ORCMIU��'Ir.,,. �gBTAH�, STANDARD OR .e .° I' LOCATIONS ° 1 .,I SEESEETABLES 0 Em m e ° - I. ° EDBEDISTANCE 18•to8 I FOR MASONRY W a INBTALLEO BYI 11 FORWOOD 1 I ANCHORS THIe METH. .4 ° SCREWS �' °`a 4 1 I I SIDE VIEW m Z W . MAX FOR ..° q ALL MULLIONS a 4,• ° 0 a e .4 ° ° ° ?:° _4. .. OFFSET M10.1 ? 7 (� � � � a CLIP MAY BE S� 2' 4 ° EXTERIOR e °'. NBTALLEO BY I� 0 4 EDGE - THIS METHOD. Z as .4 ° ... .a. ...Q °. 4 DISTA OR d MASONRY A o ANCHORS EXTERIOR a a (AOS O TYP.ANCHOR TYP.ANCHOR � TYP.ANCHOR PERSU887RATE, ERSUBSTRATE, dd SEE TABLES 1840B 88E TABLES 18.10E 8EE TABLES IS408 EOOEIEND DISTANCE BUCMSTRIP �— SEES LES ... AND ATTACHMENT EMBE BlJCK81RiP ET-" BY OTHFJtB, ATTACHMENT I 'e •;� SEE NOTE I. � SHEET I. SEE NOTE .1. �`' �.p:.• .�• ._'^ 1' .. MN 2.7KSI CONCRETE ORCMU SIDEVIEW' FRONT VIEW PRODUCT PJMSED as oomplyinS wok IheFlDtWn seRam$Cn — anca Nn �3- 3 1 FRO L i N7 VIEWS" A �P • fic 110 6 ,Pirmkin INSTALLATION NOTES: Ni Dado uU Comm 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. '4011 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \��aNV LYNN Mi ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ��•'�LCENSLc4�ff CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ,: ze FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. * N0.68705 %* 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HE0IEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 'U t O 1513 w •• ••• • • • • • •• Q STA EO 5)FOR MASONRY APPLICATIONS INMWMI•DADWOVNT\%USE ONLY YW*OADECOUNTY APPROVED .,F<ORLDP.•' ELCO ULTRACON OR ELCO 114%,S.AGOIiEQA•TORRL�SO�CRMN01H000' 0' •• �''�iS,S�ONA1-�'\\�� • • • • • 0 • • • A.IMNN Ml ll�F�t P.E. •• ••• •• • • • •• FL P.E.#58705 • ••• ••• ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL E: DETAIL C: � '1�M�' MULLION TO MULLION INTERSECTION NOTES. MULLION DIRECTLY ATTACHED TO MULLKXd ERCLIP) alit! MASONRY STRUCTURE 1)MAY BE INSTALLED IN`TEE'OR-CROSS' ' � STANDARD CLIP SHOWN vawEs INTERSECTIONS. o: y e 2)MAY BE INSTALLED HORIZONTALLY II TYP.ANCHOR I (SHOWN)OR VERTICALLY. STSDI EE - OR SEET 1B-10B 3)SEE U•CUPDRAWINGS,SHEETS 18.20 8 < CFPBET MULLI i. TOP VIEW FOR CORRESPONDING MULLION. Z K''1 CLIP MAY BE I INSTALLED BY II I EDGE DISTANCE MULLION O = THIS METHOD, I I j a VARIESANCHORS I 3 (n . I I Ila.e I #128TEEL 8CREVt9, MILLION AND USES Wco F c o m tY1 � U EXTERIOR 4' 4 a MULLION z Z EDGE CBTANCE F ¢ FOR MA80NRY w Z ANCHORS '. ZI CRUzON o EXTERIOR t A TIP.ANCHOR '.4 lIL. < ERSU89TRATE, 4 ,a < ,7, Z TABLE818-108 TYP.ANCHOR IQO SOS TABLES 18-110B vBUC�Rm MSUBSTWITE. HOLE LOCATIONS FROIEDGE � p O ATTACHMENT WSTANCE Y . .'t. BYOTHER9, .. SEE TABLES n�rnf��ur . ] .•a.. SEE NOTE I. r a <.. •y. 1&109 A N < --7— . SHEET/. n;' Q Z l� 0 •.. DISTANCE MIN 27 KSI CONCRETE OR CMU MBd 27K8ICCICRETE ORCMU05 LES SIDE VIEW � ' � FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CUP SHOWN) INSTALLATION NOTES: STRUCTIM tj ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING R STUCCO. a PPER'ANCHOR SUBSTRATE, SEE TABLES 16.09 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a PRODUCTREVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 1eBp FOR ® as oamplyieg wllA the Kwwa CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE `` �` HOLE �dhl,,C odo �/•� FOLLOWING SHEETS.FOR DETAILS A.D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. ``�.;;. LOCATIONS I a•, 016 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION ® 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �yaml Ottda kI I I I I I I I ® LL 11111/�� ELCO ULTRACONOR EL 5)FOR CO, -0ADE COIAJTYAPPROVED O 1 W S.S.AGGREGATOR MASONRY ANCHORS. FOR ED1sraNDE N�,......,Mi!!''�,� FOR8TEEL STUDS THINNERTHAN SEE TABLES ` FRONT VIEW 18 GA AND CON[PLIANT WrtH THE FL SLUMS 16•tIe ` Qa.•''�CENSF''•.• CODE.A 2XW000 BACKER MUST USED. i •'* ATTAM MENTBYOTHERS. NO.58705 EXTERIOR USEWOODANWORSPECS SIDE VIEW t NOTES: b )S r o: •• ••• • • • • • •• 1)FOR 2X WOOD•SACKED STEEL STUDS,WOOD ��•• Slk-�(4� • • • • • • • • • ANCHOR VALUES MAY BE USED. �� +'•;F<ORVOP.•'��\.` •• •• ••• • • ••• •• 2)SEESHEETS CORRESPONDING FOR UI N MU LION TABLES, • • • • • • • • • A.LYIJIII a1ILL�R,P.E. •• ••• •• • • • •• FL P.E.#58705 • ••• ••• ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ' o Qd SEE 2ASO.OR45- wY SHEETS OSUN03 FOR INSTALLATION BAYMULL TO SPECIFlC SUBSTRATES. MULLION a O O Z � 0O O LU O O O O 0 O = N O O TOP VIEWit y SIDE VIEW1 w ;3U SHM WRH rXCX.12V TOP VIEW m MILLION I I I CO) W I Z I 0 EXTERIOR I I i i PERS BS RATE, 2 U cb 1 i SEE TABLES I2B OR 10 Z : U STANDARD MULLION CLIP I I PPER9 BSTRRAATE, � I I EXTERIOR M Z MODff1EDTOFTTFELD I BEE TABLE8IB•11B CONDITIONS. I II 1 Z M rXWANGLECUP. Z I I I 2 PER MULLION END,MUST BE I I I 1 INSTALLED INSIDE OF BAY MULL. MULLION p S� II 1 I ANGLE 52 .CUP, LL N S2 I I 2PER MULLION END. MUST BE INSTALLED < z a O I I INSIDE of MULL iL TYP.ANCHOR SUBSTRATE. SMTABLE818.108 ./1 INTO WOOD. L-� STEEL,ALUM INTO WOOD,STEEL, STANDARD CLP TORE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED I!-FIELD. EXTO AK OAI �VISED ftRa Idaauafts 016 IM,CMU OR ASONAWM.CMU OR MASONRY JEWE ` DISTANCE PER Miam�DadaBro uctCaaro ANCHOR EDGE --(�-- E PERq yCHO NOTES FOR INSTALLATION OPTION G&H: <.YNN NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CUP$MUST BE INSERTED 94SIM OF MULLION. �1GENSF •.,Q 2)DETAIL G:SEE TABLES 18-118 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE =* NO.53705 'X 2.11'X.125"MULLION. LOCATIONS. 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 128 2)SEE TABLES 18 108 FOR ANCHOR QUANTITIES AND SHEETS 1820 FOR HOLE LOCATIONS 3)DETAIL H:SEE TABLES 12B OR 138 FOR ANCHOR QUANTITIES AND SHEETS 1820 FOR -10 '� l0)S) -p: 6 : •• ••• • • • • • •• HOLE LOCATIONS. STATE OF =W; 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APALIC.WIOPI. • • • • • 'O '• • • • • • • • • • a�M_.iV�b�P.E. FL P.E.#53705 • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• TABLE GA r MulOon Capitally Table(Ud') OpeningWidth(for ner0cal"pamingmWons)orOpeningHeight par hodzonta*sparvingm11km) � a+ 6OW Bain 70111 SOW soft 10010 100 N In 1601n p Iffi4leng40er Trepmtaryt. ReeWngulm TrepTdang. Rman9uler h�afe09• Re4ten8Jar haplydaW. Rmten9i0m TrepTderyl. Recfen8uiar hep/aiwig. Ne4tmgWsr TmpRdeOg. aeottmguier TreH70mig• � o 111411.126 uaft Loa" 1.00.400 Wait it haft Wedng ua*o U8019 Loadln0 Lohapll6a0• Rabtar9ufar armg Loam10 Lmft Loft Loadt9 Loadn9 taadng Lsadbg toa&•if 111 � Atum,Tub a! Mullion fa 1 11 1 11 1 fa I h 11 fill h I h 1 11 1 11 1s a 11 z 42b 110.0 820 troo 436 170.0 744 17ao 478 ttao 888 nao 608 too eet 170.0 Bre 170.0 me 170.0 eat 170.0 1240 17ao 621 tlao 1466 tt0.o 621 140.8 1489 170.0. 621 127.9 1489 nao 6zt 401n 170.0 708 170.0 624 17x0 BSO 17aO 584 170.0 871 170.0 WO 170.0 1133 170.0 661 170.0 1218 170.0 077 188.5 1303 170.0 680 130.3 1303 170.0 ON 111.7 1393 170.0 880 07.7 13M 170.0 660 0 60.626 In 170.0 747 170.0 On 170.0 NO 170.0 WI 170.0 1048 170.0 684 170.0 1185 170.0 723 188.1 1238 17x0 747 140.5 1236 170.0 768 IVA 1238 170.0 758 100.4 1235 170.0 780 87.8 1239 170.0 780 66h 170.0 787 170.0 612 1170.0 BSB 170.0 691 170.0 1118 170.0 784 154A 1158 170.0 003 137.2 1158 170.0 837 123.6 1155 170.0 855 tote 1168 170.0 861 082 1158 170.0 681 772 1188 170.0 ON m 60 In 170.0 888 1170.0 701 168.7 1042 170.0 707 1429 1042 161.1 02 125.1 1062 148.7 815 1112 1042 136.8 801 100.0 1042 1302 791 83.4 1042 128.1 782 71.0 1642 10.1 782 62.8 1042 126.1 782 w V Wb 1710 030 I70.0 745 181.2 992 163.8 818 128.8 892 144.4 780 IM4 982 131.0 782 1018 892 121.4 768 00.7 992 114.8 708 789 082 108A 745 84.8 992 108.0 744 8&7 892 108.0 744 789 W 7 B8In 165.4 847 170.0 137.8 847 14LO 786 INA 847 10.3 708 9 847 8.7 738 iWA 047 117.1 762 811082.7 647 102.2 727 889 08 847 .1 713 89.1 647 84.0 711 81.7 847 94.0 711 a 7d in 138.9 849 142.7 737 1432 849 1219 722 97.0 BW 106.91 708 84.0 849 90.4 698 76.6 849 88.7 888 679 849 827 876 68.8 80 75.3 868 48.5 840 72.14 652 4U 849 72.4 651 � :7 780 115A 782 I0.7 886 9&3 762 10.8 862 82.6 782 Me 840 722 782 0.9 820 642 762 742 820 67.8 782 892 873 40.1 782 629 802 41.3 782 6&9 687 38.1 708 W4 696 78b 1089 724 111.4 634 MO 714 94.8 621 76.3 724 SU 609 80.8 724 70.4 699 WA 724 88.1 -081 63.4 724 63.4 883 449 724 67.3 673 382 724 64.3 687 33.4 724 839 885 � t• 67 BOW 899 813 719 483 88.0 613 80.7 474 40.7 043 829 468 43.8 613 47.1 468 38.8 043 429 452 30.8 643 399 446 28.0 643 34.9 436 24.8 643 321 430 21.7 643 30.7 428 9614 87.3 478 089 427 47.8 478 49.7 410 409 478 432 612 35.8 478 08.5 406 319 478 34.8 40 28.7 478 310 398 239 478 28.1 388 0.5 478 20.0 360 17.0 478 242 378 IDS In 413 377 41.1 34t 339 371 34.0 086 289 377 309 330 20.2 371 289 326 22.4 377 24.0 321 0.1 377 22.0 317 16.8 377 18.0 310 HA 371 17.7 304 N 111 b 37.1 357 37.0 323 50.8 367 319 348 209 367 27.6 313 232 357 244 308 0b 357 229 308 18.6 357 0.1 301 13.4 OR VA 284 � XS2 S2 100 20.3 306 2&8 279 249 308 Mt 274 21.0 306 213 270 18.3 308 192 287 18.3 306 17.3 20 V X a iM W 17.0 212 172 198 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: �0 Anchor Capitally Table pb6) (D )X ANCHOR CAP.,� l°ANCHOR CAP. 80batlata 2170.Concrete &6k Caro. Hoibw tl6U Mademu PT Wood hotel MULLION CAP.,,„,,,:/ 6/6'Eleo tf488 Boo OAA Eine 1Fr 88 MOO 610 Steel 842 Steel 112 ated An&a COp PaUer419 Anchor TM 3lTa EWe uhaem 114 Elco I118aeot U11a1rot 318'E14o UUatm 114"E100 Ubae6n AVee tm Mama Agp(lstor saewp)awn(ab)saewlsb) CAPAC USE THIS FORMULA TO OBTAIN THE)NCHOR ITY REQU62ED`CORRESPONDING TO AN Ecw WE=M 1• 2.111 t• z tiz 3118' t• 2-tFe r 2-W z 3tf8• 21 0.46• 0.64• 0.324 ACTUAL PRESSURE REQUIREMENT FOR THE &nAb menl(Wx 1374 1-14• 1374• 1374 z 1.114 1-014' 1-114• 1-t(4 1-tie 1-1r4• 2• I-w 1-78' (Sea nolaai OPENING,WHEN IT IS LOWER THAN THE MULLION 2 arore 4.74 WA 0..1 Standard CUP ft. 390 Ws I 3M Ito 460 ft 890 110. ISM M 270019 28000 364M 740Ws 408085 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ardmte®22F Ift O.G/8landaN(3p(R9.4 7000.0. IMr4S BOO 1410PA OEM WA BOO us WA Now WA mms WA 862 W0. 640lbs 11000. MULLION.IT WILL YIELD A MINIMUM ANCHOR BAm21de(07.18.50a0.C.18tartdsf4O1pft SUM 140 We WA WA WA WA 78000 WA WA WA WA WA 104 Wa 1880089 224009 CAPACITY WHIM MAY BE USED TO QUALIFY 4A0altas®3•MM.O.CL I M 216Angfe C5ps(Fl9.6 78000. 714M 00 Ws 1780083 308 Ws 540 Ws WOO -M 1480015 938 Ws 1328 W0. 2384 W0. 862M 808 Ws 1120Ws ADDITIONAL ANCHOR OPTIONS FROM THE BAnbhas®0'WL O.C.I M 218 Ards C099(ft 4 117009 117OWS 10WM 2340 Ws 284409 8106q 040M WA 114009 1404 W0. 132D Its 3608 Ws 87809 1280 We 1680 Ws ANCHOR CAPAC"TABLE. PRODUC7'RITMED 4Mdm@0.46Nb.0.0.l UC6p,Woi1TA1a9t(Ftg.7p WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1432 W9 as oomply10g 1vlth lh6 Flo" �G 2 Anohae C 2.28•WL O.C.I F-ap(R9• 3110169 350 On 290 @a 705 W0. 478 Ws WA 280 Ws WA 318 Ws Olbs 440 Ws 0 W0. 718 bs 420 W0. 50 Ws � 1,�, � ABOc�1oa No V� 4 AtWrota�1.18`G9a O.C.l FaSp ft.B): 480 ft 70 We WA WA WA WA 38051s WA WA WA WA WA 882 Ws BW M 110 Ws NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Mi act Cdntro FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE& FIGURES. TABLE NOTES: • • • • • • • • • • • • II\1111111!! 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `��A\13 • • • • • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 4.000• ?'• @ '� ' No.58705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 18.20.HOLES FIGURE 6: FIGURE V. FIGURE 7: TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 16-20.FIGURES SHOW ; • • • • SUGGESTED,APPROXIMATE HOLE LOCATIONS. e, 15 f3 16 •• 900 • • • •• r STAI d L7P •11/. • • • • • • • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FOAED .126' '/7�'• P ✓�_�� • • w •• • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW 'i�(�S'•.gORIO,..• C r• • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.126'TFBCK EL i S' ANGLE CLIP(FIGURES 6140)MUST BE USED IN F*lft • • • • • • STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK t'X 4'X.12b 171 j��tONA� •• ••• •• • • • •• AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. X 4 X 1 A.LYNN 11v111'.1L�R,P.E. FL P.E.068705 ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • TABLE 7A Mul[tan Capaoft Table1blot Opening Width(torretUcaUy-epar"mLOon9)orOpeningHeight(forhoft rde*spaWngmAons) Il diceBON solo 70 In so In Win learn 12D[n 1401. 100N �' 0 1xbx.376 HBOrnagolar TrpdTdeng. Reawww Twp?datm. ReaNn9utm TWO* Reoangdar TaprTdang. RadwWw TmpTMM Reatenglfer TwpretNM ReoteW. Traprrdam, faaangwar TwplTiimlg. Reeao9ata TraprTW1. k toadn9 LoadnB Load.B Loafing Loads• Loadn9 LoadW Loedn9 loafing Loaft Load00 Loa rm Loadm L-ft Loada9 L-ft Loadn9 LaaftAtum Y is Mu Ilona � � rLa >n 42 In 170.0 820 170.0 438 170.0 744 170.0 476 170.0 888 170.0 606 170.0 892 170.0 610 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 7488 170.0 021 170.0 1736 170.0 621 170.0 1883 170.0 621 48N 170.0 708 170.6 824 170.0 880 170.0 O8/ 170.0 982 170.0 ON 17$0 1133 170.0 681 170.0 1276 170.0 877 170.0 1417 170.0 680 770.0 1706 170.0 080 170.0 1883 170.0 880 161.8 2024 17$0 WO :3 Vr 50M In 170.0 747 1704 683 170.0 898 170.0 03t 170.0 1048 170.0 684 170.0 1108 170.0 729 170.0 1348 170.0 747 170.0 1494 170.0 m �L 541. 170.0 797 1704 612 170.0 888 170.0 001 170.0 life 17010 784 170.0 1278 170.0 803 170.0 1434 170.0 837 170.0 1094 170.0 068 1671.8 1799 170.0 881 137.1 1788 170.0 861 120.0 1789 170.0 681 m J win 170.0 888 1704 701 170.0 1083 170.0 787 17$0 1240 770.0 878 170.0 1417 170.0 844 170.0 1884 170.0 888 188.8 1819 170.0 1039 128.8 1818 17$0 1083 117.0 1818 170.0 1089 97,2 1819 470.0 1083 � („) 631. 170.0 WO 170.0 746 170.0 1118 170.0 SW 170.0 1302 170.0 9W 17$0 1488 170.0 1018 166.7 1842 17$0 1076 141.0 1642 170.0 1122 117.6 1812 16$8 1188 100.7 1542 167.9 1157 80.1 1642 187.0 1107 68N 170.0 974 170.0 788 170.0 1169 970.0 OW 170.0 1364 170.0 1002 160.6 1472 INS 1068 142.8 1472 168.8 1148 128.5 f472 16$8 1138 107.1 1472 1474 1108 81.8 1472 IW.0 1104 60.3 1472 148.0 1104 z 72 In 170.0 1063 170.0 878 170A 1278 170.0 7000 160.6 13'!0 1682 1101 1320 1520 149.9 1082 117.3 1320 137.8 1066 106b 1320 128.8 1049 880 1320 117.0 1024 76.4 I= 112A tOt3 86.0 1320 112A 1012 U 7 a 78 In 170.0 1122 170.0 937 149A 1184 16&4 1013 1282 1184 13911 004 112.2 1184 138.7 976 00.7 1184 118.3 864 018 1184 107.6 862 74.6 1184 874 006 84.1 1184 83.1 927 60.1 3384 923 926 781. 18&7 1124 170.0 887 139.1 1124 147.0 800 1/84 1124 128.S 847 100.8 1138 116.0 001 00.3 1124 106.8 998 83.0 1124 9&6 008 88.2 1124 89.0 880 89.3 1124 04.3 WI 6fA 7724 002 878 a P M P 90 In 108.1 044 1114 760 00.1 OM 04.3 738 77.2 044 a21 724 ne 814 73.3 712 60.1 OM 86.6 702 61.0 8M 61.4 BW 464 044 542 878 384 8M 60.0 ON 33.8 844 47.7 662 L L earn 89.1 142 81.6 600 74.2 742 772 862 83.8 742 872 801 88.7 742 694 001 484 742 86.1 822 41.6 742 49.8 814 37.1 742 134 800 31.8 742 39.8 8911 274 742 37.8 64 I- �0 s0 fee In 62.8 we 004 638 02.1 608 53.8 621 44.7 688 484 613 3&1 606 41.4 500 34A 586 37.3 498 31.3 686 342 400 28.1 886 28.6 461 22.3 688 284 472 19.8 638 24.7 468 y M 111 N 87.8 WS 88.8 800 4&0 688 4&5 400 412 882 424 487 38.0 686 38.0 400 UO 600 342 473 2&8 866 31.3 487 244 686 27.1 487 20.0 696 243 448 '18.0 036 224 442 x 12DN 45.6 476 48.4 433 390 476 3&0 42B 328 478 337 420 204 476 28.0 414 26.3 476 26,8 408 22.8 478 266 404 IIA 478 21.1 900 18.9 476 1&7 307 14.3 478 17.2 381 r N 144 N 2&4 339 2&7 300 220 338 22.4 301 1$9 330 1$5 387 16.6 338 17.0 783 Q X = O a 6 TABLE 7B Another CapaoByTable(ft) ANCHOR CAPACITY ADJUSTMENTFORMULA., � a. Substrata 2. Correa 3.6k Cone. Ho90acmu FMad Cdll7 PTW4o0 Metal (Dp-)X MULLION CAP.,,,,,,��-ANCHORCAP. d1G Eke twitsmo oils,Eco V4'88 Em ifOBael 6128ted 112 Sea AndwrCIIpPattelm AI�ta7ypa: dis,EcoUlwOm 1/4'Ecol6lrean ummun oi1s,EaUtracon 714'EcolAwam A9gra0alm Ult m AgpOsta Scm(O6)Sww(05)Saew(OS) CAPACIUSE TY FORMULA ORRESPBTAIN HE'ANCHOR CAPACITY REQUIRED°CORRESPONDING TO AN Edge Delay 1' 2-V7 P 21w 3.16' 1' 2-V2• i' 240Y Y 3118' 21 0.48' 0.64' 0.324' ACTUAL PRESSURE REQUIREMENT FOR THE Ewtced7faiit 0n I-Wr 4300' t5/4 1514' 2' 1-V4' 1-114' 1-914' 1.14' 1414• 1-V4' r 1378' 1.918' (sea noted) OPENING,WHEN IT IS LOWER THAN THE MULLION 2AW=@4.76 WAO.6/StandardQpm.lar4 300ks q?.VAIWA 0 as 690fm ISM In 270.9 280 ft 3M Ibs 740 lbs 400 Ws Get PoS 1162ae SLB Ns 42D 6000s CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amhaa@2.38'!9&0.0./8twdud CBp(Fig. 700fba ft 68C In 14to8e W2a3 WA 660 In WA 630@9 WA 680.3 WA 662 ft 84g01s 1f2081s MULLION.IT WILL YIELD A MINIMUM ANCHOR 8 Anthea@1.16.19..66/8taadard Clip ft. OBOms WA WA WA WA 700@s WA WA WA WA WA 1304 ft 1WO&S 2200FM CAPACITY WHICH MAY BE USED TO QUALIFY 4Andta3@3.184.0.6/MWAn#9 t2lM(R&B$ 78006 0 ft 170016s 3M53 B W 560lbs 700W 1400 as 836 as 1328 a3 2334Rs 652109 840®9 1120ae ADDITIONAL ANCHOR OPTIONS FROM THE OAnchae@3'68n.O.C.t(2)2x8Anye 49tps(Rg. 1170 ma 0IW 2300 gs 384406 610Ibs M9@s WA itWlbs 1404- 1320a3 3616 as 978lbs 12BOas Ismun ANCHOR CAPACITY TABLE. rROD1TCf RBVISBD 4Nmba9@0A5MOL 0.6/UCAp,Wo7t8'AIum(Fig.7): WA NN WA WA WA WA WA WA WA WA WA WA 1482 Ns as lwntplylodc 1110P1a1tda 2Awhae 22GMhO.6./ an* ckdo �J•�JC ® T-f#p(flg.8 3001M 3FA Ibs 16w Dts 700 9g 478166 WA 280 as WA 316 ae 0@e 400 @s OfD3 328 @s 438 Na 68068 Am* cc No V7 4 Antics@ LJV Ma.0.C.I F44(Fig.9) 46D as 7001bs WA WA WA WA 33866 WA WA WA NA WA 862@e 84063 71200m '-"{ 1.0$P (+- -� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: IBM D Pmdua Contra FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: Ft, 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • • • • • • • • • • F-01-0 ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. LYNAI • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `: 4,`T�N� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE COW 4,000' SHEETS 18.20.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.56705 FIGURE b: FIGURE 8: FIGURE 7: SHOWN ON SHEETS 18-20.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Ns•% ••V6 ♦ •• • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND J /3• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BESTA <C/ • •• • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '•,,F(OR1QP,. \�� ( ) iE111 Oyu �'•• •• ••• •• 0009-T(8 OABE A MINIMUM OF.126'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' -37F6' 37[5 �i�SS�pNAI.E ANGLE CLIP FIGURES 6&s,MUST • • THICK 1 ).STRUCTURAL STEEL TO BE AT LEAST A25 THICK AND A36.AM ANCHORS f'X 4'X.876 ` I'X P X.375 I A L{fdiV1M1LLE�I P.E. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. '7"-MULLION MULLION FL P.E.#58705 • ••• ••• ••• • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • h1.Q05r1 t�1.260"-•1 �}��i®r -••I 1.000' 1.000" --''{ 1.000' f-- �j 1.000• (--- ,125 .126• Ir fix° 2.760• 2.760' .128' 3.128• --126' 3.11 • .126' .125 ,126• 2.� 2.� • 2.1�• 8 Q .126° �. .126° O •_ T T � -f T ,9Q5 T 3 ai 1'X2'X.42V MULLION 1'X2'X.376'MULU0N 1'X2.7SX.375MULUON 1•X2.76•X.880•MULLION 1'X3.126•X.8•MULLION tWX3.18S•X.285MULUON IMX2.11•X.12VMULUON n (9 6003-TB ALUM. 6083-TOALUIL 0083-TO ALUM. 6083-T8ALUM. 6063•TOALUEL 6083-TB ALUM. 6083TBALUM. 2 Q m LL XSECTION X-SECTION XSECTION XSECTION XSECTION XSECTION X-SECTION m o Z co 7 -i F.--.126' 0 t0 Up TABLE A N 1 STANDARD UM.CLIIIII 206 3.ANGLECUPDimension Value On) For Mullion: Z O 2.0 X�SECTtON t 2.1U-C� �• Bfl&i TECTioUNM. PA 1.826 z.J� D tl l l��ll 6083•TOALUM. •126• 2,654 11 XY X.125 4 � �- M .126" XSECTION Aluminum 126" 0.740 ��MuNon c -I.740•h- 1,126 . W O SAW 2.404 w 2y 3.126' CUTHERETO .376• 6,000" 0•� Tube Mullion U n Q .376° `f_CREATE FCUP,SEE MM. �_- .378•M6•L H-- D 0.4� MIN.. DETAILF,SHEET4 . "MIN. A 1.876 r--------1 r--------I �U' --------------------- B 3.000 1°X2.76°`X it I I 1 I 1 A I 6083-TO ALUM. A F--------I "� ^1 L- -----J L__--___J ------------------•' .376 Aluminum USEO FOR ALL 1"X 2•AND - - 2X6 ANGLE CUP C 0.767 r X 2,76•MULuoNs. M03-TSALUM. D 1.118 Tube Mullion SHEETS" TOPVIEW STANDARD CLIP TOFMEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .460 Mtn. W03•TB ALUM, DASHED BOUNDARY.SEE SHEET36.17 FOR THE W-fTH1N TER OF ANCHOR HOLE MUST LIE TOPMEW ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.31 1"2 X2.76'XTHE DASHED BOUNDARY.SEE .338'MIN. HOLE DIAMETER:ANCHOR DIAMETER r 1116". B 3.000 •850° SHEETS 6.17 FOR THE ANCHOR O.C. U.CUP C 0.476 Altmdman DISTANCE.MAXIMUM ANCHOR HOLE GGMT6 ALUM. Tube Multlon DIAMETER:ANCHOR DIAMETER+1116'. A 1'X 3.125'X.W TABLE D 0.838 MULL ONLY,SHEET 8 1 TOPVIEW PGT Part# A 2.OW RODUCf RRVISED . �6. MuIlDimension(sheetf� B 2.837 1°X3126°X z.comAyin8wl�Wta7roFtonddo .375 -. �I MIN. Mullion Std.Clip OHsetCOp ll Cltp Angle Clip c 0.883 .Tub Alum m NO J a�VB S MIN. I � 1"X2°X.125(5) SM SMI13M 6MI18M 688243M 60511M D 1.137 Tube Mull A ®� i--- ------ 1 -----------i .338•MIN. 1"X2"X.376°(6y 688006 SMI14M M1119M 66MUM SM12M A 2.826 U 1"X2.76"X.375(7) 88 7 688115M 688112DM 686245M SM13M B 3.262 1.25 X3.1 CUP 88• s1r lTadePtoduaconvo 1 X.286'AW1n `1111111I/// I I 0063-TBALUM. 1"X2.75 X.650'(8) 88608 M116M 6M121M 868246M 688614M C 0• Tube Mull •LTNN 4f /i 1.2sx3.188'X.286• D 1.782 I i i I 1 MULL ONLY,SHEET 12 1"X3.125 X.600°(9) 66837M 6SO1116M NSII14M 666242M S68616M 1 i I TDPwEw 1.25 X3.1S8"X.265°(12) 6BB41M 68SI117M M1113M 668241M 688618M A 1.813 1.20'X2.11' .121°Alum _� No.58705 1 1.25 X2.11"X.126"(16) 69370 NIA NIA N/A 688517M Tube Mull = 11 C OFFSET CLIP NOTES: :� O .126' i • • T TS UM.• •C ANCHOR HOLE MUST UE • STATE OF !V • • •Y�� 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. i ••.'CORIDP.••' \�� THE DASHED BOUNDARY.SEE i •.. (%j .740" • •• • • • 8 6.17 FOR THE ANCHOR O.C. �psis/ 0 • •• • • • • ••• 2 SEE SHEETS 6.17 FOR SUGGESTED,APPROXIMATE 14OLE LOCATIONS 8 ANCHOR O.C.DISTANCE. RIVAL E �` • • • • • • • •CI MAXIMUM ANCHOR HOLE ) •• ••• •• • • DIWJITIt ANCHOR DIAMETER r tM8'. A.LYNN l It P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, FL P,E,#58705 • ••• ••• ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • -� 1.aoa' f- -{ t000• �- 1.062'-I 082° 126' �I I-.126' te� q _ 0 4.000' 4.000' 4.000' 2. ' 2Oa0' i 126' 2 oa .126' .128' .126' I .126' I I .12b• L 9Q 031'{ J Z 0=1 �� N ` STANDARD CLIP .12b' "LW 2X6ANGLECLIP ,1 6003-TO ALUM. 6003-TO ALUM. 376'•166' .376' XSECTION X•SECTION e083T8AION � mccLL 1'X4•X.12F 1•X4X.376• 1•X4•X.376• 6.600• m CA g D. MULLION MULLION 'T'-MULLION - SAW Z M � 61383T8 ALUM. 608376 ALUM 6003•TSALUM. 3.126'�..I CUT HERE TO X76. 375' O to U XSECTION XSECTX)N XSECTION MW DETA4 F 6HEE'f 4 E -�- MIN. Z W 376' Z W$ r------- I r-------� CENTER OF r---------------------t MIN. -•� .125'I I I I i I ANCHOR HOLE I MIN. 1.377 I I I I I MLWLIEWTTHIN I I D• I I I I I THE DASHED BOUNDARY.SEE t f - - I I 1 -_- I F SHEETS 6-17 FOR t ---- -I__ O to 2.876' I 1 I t THE ANCHOR O.C. F C --- I - � .126' I I I I i F I DISTANCE MAXIMUM cg Z 313• I I I i I ANCHORHOLE 1 1 I I 1 DIAMETER: I I 30°RAY MUWON to 3 O' L J I �_______J DIAMETEReU16'.ANCHORI Q N ------------------ U 0 O3 6003-TS ALUM 1 2X11 ANGLE CLIP XSECTION 6063-TO ALUM. STANDARD CLP U-CLIP TOPVIEW -� CENTER OF ANCHOR HOLE MUST LIE e0WT8 ALUM 8083-70 ALUM Z=.I;t OF ANCHOR HOLE MUST LIE .228' �,gg1•. YATHIN THE DASHED BOUNDARY.SEE TOPMEW USED FORALL 1' THE DASHED BOUNDARY.SEE SHEETS rW FOR THE ANCHOR O.C. X 4•MULLIONS• SHEETS 5-17 FOR THE ANCHOR O.C. ANCE.MAXIMUM ANCHOR HOLE SHEETS 108,11 DISTANCE MA)IMUM ANCHOR HOLE OLIMETER ANCHOR DIAMETER 1110". TOPVIEW DIAMETER ANCHOR DIAMETER+1/16'. 9.489` 1. 12b• TABLE C rI •375' 5.5w 37s Dimension Value(in) For Mulllon; �• F 3.887 1°X4°X.126° RODucI ABVISSD r- -, -------, G 1.000 Aluminum Tube r- 1 oon�17Ls8�vitLthoFtoddn 1 I l I H 2.680 Mullion sliding Codo�} .,28' 45° I t I I I ae NO.+ •_ I 1 I I I F 3.187 1°X4°X.37s Da l�,pZf� 2.260' I I I I I 3.000' G 0.767 Alumhlum Tube& ) 45'BAY MULLION I 3260" I I I I H I °T°Mullion 8�3•TB ALUM H 2.430 Dodo Product Control X-SECTION i i i i F 2.813 30°Bay Mull `1 11111111111 X777 ---- F 2.875 4s Bay Mull "0��JpENSF'/��i$A'' 7 TABLE D •28'J �-.981• POT Part OFFSET CLP Mull Dimension N0.68705 .126' I G 6083•TOALUM, (sheet#) Mullion Std.Clip Offset Clip U•Cllp Angle Clip 740 TOPVIEW 1'X4'X.125'(10) 69384 686111M 6MI122M 688241M 666518M �- •• ••• • • • 1'X4'X.375'(11) 68810 Will 12M 6661123M BBS242M 666519M �Off'•, 7'A AD 1)HOLES TO BE DRILLED IN THE FIEtp FOLLOWING D4IENBnw1 WSy3ICi•iON&S&N ON THIS SHEET. � � .AZORIOP.•' \�� 1"X4'X.376''7'(11) 06853 666112M W81 123M 668242M 688519M 2)SEE SHEETS 5-17 FOR SUGGESTEDPAPPROXIMATM ONE LACATIONO.•: ••• 30 Degree(16) 65649 WA WA NIA 68651100 3)SEE SHEETS 2.4 FOR GENERAL INMLATIbIQ AMTHdDS • • • •• 45 Degree(17) r 66650 WA WA WA 68651110 A.LYNN MILLER,P.E. FL P.E.#58705 • ••• ••• ••• • • ••• • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE E Mull Dimension POT Part# (Sheet#) Mullion Std.Clip U-Clip Angle Clip I �- '126' 2°X4'X26'(13) 66602 6S8281M 066271M 6MI12M 2•X('X 26°(14) 66604 686282M SS8272M 6666113M IL TANDAR LUM. UCLA03-TOAUM.8063-T6 ALUM. j4W--� B7)�t-T6AWM. 608&TB ALUM.NOTES 2" X-SECTION 2.11I26' XSECTION 2.000' XSECTION1)HOLES TO BE DRILLED IN THE FIELD FOLLCWINfl .126' L .128' .126' Q cVDIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ,,,2)SEE SHEETS 5-17 FOR SUGGESTED,APPROXIMATE �--1O co HOLE LOCATIONS. iAW 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. CUT HERE TO.378'' bIc .00a U MIN3.80a •^I SEE DETAIL F,' •37V MIN. 2. O U 000' C I r- 376 ° r-------- ---------------I -- -- ---------- j Z W r----------- Z W j 9 I I I r 3.38' 2B0 � 345 24S I I MULLION 3.438 0 ! a083•TSECnUN. � j I I I 378' N � I I I I MIN. U1 Z S2 S2 L ----- �- STANDARD CLIP U-0LIP,8083•TBALUM. 2MMMECUP L1 J Q CENTER OF ANCHOR HOLE MUST UE 6063-TO ALUM. SED FOR 2'X 4'MULLION.SHEET 13 CENTER OF ANCHOR HOLE MUST UE 6063.78 ALUM, a N • WRHW THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WTTHIN THE DASHED BOUNDARY.SEE TOPVIEW SHEETS 6.17 FOR7HE ANCHOR O.C. SHEETS 6.17 FOR THE ANCHOROC. — R' DISTANCE,MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+U18'. SHEETS 5.17 FOR THE ANCHOR O.C. 60a DISTANCE.MAXIMUM ANCHOR HOLE CUT HERE TO DIAMETER:ANCHOR DI61SETER+1116'. .375' 3.60x- 'I CREATE FLIP, .376' MIN. r_SEE DETAIL F, MIN. .376' SHEET4 MIN. .376' I I I I I I I I I I I I I j IODUCTRIMSIDI I I i i Du OMPI a ilh the Flod6e �1 I I I I AccopIte Ho _® �.v 4.688' t 6.438" }—-—-—-—-I ami Dale t duct Contto I I I 6.438' I 6.438' I I 1IItI1 LYNN YX6'X26' :�QC��.•'•1,\CENSF'•,�E,p it MULLION 8083-TO ALUM. No.66705 '* XSECTION1-.376' L-------------------- +MIN. 260` 0:0o • • • • • • • • • I-- 1O�•., STA 0 !V` • • •• • • • • 11ANDA11 CUP U-CLIP 2X6 ANGLE CUP �i\' •'•�CORIDP.•'• \�� • •• • • • • 000 dN3-TSALUM. 6W3-TSALUM. OWS4e ALUM •i�tS� ��• • • 0.: • • • • • y�P VIEW USED FOR 2'X$*USED FOR MULUBHEET 1414 TOPMEW +i ANAL• �O � •• ••• •• • • • •• TOPVIEW A.LMILLtk P.E. FL P.E.#68705 • ••• ••• ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • e , EXAMPLE 1:SJNOLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+80.01-60.0 PSF. . 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLEWI ,THE MULLION LENGTH IS 72'AND THE OPENING DTH IS 32'+32+1•-W.REFERENCING SHEET 22,THE COLUMN USING NHANpi0R8IN Henn RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2414'AND WILL MEET OR EXCEED THE REQUIRED +73 DESIGN PRESSURE OF+800-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 4+ �+ F ns SEE FROM TABLE 3A,SHEET 7,THE I-X 2.78'X.375*MULLION(LENGTH-72°,OPENING WIDTH-70*)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+A.682 PSF AND WOULD PRODUCTS SHEEIs NOT BE SUITABLE FOR THIS APPLICATION. o APPROVAL,,,, 23 FROM TABLE 4A,SHEET 8,THE 1'X 2.78•X.660'MULLION(LENGTH-M',OPENING MOTH-70')HAS A DESIGN PRESSURE OF 0-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE � 7T OPENING AND MAY BE USED IN THIS APPUCATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION LENOTFI 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X6 Ti Q _4 ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 840 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL z H k r. �/ D AIET CS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL _ �8F6 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE N INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY, W ao NH ANCHORS N-WININDOOW—SIN. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF So PSF: DO V1 Uil --oPeN�No~ M LBS ~ (BOPSF)X � F =524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) Z U THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.3/8'.THE OPENING REQUIRES A Q DESIGN PRESSURE OF+50&-0&0 PSF. ? 666 Z FOR THE VERTICAL MULLION: `2 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32•+72'+I"OV AND THE OPENING WIDTH 13 38•+30•+1'-73•.REFERENCING SHEET YG, F y o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT 13 AT LEAST THE WINDOW FRAME DEPTH OF 2-W AND WILL y EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50,01-55,0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAIASLE. I MULL FROM TABLE 3A,SHEET?.THE 1'X 2.76'X.378'MULLION(LENGTH=108•,OPENING WIDTH=8"MEETS THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE 13 0-16.1 PSF 0. W 3Z W A-� AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. E: N FROM TABLE 9A,SHEET i3,THE Y X 4'X 260'MULLION(LENGTH=108°,OPENING WIDTH=BD)HAS A DESIGN PRESSURE OF+1-84.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q SHE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LSS. �j�.^:'L SEE DETAILS, Q 0: • FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 3W+3'+2'=74',NOT 73'AS PREVIOUSLY -� � PRODUCTS � ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY.THE WNDOWMTHS MAYBE REDUCED TO MAINTAIN IIIl- APPROVAL THE 73'DIMENSION(38.1/2'+36-1Y+2'=7J'). ' N 2)USE TABLE 96 TO FOdD THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERHCALI 1 CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WVM TO BE CENTERED WITHIN THE S',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MUWOG` SEE - USING THE STANDARD CLIP WITH(6)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.12'GIVES AN ANCHOR CAPACITY OF IND LBS WHICH IS GREATER•AND LENGTH Stile DETAIL£ HEIGHT THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS. & SHEEM2-3 SHEETS FOR THE HORIZONTALMULUONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X260°MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MUWONS,ALTERNATIVELY,MOTHER HOR12 MULLION TYPE COULD BE CHOSEN. ODUCT RBVISBD_ MuwoN complying with thu PRoddu 1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32'+7Y+2'=100'.REFERENCING SHEET 22,THE COLUMN USING TRAPEZOWAUTRIANGULAR LOADING MAY BE EutIdInCoda .} USED.FROM TABLE 9A,SHEET 13,THE X 4°X.250'MULLION(S LENGTH-4Y,OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF+1-170.0 PSF WHIR EXCEEDS THE I cc No ySy REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. P i.4® SEE SH�e 2)USE TABLE 98 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY Ap{D CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE S' j Det16 cpn " 23 WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE T,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X6 ANGLE CLFS WITH 1 R tS°P�%cO (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. `� ,�� •••., /(� �� tt •�� 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 9B FOR THE U-CLIP SHOWS THE ANCHORCAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE No.58705 PENHO WIDTHFOR VERTICAL MULL ANCHOR TYPE ISA#12 STEEL SCREW. FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: ' 0-04.7 PSF FROM THE VERTICAL MULLION; 5. �0 I3 : �` +/-170.0 PSF FROM IME 38'HORIZONTAL MULLION ATTACHING TO CMU; Q••. STATE O Al •• ••• • • 4-170e P OAI THE 38'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). i '•.,1-(O A l • • ••• • TQE L T�SIGN PRESSURE IS+-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. �i ss RIO •''G\`�� •• •: : : :pvl�� T DESI t))PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION '��; ' r EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALfMANGULAR LOADING: PW Pw o PW I a 1 �Y I SHDz SHM SHIDH !211 I PPW Z ¢ 1 I /I /Y j ===Zl Ei I LU a LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL.OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / / I LU 1 DOOR � I 860 ZPIN U 4 LOADING OF VERTICAL MULLION N O LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Z / PW _ Pw / / I PW N C7 0mo f I ]�N p I I I SHlDH SHfDH SMH O O A aw LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION FW PW HR I I 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 1 MULLION F HINGED j DOOR PW PW I NOTES: ODDLTRBV158D I s complying milli Lha Florida 1 1)DRAWWGS ARE 1�L+'3Cad4 1 RERESENTATIONS OF TYPICAL c os No +D . 1 PW CONFIGURATIONS. / / CONFIGURATIONS NOT SHOWN I MAY BE EXTRAPOLATED FROM y Do / I�I THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT BE DETERMINED,USEPIN Q•' F I RECTANGULAR LOADING. ' PW I No.58705 3)SEE PRODUCTS!APPROVAL FOR = I / ACTUAL ANCHOR LOCATIONS. c. --- LOADINO OF VERTICAL MULLION LOADING TI VERTICAL.MULLION / o l3 �� PANEL OF HINGED DOOR 18 NOT CAPNI %ORf�'�10I0•WTTWIME�SE+jl'INGONTAL MULLIONS I v--'' / j �ds ••�` Oma'., $TATE O (v • • i•• • • s • • 1 SGD s''•�ORIDA,.' • •• •• • • • • • • AL • • • • • • • • • I rr+r1Tli�0 •w 000 •• • • • !• ; LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN MILLER,P.E. MULLION MULLION FL P.E.$58705 ��P d 914 SUBSTANTIAL IMPROVEMENT -_ OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW Property Address: , t 0 -1 �� ll�� 6-T Property Owner's Name: FR"Ice rpt 1810 Property Owner's Address: 1 i 0 -1 U C 10" S i ►�'1 I�r8Y1� J-(� , � 3X1.5 Property Owner's Phone Number: C�or' Nee LN Contractor's �^- Address: 2110110 LAM WS 0 """'1 Z300 d� I I A 4n —b-195 Contractor's Phone Number: Flood Zone BFE Lowest Floor Elevation (Excluding garage or carport) Check one of the following: [J I am attaching a State Certified Appraiser's report, valuing the structure at: kam not attaching a State Certified Appraiser's report and I accept the use of the valuation of my property that has been recorded by the County Property Appraiser's Office. SIGNATURES: y� Property Owner: a w �: Date: JL4 Contractor:t , Date: 1 Property Search Application- Miami-Dade County Page 1 of 1 n FF1 O ::.7 7HE P �'$ t. 1�l, i ,.. Summary Report Generated On:9/4/2014 Property Information k Folio: 11-2232-029-0050 / Property Address: 1107 NE 104 ST Owner H FRANK RUBIO *> Mailing Address 1107 NE 104 ST 3f. MIAMI SHORES,FL 33138-2657 Primary Zone 1100 SGL FAMILY-2301-2500 SQ , J Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Ar Living Units 1 Actual Area 2,755 Sq.Ft Living Area 1,815 Sq.Ft Adjusted Area 2,225 Sq.Ft Lot Size 9,750 Sq.Ft Taxable Value Information Year Built 1967 2014 2013 2012 Assessment Information County Year 2014 2013 2012 Exemption Value $50,000 $50,000 $50,000 Land Value $267,927 $243,639 $210,622 Taxable Value $168,083 $164,861 $161,270 Building Value $182,094 $183,562 $211,353 School Board XF Value $26,882 $27,130 $32,734 Exemption Value $25,000 $25,000 $25,000 Taxable Value $193,083 $189,861 $186,270 Market Value $476,903 $454,331 $454,709 City Assessed Value $218,083 $214,861 $211,270 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $168,083 $164,861 $161,270 Benefit Type 2014 2013 2012 Regional Save Our Homes Assessment Exemption Value 1 $50,000 $50,0001 $50,000 Cap Reduction $258,820 $239,470 $243,439 Taxable Value $168,083 $164,861 $161,270 Homestead Exemption $25,000 $25,000 $25,000 Second _T Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Short Legal Description 32 52 42 EVENINGSIDE PB 44-53 LOT 5 BLK 1 LOT SIZE 75.000 X 130 OR 10417-899 0679 6 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.govriinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 9/4/2014 SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR PrMrty.Address: SUBSTANTIAL IMPROVEMENT AFFIDAVIT t4E -1 De —� C trac or's Name POwner's Na e: WUbio Property Owner's Address: 1101 NE 104- ,51:8 5E T M(OtMl M 3,31a1 Property Owner's Phone Number: lbta 25:L– 41 �3 - I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return the structure at least to the"before damage"condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF IL COUNTY OF Before me this day personally appeared o , who, being duly sworn, de ose andZsa �celshe has read, understands, and agr es to comply with all the afore condi ' Property Owner's Signature Sworn to and subscribed before me this A day of U , 2GLI--( -, Notary Public State of z- r, My commission expires SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR Property Address: SUBSTANTIAL IMPROVEMENT AFFIDAVIT - 1 l 0 :) K3E ib Ll 5 T- Contractor's Name: Lxm F- Defix ftl fl2n& st-�tots 4yr-- Contractor's Com any Name: Contractor's Address: Contractor's Phone Number: �,� '33, 1 Contractor's State Registration or Certification Number: Contractor's We Registration Number(if applicable): I hereby attest that I, or a member of my staff, personally inspected the subject property and produced the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of Work,will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF COUNTY OF_nf1t�E Before me this day personally appeared , who, being duly sworn, deposes and says that he/she has read, undo rstands, and agrees to complywith all the aforem tioned,co2fitio C ntracto s Signature •••_ Sworn to and subscribed before me this day of -120 1 . Notary Pu 'c State of: 1 My commi ion expires: U l 1 ' i Application Cost Estimate of Reconstruction / Improvement Number Date Address This cost estimate of reconstruction/improvement must be prepared by and signed by the contractor or by the owner If the owner acts as the contractor. Owners who act as their own contractors must estimate their labor cost at the current market value for any work they Intend to perform. Sub-Contractor Bids Contractor or Owner Material Labor Costs Estimates Costs Bid Amounts (see note "D") 1. Masonry 2. Carpentry Material (rough) 3. Carpentry Labor(rough) 4. Roofing 5. Insulation and Weather-strip 6. Exterior Finish (stucco) 7. Doors, Windows & Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets(Built-in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical& Light Fixtures 16. Concrete 17. Built-in Appliances 18. HVAC 19. Paint 20. Demolition& Removal 21. Overhead & Profit r e �e u rs Miami Shores Village VE D 0 BuildingDepartment �ualCre 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 20� BUILDING Permit No.WS I q I D5 PERMIT APPLICATION Master Permit No. Permit Typ4- � BUIL_ DING - JOB ADDRESS: { I , PE City: Miami Shores County: Miami Dade Zip: 3__I Folio/Parcel#: u- 010132- D 3.,3- Dp 51) Is the Building Historically Designated: Yes NO Y---' Flood Zone: OWNER:Name(Fee Simple Titleholder): FRS H P44 Q 1 C> Phone#: 3C S 3(G _ 1 3i 3 Address: I_I D I OE 10,4 City: 1Yl lr'tYY1! 4Afj2j&ee7 State: f tx>(ZA-o 19 - Zip: Tenant/Lessee Name: 00 Phone#: Email: CONTRACTOR:Company Name:7Ttv`)ER-1 160 E,6E 1«GPhone#: !qfL(- $(, Address:Q(2 -1D Cl4MBE P� 88® City: State: Zip: Qualifier Name: 5 l 1:FAI f Phone#: qI-• 36-�F 4 State Certification or Registration Certificate of Competency#: Contact Phone#: AenaL lEmail Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit:$ f-0 L-j Square/Linear Footage of Work:_) 3 fj Type of Work: OAdditioner Alteration ONew ❑Repair/Replace ❑Demolition Description of Work: LIJ I Pow ocaa&u-�- 12 Color thru tile: Submittal Fee$5-)"PO Permit Fee$ o •� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee S Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$� 3 4 y Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property issuy bject attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio h occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appy ed and a reinspection fee will be charged. 9 Signature Signature Owner oEAsent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me thisTJ' day of Mu ,2014 ,by ee q S;-C"►'►"t day of W fit S i ,20 l°�,by tS��i c j A who is personally known to me or who has produced QL— who' ersonall known.t e or who has produced As identification and who did take an oath. as i ntification and who did take an oath. NOTARY PUBLI NOTARY PUB C: Sign: Sign Print: o Print: M My Commission Expire : My Commission Expi es: _. ":P ..... **ak***�kaa�k�k$+aNak�N�k�k�k�k�K�kH�N�akak 'k�k*�k'k �k�k�k�k kkkakakkkkkNa% kkkkkkakkkk%%�akA�AaNkakkakakkakkkkkkkkkk�kk�a9kkkA�kkkkHkakkkkk�k�kakakk APPROVED BY � 1, � Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) r Ata 014 LIMITED POWER OF ATTORNEY FY: o __•_. _ — - BE IT KNOWN, thaP" � ("Principal') has made and appointed, and by these presents does make and appoint THD At- Ho Services, Inc, d/b/a, The Home Depot At Home Services and/or its agent n � !��,e-vn true and lawful Attorney-in-Fact for him/her and in his/her name lace and stead for the following specific and limited oses P € y PmP only: To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole,specific and limited purpose taming a permit for home improvements on behalf of the homeowner(s) P—tAf�k t:3, and for the property located at: WJE %L-3,-A s-r �'1 i X11 S, (Z ; giving and granting said Attorney-in-Fact, full power and authority to do and perforin all and every act and thing whatsoever necessary to be done in and about the specific and limited premises (set out hereinabove)as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that said attorney shall lawfully do or cause to be done by virtue hereof. IN WIT�SS WHEREOF, I have hereunto set my hand and seal this 10 day of �� 1 _ ,20L1A . Signed,seal d de ' red in the presence of: Wi Pri al Wi s *01 STATE OF ) COUNTY OF ) I, Ctlolf, JI UJOLn4 a Notary Public in and for the State of Florida,do hereby certify that f-- 17 1 b ,who is either( )personally known to me, or( ) who provided �l�lD - Dc1m3 Li"kss-e as identification, appeared before me this day in person and acknowledged that he/she signed,sealed and delivered the said instrument as his/her free and voluntary authorized for the uses and purposes lierir`iti set forth. GIVEN under my hand and official sea, e�this, is day of otary Public My commission expires: V°`v;, DAVID S SILVERMAN • MY COMMISSION#FF086M Permit Authorization ,+,� � EXPIRES March 10,2018 5-20-08 (aM 39"IB3 ptorjdallotaryService.corn I