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Home My WebLink AboutREVISION 5-14-14F OFFICE USE ONLY: DATE FILED: �! REVISION FEE: PERMIT # RECEIPT # PLANNING &%bJPT SERVICrlcz- - BUILDING & CODE REGULATION DIVISIQl�J® 2300 VIRGINIA AVENUE �Y.. FORT PIERCE, FL 34982-5652 (772) 462-1553 a4t. 4,uc �.,� T APPLICATION FOR BUILDING PERMIT,ROV - Q 6 PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: .22 A ay$ 9,4 02 % �ySf .cJ /a I g 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: K COPYy. e a:i 4 00fk0L 4 3. 4. 5. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: .SG ! 2 ARCHITECT/ENGINEER INFORMATION: F11M STATE: FAX: FYI I/:r tl-m FAX: ay NAME: 3-0"a G� �5 ctJEG c ADDRESS: Sr2a A./ A- ✓ /� CITY: ' S?rl a tZ r STATE: Fe-- ZIP: 3 `f (p Z4' PHONE (DAYTIME): 7 7 7- 215 01,5I! FAX: SLCCC: 9/23/09 Revised 04/26/2010 THESE PLANS AND ALL PROPOSED WORK ARE SUDJECT TO AiW66RRECTIONS REQUIRV, BY MELD INSPECTORS THAT MAY lk-WEECESSAAY IN ORDER TO -i COMPLY -WITH ALL APPLICABLE CODES. 0/so ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLI REVIEWED BY 4—z40y— I)ATE-Q-TY PLANS D PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # 1 Lf ®l -- ©I .So Owners Name WA L I^F/Zdoo "'i Applicant: W L` dQQA) Product Open ngUe i n Pressures Pro uct Ra ed Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows O v O - b ✓h //yy II PCO I' A Cow u e, D, e . - i Zy Mullions - l_ -CL P D 0� Fixed Glass Block Glass Skylights Sliding Glass Doors SwingType Doors o IE (ri�l L 0 1/ ry '// r ( V coy✓ � �h- � m� � o �, - L �ej it, cow French Doors !S ,It.. / o o - ZOq OZ ✓ i II Lo I� "b. C.-VZ';d-yQ.'-N eonci Garage Doors -� Lo P 7-�r s Z - D S III rr l �r eve Hurricane Protection Roof Ventilation Roofing Material L — SVe,,,- I=t-12g4G, 4X3 ✓ I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistknce to .the wind loads and forces specified by current code provisions. Name: �pSL.3 �[ c_ Signature: s Design Prof: Cert. No. {�� q Date:�� 3 1 -MIAMI•Dy4®E ® MIAMI-DADE COUNTY 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) wiyw.iniamidside.gov/i)ci-a/ Clopay Building Products Company 8585 Duke Boulevard Kam. Mason, OR 45040 I Y x` P 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 he 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: Residential-2" EPS Classic Steel Sectional Garage Door up to 18'-2" Wide APPROVAL DOCUMENT: Drawing No. 103028, titled "M/N 4300/01/10; 4400/01; HDG/L; 6200/01/03", sheets 1 of 1, dated 04/02/2004, with revision 07 dated 01/06/2012, prepared by Clopay Building Products Company, signed aiid sealed by Scott Hamilton, 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: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the.performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has-been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA'sltall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-1228.01 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E: i NOA No. 12-0125.18 MIAMI-DADE COUNTY �l *P) Expiration Date: March 02, 2016 Approval Date: April 5, 2012 ® f Page 1 ,...,. .. I . ,-,... . __1 ,,.... .... . .......n.v.--. Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 103028, titled "M/N 4300/01/10; 4400/01; HDG/L; 6200/0.1/03", sheets 1 of 1, dated 04/02/2004, with revision 07 dated 01/06/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 04-0407.Of" 1. Test report of uniform static air pressure test per TAS 202 & forced entry resistance test per AAMA 101,on Sectional Garage Door (Insulated) prepared by Hurricane Engineering & Testing Inc., Report No. HETI-03-1358, dated 11/19/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Test report of large missile impact test per TAS 201 and cyclic wind pressure test per TAS 203, on Sectional Garage Door (Insulated) prepared by Hurricane Engineering & Testing Inc, Report No. HETI-03-1359, dated 11/ 19/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 3. Test report of tensile test per ASTM I.-8 on'Galvanize'd Steel Door Skin (Front -Edge) prepared by Hurricane Engineering &. Testing Inc, Report No. HETI-03-T084, dated 12/03/2003, signed and sealed by Rafael E. Droz-Seda P.E. C. CALCULATIONS: "Submitted under NOA # 04-0407.01" 1. Fastener Attachment Calculations prepared by Clopay Building Products Company, pages 1 and 2, dated 01/26/2005, signed and sealed by Mark Westerfield, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Departmelit of Permitting, Environment, and Regulatory,Affairs (PERA) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 05-0405.01" 1. Test report of salt spray test per ASTM B 117 on galvanized and painted steel panels, prepared by Twin City Testing Corporation, Report No. 30160-04-63365, dated 01/26/2005, signed and sealed by J. D. Lee P.E. 2. Test report of ignition properties test per ASTM D-1929 on type I EPS, prepared by Intertek Testing Service NA Inc, Report No. 3082959-500, dated 09/16/05, and signed by C. A. Penaloza. 3. Test report of surface burning characteristics per ASTM E-84 on Type I EPS prepared by Intertek Testing Service NA Inc, Report No. 3082960-500, dated 10/04/2005, and signed by J. Trevino. F. STATEMENTS 1. Statement letter of code conformance to 2007 and 2010 FBC, dated 01/19/2012, signed and scaled by Scott Hamilton, P.E. "Submitted under NOA # 10-1228 01 " 2. Statement letter of no financial interest, issued by Clopay Building Pro cts Company, dated 12/09/2010, signed and sealed by Scott Hamilton, P.E. 03 zgryoi2 Carlos M. Utrera,,P.E. 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B .6.91 ul ,O.bI Ol L ,E.2i 01 .- 9 .9,D1 Ol".D.6 s .c.B Dl .uu f .D,L Ol do SNOLIOM 30 N a90Q H ro 1 MAMhDADE 1 0 DEYAR'1'MEN7' OF PERMITTING, ENVIRON111FNT, AND REGULATORY AFFAIRS (PERA) BOA14D AND CODE ADMINiSTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) JELD-WEN hic. x E ,, 3737 Lakeport Blvd Klamath Falls, OR 97601 I ^n MiAMI-DADE COUNTY PROh)UCT CONTROL SECTION 11805 SW 26 Sh•ecl, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidadc env/ucra/ sCOPI?,: — — _ _ This NOA is being issued under the applicable rules and regulations governing file use of construction materials. "I he documentation submitted has been reviewed and accepted by Miami -Dade County I'ERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). This NOA shall not be valid after fit(,, 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: The Jeld-Wen Series "Un-Clipped" Single or .Double Aluminum Un-clipped Mullion APPROVAL DOCUMENT: Drawing No. JEND0023, titled "Un-clipped Aluminum Mullion" Sheets I through 8 of 8, prepared by Engineering Express 08/02/10 and last revised on 06-06-12, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. This Un-Clipped Mullion to be used with JELD-WEN windows products having current NOA(s) with calculated average tributary width and span pet, elevation sheets I & 2 and using Design Pressure charts per sheet 6 and 7. 2. Lower Design Pressure of the Un-clipped mullions and/or JELD-WEN windows products (under separate approval) shall control the entire assembly. 3. Un-clipped mullion typical intersection installations detail 3/4, 115 and 2/5 into wood fenestration products shall meet unclipped mullion end anchors, embedment, edge distance and OC spacing per sheet 6. LABELING: Each unit sliall bear a permanent label with the "manufacturer's name or logo, Bend, Oregon and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAI, of this NOA shall be considered after a renewal application has been filed and there has been no cliange 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 all endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08-1015.07 and consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq J. Chanda, P.E. NOA No 11-0107.10 MIAMI•DADECOUNTY Expiradon Date: June 21, 2017 w Approval Date: June 21, 2012 ;1�'` Page 1 1 JELD-WEN Inc. 1 NOTICE', O1? ACCEPTANCE: E;ViDi;NC.P; SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections 2. Drawing No. JEND0023, titled "Un-clipped Aluminum Mullion" Sheets 1 through 8 of 8, prepared by Enginccriug Express 08/02/10 and last revised on 06-06-12, signed and sealed by Frank 1, Bernardo, I'S', 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 1" Clipped Alum Mullion, prepared by National Certified Testing Lab, "Test Report No. NCTL-210-3729-1 originally issued on 05/04/11 and revised by an addendum letter dated 11/07/11 and marked -up drawings issued by NCTL, both signed and sealed by Jerard J. Ferrara, P.E. 2. Additional referenced test report per TAS 202-94, TAS 201 /23-94 of Single & Double Clipped Alum Mullion, prepared by National Certified Testing Lab, 'Pest Report No. NCTL-210-3491-2, originally issued on 12/03/07 and revisedd and re -issued on 02/27/09, signed and sealed by Jerard J. Ferrara, P.E. (submitted under file # 10-1115.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and 2010, prepared by Engineering Express, dated 01/03/11, 01/10/12, 05/02/12 and last revised on 06/06/12, signed and sealed by Frank L. Bennardo, Y.E. D. QUALITY ASSURANCE ' l . Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS I. Statement letter of conformance to FBC 2010, prepared by Engineering Express, dated 05/01/12, signed and sealed by Frank L. Bernardo, P.E. 2. Statement letter of conformance to FBC 2007, prepared by Engineering Express, dated 01/03/11, signed and sealed by Frank L. Beiwardo, P.E. 3. Labicompliance as part of the above referenced test reports, along with addendum letters cited above. ,G. OTHER 1. Referenced Test proposals # 07-3760 & #10-0646 approved by BCCO. t(74"�1, L.bi Is inq 1. Chanda, Y.C. Product Control Examiner NOA No 11-0107.10 Expiration Date: ,June 21, 2017 Approval Date: June 21, 2012 E - 1 UN -CLIPPED ALUMINUM MULLION LARGE AND SMALL MISSILE IMPACT RESISTANT ' { NOTE: MULLION DESIGNATIONS (MULLION 'A', MULLION 'B', MULLION 'C', MULLION 'D' AND MULLION 'E') PROVIDED IN DETAILS 3/1 AND 2/1 ARE PROVIDED ONLY TO ILLUSTRATE THE DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS. ALL MULLIONS SHOWN IN THE BELOW REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. FENESTRATION PRODUCTS SHALL BE FASTENED TO MULLIONS WITH A -MINIMUM OF #10.2.5- WOOD SCREWS, LOCATED 3" �— FROM ENDS AND SPACED 9" O.C. MAX, TYPICAL ALL MULLIONS —1 ` 142 j 1 FENE STRATION II 4 I� SEPARAPRODUCTE PER SEPARATE TRIBUTARY WIDTH APPROVAL, TYP. FOR MULLION "0' ES: •ENESTRATION PRODUCTS AND ANCHORAGE TO MULLIONS SHALL BE PER SEPARATE APPROVAL. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGPJ SCHEDULES. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 1.1 MULLI� rSPAN = Li 1.2. TRIBUTARY WIDTH = (Wl + W2) / 2 MULLIDN `B" 2.S.N SPAN = L2 RPPOsW"'PM�elth ll� 2.2. MULLION `C' TRIBUTARY WIDTH =(W3+W4)/2 FEW NIGNK CoAe BEM N6 2 1 Zo l i 3.1.—MQ[QON SPAN = L3 PIDM I\- O1A� 3.2. TRIBUTARY WIDTH = (W4 + W5) / 2 Dlhinl Dale 1?n;i",1 CuRfmL MULLION "D' 4.1. fp[LTON SPAN = L4 1 ` 4.2. TRITARY WIDTH = (W6 + W7) 5./ 2 B}_i.c.i,.,j�:lllau \� 1 M—qBU OU IION SPAN = LS 5 2 MULILIOINS 'ARY'� ID"CH,�D('WOR E'B�N2BE A SINGLE MULLION 1Q,OR DOUBLE MULLIONLO ;EE ALWAB E MULLION SPAN, TRIBUTARY WIDTH AND DESIGN PRESSURE PER SHEET 6 & 7. �1 WIFENESTRATIONTERSETING MULLIONS 1 N.T.S. EXTERIOR ELEV. 2. 4.3.1: 4.3.2. 4.4. 5. SEE( "W 3" �14 [ON "B", /MULL-10N "C' � r2 12 4 i --"\VS"-- FENESTRATION PRODUCT PER TRIBUTA�Y WIDTH _ NOTE: TRIBUTARY WIDTH\ SEPARATE FOR MULLION "B" FOR MULLION "C" NOT `APPROVAL, TYp. SHOWN FOR CLARITY =STRATION PRODUCTS UNDERNEATH TRANr4jSOM MAY BE UNLTMITEC, RODUCTS AND ANCCHORAGE TO MULLIONS SHALL BE PER SEPARATE IGN PRESSURES SHALL BE DETERMINED FROM DESIGN SCHEDULES. AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: (SPAN = Ll ,RY WIDTH = (WI + W 2) 12 1 SPAN - L2 .RY WIDTH - (W3 + W4) / 2 1 SPAN = L2 RY WIDTH ,= (W4 + WS) 2 '0', OR "C" CAN BE A SINGLE I•IULLION( , OR DOUBLE MULLION MULLION SPAN, TRIBUTARY WIDTH AND DESIGN PRESSURE PER 1 PRODUOCTSDWITH TRANSOM 1 N.T.S. EXTERIOR ELEV. I MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGN SCHEDULES DESIGN NOTES: POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BYOTHERS ON AJOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE SITE -SPECIFIC PIESSUIE REQUIREMEN SAS DETERMINED IN ACCORDANCE WITH ASCE 7110 AND CHAPTER 1609 OF THE 2010 FLORIDA BUILDING CODE SHALL BDE LESESIGS E POSITIVE OR NEGATIVE N PRESSUTHANOREEQUAL CAPACITYTOTH VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL _NOTES: I. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE REQQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, FOR USE WITHLN AIlD OUTSIDE THE HIGH VELOCITY HURRICANE ZONE• PER T AS 201 / 202 / 203 AND THE 2005 ALUMINUM DESIGN MANUAL. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEPI. WINO LOAD DURATION FA� OR Ctl�l 6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. ACCORDANCE�NTTH THE GTHE SYSTEM OVERNING CCDE. BASIS IN NOT PROVIDE IN ORf4AT10NDFOR AESPECIFIC S TIE. AFOR S[TE COtJDITIOPJ5 DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT -SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DEVIATIONS FROM THIS APPROVAL WITHIN THE HVHZ SHALL REQUIRE A ONE-TIME PRODUCT APPROVAL FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION. EX TF 'THE RUCT RE TO WITHSTAND SUPEY THE R MPOS DUACY OLOADS. PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. ALL FENESTRATION PRODUCTS TO BEE USED WITH THESE MULLIONS SHALL MEET ALLAPPLICABLE CODE REQUIREi TENTS, e.g. WIND LOAD RESISTANCE, AIR & WATER INFILTRATION, FORCED ENTRY, SAFEGUARDS, ETC. 7. PROVIDE (5) PINCHES MINIMUf4 PAST THE THREAD PLANE FOR ALL ANCHORS FASTENING FENESTRATION PRODUCTS TO THE ALUMINUM MULLIONS AS ILLUSTRATED HEREIN. ASSEMBLY SHALBL BE GOVERNED BY THEOILESSER ALLOWABLE HEREIN) OR OF THE FENESTRATION PRODUCTS (PDESIGNER SE ARATE SCHEDU APPROVAL). 9. TOP & BOTTOM UN -CLIPPED DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONED TIO S DICTATE. MULLIONS MAY MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTUREq$ RECOMMENDATIONS. 11. WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE' G=0.55 OR GREATER DENSITY. 12. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES ST I3CMULLLION, SHOWNrI EREINEA E LARGE MISSILE IMPACT RESISTANT. VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS. 14. MULLIONS SWN HEREIN MAY BE USED IN LARGE MISSILE IMPACT, SMALHOL MISSILE IMPACT, AND NON -IMPACT APPLICATIONS. IS. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. 1 jLLZU <WQL�,app Lm,S W �K I qj MULLION OR TE SUBSTRATE \�t 334 -'� FENESTRATION PRODUCT PE 12 3 c -_ 4 SEPARATE APPROVAL 4 a s%MULLION fi FENESTRATION PRODUCT PER SEPARATE APPROVAL NOTES: 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE MULLIONED TOGETHER AS SHOWN, PROVIDED THAT MULLION LIMITATIONS NOTED HEREIN ARE NOT EXCEEDED. 2. FENESTRATION PRODUCTS AND ANCHORAGE TO MULLIONS SHALL BE PER SEPARATE APPROVAL 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOW: 4.1. MULLION "A": 4.1.1. MULLION SPAN = LI 44.1.2. .2. MULLION "A" CAN BE A SINGLE h1ULLION)1Q, OR DOUBLE MULLION© S. SEE ALLOWABLE MULLION SPAN, TRIBUTARY WIDTH AND DESIGN PRESSURE PER SHEET 6 & 7. FENESTRATION PRODUCTS MULLIONED VERTICALLY Z N,T.S. r EXTERIOR ELEV. NOTE: MULLION DESIGNATIONS (MULLION'A', MULLION •B') PROVIDED IN DETAILS 1/2, 2/2 AND 3/2 ARE PROVIDED ONLY TO ILLUSTRATE THE DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS. ALL MULLIONS SHOWN IN THE BELOW REFERENCED DETAILS MAY BE ANY MULLIOYAPPROVED HEREIN. FENESTRATION PRODUCTS SHALL BE FASTENED TO MULLIONS WITH A MINIMUM OF VIOX2.5" WOOD SCREWS, LOCATED 3" FROM ENDS AND SPACED 9" O.C. MAX; TYPICAL ALL MULLIONS MULLION FENESTRATIOI PRODUCT PER SEPARATE OR IODUCT PER III, SEPARATE TRIBUTARY _ t NOTES: WIDTH i 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE .MULLIONED TOGETHER AS SHOWN, PROVIDED THAT LIMITTIONS NOD HEREIN ARE2. FEN SOTRATION PRODUCTS AND ANCHORAGE TOMULLIONS EXCEEDED. SHALL BE PER SEPARATE APPROVAL. 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DES:GN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOW: 4.1. MULLION A' 4.1.1. MULLION SPAN - LI 4.1.2. TRIBUTARY WIDTH - (WS + W2) 12 4.2. MULLION "A" CAN BE A SINGLE MULLION(1), OR DOUBLE MULLION© S. SEE ALLOWABLE MULLION SPAN, TRIBUTARY WIDTH AND DESIGN PRESSURE PER SHEET 6 & 7. FENESTRATION PRODUCTS QMULLIONED HORIZONTALLY 2 N.T.S. — EXTERIOR ELEV. ;��; •N A+�WANra1tIM ltt! rqw �1 2 Z- NOAI lN4w1 BJr � Lkre, TRIBUTARY WIDTH FENESTRATION PRODUCT PER \ SEPARATE F\ APPROVAL^ MULLION"'9`� . � • \`.` x - ,FENESTRATION 3 PRODUCT PER SEPARATE APPROVAL ^; MULLION "A• ,FENES7RATIOh1 PRODUCT PEP. SEPARATE APPROVAL "2,. NOTES: 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE MULLIONED TOGETHER AS SHOWN, PROVIDED THAT MIliLLION LIMITATIONS NOTED HEREIN ARE NOT EXCEEDED. 2. FENESTRATION PRODUCTS AND ANCHORAGE TO MULLIONS SHALT. BE PER SEPARATE APPROVAL. 3. ALLOWABLE DESIGN PRESSURES SI IALL DE DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOW: 4.1. h1ULLlON "A": 4.1.1. MULLION SPAN = LI 4.1.2. TRIBUTARY WIDTH = (Wl + W2) / 2 4.2. MULLION "B 4.2.1. MULLION SPAN = L2 4.2.2. TRIBUTARY WIDTH = (W3 + W'4) / 2 4.3. MULLION "A" OR "B" CAN BE A SINGLE MULLION(T_% OR DOUBLE MULUON('2l. S. SEE ALLOWABLE MULLION SPAN, TRIBUTARY WIDTH AND DESIGN PRESSURE PER SHEET 6 & 7. FENESTRATION PRODUCTS WITH VERTICAL & HORIZONTAL.MULLIONS Zlj N.T.S. EXTERIOR ELEV. 0 10-] W N-0023 0 A 0.348" }-7 0.697" - m 0.213" 0.213" N c c vi vi Ix = 1.0 Tin 4 S= 556 Tin 4 Sx = 1.05 in^4 Sx = 2.06 in^4 E = 1.0Sx10^7 psi E = 1.D1x10^7 psi 0.500"�� 1.000^j SINGLE . DOUBLE _MULLION -, MULLION Y.T.S. 6063-T6 ALUM N.T.S. 6063-T6 ALUh! 0.219" J � � t-2.a7s•- —�} SINGLE MULLION r,`�_INTERIOR COVER N.T.S. WOOC r 0.406" _`{ l DOUBLE MULLION `5 INTERIOR COVER WOOD }-1.132"-� SINGLE MULLION EXTERIOR COVER N.T.S. 6063-TS ALUM DOUBLE MULLION n EXTERIOR COVER O N.T.S. 6063-TS ALUM INTERIOR FRAN L., , RDE00465 c FENESTRATION \ S IN'f ER10R 2 6 BE FA TENED TO"b F MULLION WITH A MINIMUM OF Ij �� #3Ox2.5• WOOD I I Lf7l I I FENESTRATION PRCOUCS CmP SCREWS LOCATED I I �I I I FENESTRATION PRODUCT' N'lSPA ENDS PER SEPARATE. APPROVAL. PER SEPARATE APPROVAL In !1A ANo spacFn o^ FENESTRATION �� PRODUCT PER I fg11�lI� SEPARATE j -FENESTRATION W (n w -� O APPROVAL L PRODUCT PER W W SEPARATE APPROVAL I Z,UE j :i FENESTRATION PRODUCT __ --FENESTRATION u��( y m Z. a , ' I SHALL BE FASTENED TO --- 1 PRODUCT SHALL �" N O - 3 V z MULLION WITH A l BE FASTENED w W MINIMUM OF #IOx2.5^ TO MULLION N ►� 3 $ WOOD SCREWS, LOCATED r—� WITH A C= 3" FROM ENDS AND MINIMUM OF SPACED 9" O.C. MAX _ 9IOx2.5" WOOD 4r --- SCREWS, _ LOCATED 3• 5 IL FROM ENDS AND �, l SPACED 3" O.C. _ , MAX EXTERIOR i� `!� EXTERIOR �1 TYPICAL SINGLE MULLION Z TYPICAL DOUBLE MULLION HORIZ SECTION p ,p m 0¢ G 1'-0" HOP.IZ s=N _crtc� e a '^ g G � a =s� S0Z ZQ� Egg 'FF FENESTRATION E FASTENED ENTO FENESTRATION PRODUCT -� ¢ SHALL BE FASTENED TO PER SEPARATE APPROVAL Y LL w O 2 MU WITH A FEIJESTP.ATI CN PRODUCT -, w w w V 0 MINIMUM OF #lOx2.5" SHALL OF FASTENED TO ir1n Q a f ¢ \V000 SCREWS, a_, MULLION 'KITH A p•'1 7LOCATEC 3• FROM ENDS FENESTRATION PRODUCT MINIMUM OF #lOx2.5" �.�,„, '" '� U,AND SPACED 9" O.C. MAX PER SEPARATE APPROVAL VlOCDSCP.EVlS---. g LOCATED 3" fR(SM ENDS y 0 g AND SPACED 9" O.C. ; I?,Y, _ \Y1 I� apt I K�Al�lala'i (j - J -_� NlWdred� l_. 1 I ia- �— —_ F%MWCodlegniH 16� �2M4nfOwte►D4efCehW C8� ay �sL "A s t - - .. - - -- 6) RERIOR INTERIOR II EXTERIOR INTERIOR FENESTRATION PRODUCT JWN-0023 PER SEPARATE APPROVAL -FENESTRATION PRODUCT 10- 10- 03 .,� AND ANCHORAGE TO MULLION PER SEPARATE PAGe DeSCYlIP710N: APPROVAL TYPICAL SINGLE MULLION r4%\ TYPICAL DOUBLE MULLION 3 6 = I., VERT SECRCN - �- 3 6 = 1'-O" VERT SECTION 0 J (2) ANCHORS PER AN SCHEDULE ON SHEE 6, EACH SIDE - OF MULLION THROUGH NAILING FIN INTO EXISTING WOOD HOST STRUCTURE BEYOND (G=C.55 MIN.). I® 1— ON CENTER SPACING & EDGE DISTANCE PER ANCHOR SCHEDULE, TYPICAL MINIMUM EMBEDMENT PER ANCHOR SCHEDULE, , TYPICAL i� % . I ANCHORS PER ANCHOR SCHEDULE CLUSTER OF ANCHORS EACH SIDE OF MULLION _ FENESTRATION THROUGH FENESTRATION PRODUCT FRAME INTO PRODUCT PER \ SEPARATE APPROVAL HOST STRUCTURE. SEE ANCHOR SCHEDULE ON SHEET 6 FOR MINIMUM SEE SHEET 8 FOR NUMBER OF ANCHORS MINIMUM FASTENERS EACH SIDE OF MULLION, REQUIRED FOR EDGE DISTANCE, EMBEDMENT, AND SPACING - CONSTRUCTION, TYCORNEp .� EXISTING HOST STRUCTURE ON CENTER SPACING & EDGE DISTANCE PER ANCHOR SCHEDULE, TYPICAL MINIMUM EMBEDMENT ANCHOR SCHEDULE, TYPICAL 1/4" MAX SHIM _ —1- FENESTRATION / PRODUCT PER SEPARATE APPROVAL FENESTRATION PRODUCT' SHALL BE FASTENED TO MULLION WITH q MINIMUM OF IlOz2.5• WOOD SCREWS, LOCATED 3' FROM ENDS AND SPACEC 9. O.C. MAX, TYP. . (4) ANCHORS SHOWN HERE. / 1 2 _ ALUMINUM MULLION J TYPICAL THRU FRAME ANCHORAGE EXTERIOR ELEV ' NOTE: FOR REMAINDER OF REQUIRED FENESTRATION PRODUCT ANCHORS, SEE SEPARATE APPROVAL FOR FENESTRATION PRODUCT. I CLUSTER OF ANCHORS 2" MAX -I }---2" MAX — ANCHORS PER ANCHOR SCHEDULE CLUSTER OF ANCHORS EACH SIDE OF MULLION THROUGH FENESTRATION PRODUCT FRAME INTO HOST STRUCTURE. SEE ANCHOR SCHEDULE ON SHEET 6 FOR MINIMUM NUMBER OF ANCHORS EACH SIDE OF MULLION, EDGE DISTANCE, EMBEDMENT, AND SPACING. (4) ANCHORS SHOWN HERE. f -- ------ _ __ EACH SIDE OF MULLION 1'-ON CENTER SPACING & EDGE DISTANCE (2) ANCHORS PER THROUGH FENESTRATION / PER ANCHOR SCHEDULE, TY-ICAL AANCHOR SCHEDULE ON PRODUCT FRAME INTO f �\ -� -• •-- - ADJACENT FENE T -- CO-) 2°-4 £ FENESTRATION \ PRODUCT PER SEPARATE / FENESTRATION PRODUCT PRODUCT PER APPROVAL MIMI W r@9'�`'3}_ w-( / SEPARATE APPROVAL SEE SHEET B FOR MINIMUM FASTENERS -FENESTRATION PRODUCT SHALL BE FASTENED TO REQUIRED FOR CORNER MULLION WITH A MINIMUM OF •1 Ox2.5" WOOD SCREWS, CONSTRUCTION, TYP. LOCATED 3" FROM ENDS AND SPACED 9" O.C. MAX, TYP. 1 2 ALUMINUM MULLION �1 TYPICAL NAIL FIN ANCHORAGE 4 N.T.S. EXTERIOR ELEV S RT A ION PRODUCT. SEE ANCHOR WOOD FENESTRATION SCHEDULE ON SHEETS PRODUCT PER MINIMUM FOR MINIMUM NUMBER - �EPARATE APPROVAL THREAD OF ANCHORS EACH SIDE - _•PENETRATION OF MULLION, EDGE 3" MAX - — I DISTANCE, EMBEDMENT, 3" MAX = N AND SPACING. ED CLUSTER OF ANCHORS ANCHORS REQ NIRREE I I SILICONE EACH SIDE OF MULLION SEALANT I� THROUGH FENESTRATION PRODUCT FRAME INTO CONTINUOUS \ ADJACENT FENESTRATION ALUMINUM MULLION 1 2 / - PRODUCT. SEE ANCHOR SCHEDULE ON SHEET 6 FENESTRATION I FOR MINIMUM NUMBER PRODUCT SHALL BE OF ANCHORS. EACH SIDE FASTENED TO OF MULLION, EDGE �. f \, r DISTANCE, EMBEDMENT, MULLION WITH A _ AND SPACING. (5) MINIMUM OF 010x2.5"- - '--- \ yI ANCHORS REQUIRED WOOD SCREWS, �_ I ��\ \ HERE. LOCATED 3" FROM ENDS AND SPACED 9° ILL ___ __- FENESTRATION \ _ltt)flflt3� di ,951§-f �- - PRODUCT SHALL BE O.C. MAX, TYP. \ / FASTENED TO MULLION FENESTRATION FENESTRATION WITH A MINIMUM OF c PRODUCT PER PRODUCT PER R10x2.5- WOOD SEPARATE SEPARATE SCREVlS, LOCATED 3' APPROVAL APPROVAL FROM ENDS AND SPACED 9% O.C. MAX, ppmcd Ox cmnplyhlg NRllmi TYP. IlohV IWWIug ada ALUMINUM MULLION TERMINATING AT 1 2 ORY 'I. CONTINUOUS ALUMINUM MULLION NfiA1 µ 0 TYPICAL MULLION INTERSECTION �' 2} N.T.S. EXTERIOR ELEV g's gig: m pgp55 fiIxx! S SI 10-]WN-0023 C USTER OF ANCHORS EACH SIDE OF MULLION THROUGH FENESTRATION PRODUCT FRAME INTO ADJACENT FENESTRATION PRODUCT. SEE ANCHOR SCHEDULE ON SHEET 6 FOR MINIMUM NUMBER OFANCHORS EACH SIDE OF MULLION, EDGE DISTANCE, EMBEDMENT, AND SPACING.(S)ANCHORS REQUIRED HERE. FENESTRATION FENESTRATION PRODUCT SHALL BE PRODUCT PER FASTENED TO SEPARATE MULLION WITH A APPROVAL IINLIUM OF 910.2.5" WOOD SCREWS, LOCATED 3" FROM :MDS AND SPACED 9"\�_.� O.C. MAX, TYP. \� WOOD FENESTRATION PRODUCT PER SEPARATE - APPROVAL MINIMUM THREAD PENETRATION i- LUMRWMUM 1I1%l01, TETAT C SILICON[ONTINUCUS - SEALANT LUMINUM MULLION MAX �L CLUSTER OF ANCHORS EACH SIDE OF MULLION THROUGH FENESTRATION PRODUCT FRAME INTO ADJACENT ALUMINUM MULLION FENESTRATION FENESTRATION PRODUCT. SEE ANCHOR SCHEDULE ON TERMINATING AT PRODUCT SHALL �t SHEET 6 FOR MINIMUM NUMBER OF ANCHORS EACH BE FASTENED TO MULLION WITH A CONTINUOUS ALUMINUM ?� SIDE OF MULLION, EDGE DISTANCE, EMBEDMENT,_ MULLION MINIMUM OF 410x2.5" WOOD AND SPACING. (S) ANCHORS REQUIRED HERE. I 2AND SCREWS, LOCATED 3" FROM ENDS SPACED 9" O.C. MAX, TYP. FENESTRATION — - PRODUCTPER FENESTRATION ON CENTER SPACING & EDGE DISTANCE SEPARATE APPROVAL )LrJ.1SI Vj. aMIUML PRODUCT PER \ SEPARATE APPROVAL ' PER ANCHOR SCHEDULE, �f .' ON CENTER SPACING el EDGE DISTA^ICE TYPICAL \ PER ANCHOR SCHEDULE. 31MAI iI _ TYPICAL I ) \\ c S R[COftk I y I CONTINUOUS I Z ALUMINUM SEALANT MULLION ^Zz OO - .. f ON CENTER SPACING - W I & EDGE DISTANCE PER ANCHOR SCHEDULE, TYPICAL _ _ - — - \ \\\\/// _ _ I �f/1 J ~- a ON CENTER SPACIIIG & EDGE DISTANCE FENESTRATION �\\\ :;"�ISCI9LIT i�'I /fff(i/� PER ANCHOR SCHEDULE, PRODUCT PER \ SEPARATE FENESTRATION % / PRODUCT PER iti P:CAL / SEPARATE APPROVAL APPROVAL / FENESTRATION PRODUCT SHALL BE FASTENED TO MULLION WITH A LI 2 CLUSTER OF Ar1CHORS EACH SIDE OF MUJ LION THROUC,H FENESTRATION PRODUCT FRAME INTO ADJACENT MINIMUM OF 91Cx2.5" WOOD CENTER SPACING & SCREWS, LOCATE" 3" FROM ALUMINUM MULLION TERMINATING AT FENFSTPATION PRODUCT. SEE ANCHOR SCHEDULE ON SHEET 6 FOR MINIFIUM NUMBER OF ANCHORS EACH SIDE OF E EDGE DISTANCE PER AND SPACED 9" O.C. , TYP. AtJCH SCHEDULE, MAX,YP. MULLION, EDGE CONTINUOUS ALUMINUM DISTANCE, EMBEDMENT, AND SPACING. (5) ANCHORS MULLION REQUIRED HERE. TYPICAL TYPICAL I TYPICAL MULLION INTERSECTION ll-5 N.T.S. EXTERIOR ELEV (2) 914 WOOD SCREWS EACH SIDE OF MULLION W/ I MIN THREAD PENETRATION & 3/4" MIN EDGE DISTANCE TO G=0.55 MIN WOOD OR (2) Y." LAG SCREWS EACH SIDE OF MULLION W1 I4=" i-=-� IIaRu11111 11> ^ ON CENTER SPACING & MIN THREAD PENETRATION &'/" MIN EDGE EDGE DISTANCE PER DISTANCE TO G-0.55 MIN WOOD. ANCHOR SCHEDULE, TYPICAL \ \ ' FENESTRATION ! Imo- CLUSTER OF ANCHORS \�� f PRODUCT SHALL BE EACH SIDE OF MULLION INTERIOR FASTENED WITH TO I THROUGH FENESTRATION �jR` EXTERIOR MULLION WITH A PRODUCT FRAME INTO I [NIt4UM OF L10X2.5' �� ADJACENT FENESTRATION 'a' g WOOD SCREWS, --��Il 1111 111111111111 PProved M complyh. u'io /Ig FENESTRATION .PRODUCT. SEE ANCHOR i7w41�BMW1 Cale 4 LOCATED 3' FROM I ! SCHEDULE ON SHEET 6 dtr (. - ( L � - il)`� NO AND SPACED 9' PRODUCT PER FOR MINIMUM NUMBER NOA6 O.C. MAX, TYP. SEPARATE OF ANCHORS EACH SIDE Mi1w �! Coahol APPROVAL OF MULLION, EDGE }/, DISTANCE, EMBEDMENT, oy 1!.-(te..c� 1 , �x,N FENESTRATION: CONTINUO;—L".. AND SPACING. (S) PRODUCT PER ALUMINUM MULLI2 1-1/4" ANCHORS REQUIRED MINIMUM THREAD HERE. SEPARATE APPROVAL PENETRATION Q TYPICAL NAIL FIN ANCHORAGE K-2-'N TYPICAL MULLION INTERSECTION 5 rJ.r.s. N.T.S. EXTERIOR ELEV VERT SECTION l .4* 10-JWN-0023 �� ALL TRIBUTARY WIDTHS AS SHOWN SHALL BE PERPENDICULAR TO MULLION SPAN _ MULL(OT{.. SPAN /. MULLION,'-' MULLION MUILiON� t a= a F o- 0 -I a E I �/% Q 2 p / -71 9'.F - 0/ I of IIBUTARY I_TRIBUTARY� WIDTH T WIDTH TRIBUTARY WIDTH ALLOWABLE CONFIGURATIONS N-T.S. TRIBUTARY 1 WIDTH T DESIGN SCHEDULE: SINGLE AND DOUBLE MULLION MULLION TRIBUTARYNADTH SPAN 24" 39' I 36" i 42• 72-_ __ +65.0/-75.0 +fi50r-75.0 +es.0/.75.0 •e5.0/-75.0 +65.0/-75.0 ��;- ♦05.0/ 75.0 DESIGN SCHEDULE NOTES: 54' w +65.01-75.o •65.0/-75.D •65o/aso .eS.Or-75.o 1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE 48' •05.0/-75.0 •65of, 75.0 •05.0/-75.0 POSITIVE (+) AND NEGATIVE (-) DESIGN PRESSURES FOR USE WITH MULLION •fi5.01-75.0 •6501-75.0 •65.0/-75.0 •65.0 r-75.0 SYSTEM IN POUNDS PER SQUARE FOOT(PSF). 36' •65.0/-75.0 •65.0/-75.0 •65.0/-75.0 •65.0/.76D 2. FOR DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS, ♦65.0/-7S.0 465.0/-75.0 •65.0/.75.0 SEE ELEVATIONS ON SHEET I. 3. F7z,- J DENOTES CONDITIONS NOT APPROVED FOR USE. ppmvcd sa--pl3hg nigh Rn Fbdda 0.� Bdpl.g odds WOAD Ml.wlore e'�1.nd er �54.. • �G•,�t.j- ANCHOR SCHEDULE: ATTACHMENT TO EXISTING HOST STRUCTURE: THRU-FRAME ANCHORS (EACH SIDE OF MULLION) -ATTACHMENT TO EXISTING HOST STRUCTURE: • (2) W ITW CARBON STEEL TAPCONS PER CLUSTER W/ ly" MIN EMBED & 2Y2" MIN EDGE DISTANCE TO HOLLOW CONCRETE BLOCK OR 3192 PSI MIN CONCRETE; 3" SPACING BETWEEN CLUSTER ANCHORS. (4) Y" LAG SCREWS PER CLUSTER W/ 1%" MIN THREAD PENETRATION & );' MIN EDGE DISTANCE TO G=0.55 MIN WOOD; 2" SPACING BETWEEN CLUSTER ANCHORS. • (4) #14 WOOD SCREWS PER CLUSTER W/ IV2- MIN THREAD PENETRATION & 3-" MIN EDGE DISTANCE TO G=0.55 MIN WOOD; 2- SPACING BETWEEN CLUSTER ANCHORS. NAIL FIN ANCHORS: • (2) 914 WOOD SCREWS EACH SIDE OF MULLION W/ IV," MIN THREAD PENETRATION & EDGE DISTANCE TO G=0.55 MIN WOOD NAIL FIN SHALL BE 1=0.045" MIN THICK, 6063-75 MIN ALUMINUM. • (2) I/a LAG SCREWS EACH SIDE OF MULLION W/ 13s- MIN THREAD PENETRATION & ." MIN EDGE DISTANCE TO G=0.55 MIN WOOD NAIL FIN SHALL BE L=0.0-5" MIN --THICK, 6063-T5 MIN ALUMINUM. ATTACHMENT AT _ INTERSECTING MULLIONS: THRU-FRAME ANCHORS (EACH SIDE OF MULLION) -ATTACHMENT TO ADJACENT WOOD FENESTRATION PRODUCT (PER SEPARATE APPROVAL): • (5) REQUIRED W' LAG SCREWS PER CLUSTER W/ ly" MIN THREAD PENETRATION & Y," MIN EDGE DISTANCE TO G=0.55 MIN WOOD; 2" SPACING BETWEEN CLUSTER ANCHORS. • (5) REQUIRED 010 WOOD SCREWS PER CLUSTER W/ IV" MIN THREAD PENETRATION & V4" MIN EDGE DISTANCE TO G=0.55 MIN WOOD; 2"SPACING BETWEEN CLUSTER ANCHORS. I ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2. ENSURE MINIMUM 2-1/2' EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. 3. CONCRETE ANCHORS BE INSTALLED TO UN -CRACKED CO NLCRETE ONLY. . 4. WHERE ANCHORS FASTEN NARROW FACE OF STUD FRAMING ANCHOR SHALL BE LOCATED IN CENTER 3/4NEOGE DISTANCE) IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). S. WOOD HOST STRUCTURE SHALL BE 'SOUTHERN PINE' G=0.55 OR GREATER DENSITY. 6. ANCHOR REQUIREMENTS AS SHOWN HEREIN, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE, EXCLUDES STUCCO, FOAM, BR-CK, AND OTHER WALL FINISHES. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, SITE SPECIFIC DOCUMENTS SHALL BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECTDEVIA, WHICH DETAIL AN7. D JUA� MOBS HAVE BEEN DESIGNED ON FOR A MAXIMUM EFFECTIVE ECCENTRICITY OF 0.12S'. 0. WHERE NG STRUCTURE IS WOOD FRAMINGX XIISTING CONDIT[671S MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 9. PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANS=EP. LOADS TO THE EXISTING STRUCTU9P. 10-J W N-0023 WIDTH TRIBUTARY TRIBUTARY WIDTH TRIBUTARY TRIBUTARY TRIBUTARY "'RA'._-•••6,,r1 W[DTN WIDTH WIDTH - L TRIBUTARY�TRIBUTARY _ TRIBUTARY TRIBUTARY �•� f��•• "� I WIDTH WIDTH WIDTH WIDTH i� FF� z a zo 2z oa Z '•. r1�• . M i Oy 2 W=ap��': Lu UJ OF ! MULU.=.P NSPAN MULLIOy/�' hIULLIONi _MULLIONOV SPAN SPAN/ Y SDAN Spy %` I MULLION - - SPAN < a' �¢ a / oZ. / t 1_ a_ E� fN a3 I zl L E �3a a �pyo� zF�z zS Vy�IW TRIBUTARY I wlDm -i TRIBUTARY WIDTH �_-TRIBUTARY r i t E "win c • WIDTH WIDTH -- J_.TRIBUTARY I t TRIBUTARY --I S g3 WIDTH 'NIC. H � 4 w p Z mu `> MULLION ' • D, g —SPAN MSPAO / "'ULLISpA�/� -MUL 1N0 ! MULLIOf7{%f SPAN el Cz is rm .010 /0 Y �TRIBUTgRY I TRIBUTARY TRIBUTARY ---- WIDTH -Y-- WID00 TH WIpTI{ iRIBUTARY TRIBUTARYiRIOUTARV NOTE: CONFIGURATIONS SHOWN FOR ILLUSTPAT.VE PURPOSES. WIDTH WIDTH WIDTH c FOR ALLOWABLE 512ES AND SHAPES, SEE SEPARATE APPROVAL FOR INDIVIDUAL PDUCT. THE LOWER DESIGN PRESSURE OF EITHER mE FENESTRATIROON PRODUCT (PER SEPARATE APPROVAL) OR THE ]WN-0023 MULLION SHALL GOVERN FOR THE ENTIRE ASSEM3LY. PP+ v�d w CpiYt`8 eRhtCl lO- suLp3 ADDITIONAL ALL TRIBUTARY WIDTHS AS SHOWN SHALL out z 2 Pn�CPC....PTIpN 1 ALLOWABLE CONFIGURATIONS BE PERPENDICULAR TO MULLION SPAN ILTI.�i+t N.T.S. �` SEE DETAILS BELOW FOR MORE INFORMATION TYPICAL WOOD FRA?IE (G=0.36 MIN) OF FENESTRATION PRODUCT JAMBS FASTENED AT \ CORNERS W/ (3) #Bx2- / SCREWS PER CORNER -t #Bxl'SS ASSEMBLY SCREW IN EACH n...... CORNER OF EXTRUDED / FRAME CLADDING) ✓ INTERLOCKING 6063-T5 ALUMINUM EXTRUSION,C=O.OS" MIN THICK, CORNERS MITER CVT AND FASTENED WITH (1) #8x1• SS ASSEMBLY SCREW AND INTERNAL NYLON CORNER KEY CORNER ASSEMBLY W/ SCREWS TYPICAL CORNER ASSEMBLY_ CONSTRUCTION DETAiL TYPICAL WOOD FRAME (G=0.36 MIN) OF FENESTRATION UCT �\ JAMBS FASTENED AT CORNERS WITH (3) 16C;GAx7/32'x2' S-APlc5 PER CORNEA, \ � #8xl" SS ASSEMBLY SCREW IN EACH J n CORNER OF EXTRUDED FRAME CLADDING IINTERLOCKING 6063-T5 ALUMINUM EXTRUSION, t=0.05" MIN THICK, CORNERS MITER CUT AND I FASTENED WITH (1) #8x1' SS ASSEMBLY SCREW AND INTERNAL NYLON CORNER KEY -� CORNER ASSEMBLY W/STAPLES NOTE: EXTRUSIONS AND WOOD PROFILES OF FENESTRATION PRODUCT MAY VARY, PROVIDED THAT THE FENESTRATION PRODUCT USED WITH THIS MULLION SYSTEM HAS A CURRENT AND VALID PRODUCT APPROVAL, AND IS CONSTRUCTED WITH THE MATERIALS AND MINIMUM CORNER FASTNERS NOTED HEREIN. MINIMUM 1 CORNER FASTENERS N.T.S. 0 Fbdu 4r NOA. B!tn1 hie Ii.�q k 4t I. JPma�I= Lu XO Q� q «m�� is 2!mpl:, - alp k' WOO O�. 10-] W N-0023 SCALE: 03 PAGE DESCMPTION: B 0 da Building Code Online i• Florida Depaamentd' BUSines Professit, al Regulation NEI NMI kj'' s ; : • : • • a x c BCIS Home Log In User Registration ! Hot Topics ( Submit Surcharge I Stats & Facts ( Publications i FBC Staff BCIS Site Map C Links ;Search Product Approval FUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15210-R3 Application Type Editorial Change . Code Version 2010 Application Status Approved Comments Archived 0 Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440)969=9773 Ext16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer M Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. 2 Validation Checklist - Hardcopy Received http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QRCFPqu8gbCq... 5/14/2014 Florida'Building Code Online Er , Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL15210 R3 COI Certificate Of Indeoendence.odf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL15210 R3 Eauiv of STANDARDS.odf Method 1 Option D 05/02/2013 05/02/2013 05/07/2013 06/11/2013 Summary of Products FL # 11Model, Number or Name Description 15210.1 a. Smooth/Wood Grain/White 6'8 "Impact"' Opaque Fiberglass Single Door - Wood Grain/Rustic/Mahogany Inswing/Outswing (X - Configuration) Series O Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings, FL15210 R3 AE EVAL 15210.1.pdf any additionaluse limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15210.2 b. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Wood Grain/Rustic/Mahogany or Sidelites - Inswing/Outswing (OX or XO; OXO - Series O Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, FL15210 R3 AE EVAL 15210.2.1)df any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15210.3 c. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Double Door with or Wood Grain/Rustic/Mahogany without Sidelites - Inswing/Outswing (XX; OXXO - Series 0 Fiberglass Door Configurations) http://Www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI QRCFPqu8gbCq... 5/14/2014 y ME lastpro h< 5200 W. CENTURY BLVD. LOS ANGEL.ES, CA 90045 Smooth / Wd)od Graln / WhIte Wood Gish Rustic / Mahogany Serles 0 Rbergldss Dakar INSWING / OUTSWING "impAcr GENERAL NOTES 1 1. Thk product has been evaluated and Is In compliance with the 2010 Florida Budding Code (FBC) structural requirements including the "High Velocity Hunlcane Zone" (WHZ). - 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shalt be beyond wall dressing or stucco. 3. When used in the NVFIr this product complies with Section 1626 of the Florida Building Code and does not repine an impact resistant covering. 4. When used In areas outside of the "HVHP'requlr'ng wind bome debris protection this product compiles with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meats missne level "V and Includes Wind Ione 4 as defined in ASTM E 1996 and Section 1609.1.2A of the FBC. 5. For 2c stud constructlon, anchoring of these units shall be the some as that shown for 2x tuck masonry corntructlon. 6. Site conditions that deviate from the detaffs of this drawing requre further engineering analysis by a licensed engineerorreglsteledarchitect. 7. Outming conliigurallOM meet water infiltration regLftments for "HVW'. Al other configurations do not meet the water h11'rlhallon recta iremenls for the "HVHI" and must be Installed only in non-habrTable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sil is less than 45 degrees. TABLE OF COWENra SHWO DESCRIPWA! i des.gn pressures, z: germrn notes 2 ne et 3 Horizontal cmssseettan 4 Verf cd=%zecfl= 5 6bckdGtdft J Buck and fremeanC ng 8 compona= 9 U. of moleftIs 3T.5R MAX. OVERALL F FRAME WIDTH 0 M a: G.—, e O p m � m / : �R��c Dt E�5{CiN �'t�lilV��, �Jt'�11VE INSWING x +75.0 -75.0 82.00" 37.50" ourswlNG x +75.0 -75.0 81.13" v-- 11-1. < 1-1 1— — — vr.+un lnrswre nmc+fuuans L On. LFS 3 FL-15210.1 " n _L :r o 2r — 0.4' 0, DCTERIOR 0.4" - CAP (PVC) \ INTERIOR HINGE STTLE (LVL) LATCH STILE (LVL) HORIZONTAL CROSS SECTION 2 35.75" MAX O.A. WIDTH D j v 2 is (� g "O m m O SEE HARDWARE TABLE a SEE HARDWARETABLE pZ2 40 DOOR PANEL Ptlft CAP (PVC) RWIKSET KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (PE0) 75 SCHLAGE KNOB: 'P SERIES (FSI) DEADBOLT: 'B' SERMS (840/62) ± 75 PAPA" t LEVER: F138 SERIES DEADBOLT. FDTSERI" 75 HOPPE MULTI•POIMLOCK 3-POINT TONGUE } $Q W R F MULTI -POINT LOCK TRtmNIUM'J000" SERIES } 75 See sheets 5 and 6 for multi -point lock detalls. Ill 4 n � gaN TOP RAIL W a $ S \' d (COMP.) d uu�X 8R g v� g E8 0 �C ' pD ' •� o a o$ o d m i5 INTERIOR EXTERIOR a� FOAM CORE 0 & (POLYURETHANE- s' a I.? PCF MIN.) e' FIBERGLASS SKIN • ` (0.125 MtN. THK) g ' Ln Z BOTTOM PAD -� ' •' T (COMP.) �VERTTCAL CROSS SECTTONCROSS SECTION m m 0 z 02 16 12 1 m 3 Q r,r• N.T.S. wro. er: JK anc 9r: LFS C�°AWt!IL NUJ: FL-15210.1 0 BEET 2 Ci 9 0 B 4 �� C 0.15" . F+— CSMK .` L INTERIOR 7 40 a a. a L 11 a . 11 9 EXTERIOR • �1 HORIZONTAL CROSS SECTION Ouhwing shown - inswing EMS. (iYP.i o(so approved 1-11X' MIN. EMB. ITYP.I A G 2 1 C •e °' INTERIOR e 7 e EXTERIOR H •n 27 . E a 3 HORIZONTAL CROSS SECTION 3 Shawn w/ I X sub -buck 0.15' CSINK Tnrl 'D �11 INTERIOR \, EXTERIOR 5 i ti i ., x = a U i ° m' a oJiLLL O wa¢:02/16 12 sAM N.T.S. owc. BY: JR oax Br LFS FL-1g210.1 c �' srtn 3 cr _a 0.1 S C'SINI PP-) M z O A Ala 1-1/4 MW. EMB. (IYP.) 1 N o il`4 rp =0 r 2 q.W. r-^ N x Hu1�0iNa 2 y y N PROOl1CT: Ooo -t. Pr.p—d 01r. an COHWLTANM INC. PLASFPRO INC. � P.O. ad. 230 Vwhtow FL 376g6 If3 YY Phanw No.: 91J.Q39 O1B7 PART OR ASSEMBLY: Flo.ldw Bows w1 Pr"16=Wna Englm n C.Iuft t. Of thwrhwdo Nw. OOIJ VERTICAL CROSS SECTIONS Ly.dww F. xhmid% P.E. No. 43409 - N0 DATE ay CnMwULTAwrw INc. I I OVERALL HEIGHT HANDLE HEIGHT 1 a• e o 4 r-3.63' �S � m� •a �i N r 3 m ! _ E O 'C= O O y A 19 X X X JNC X X C C C C C C 43.09- --� a � r Y � r.1 �p Bw�owc corav�r Jam, I ro PLASTPRO INC. /l ��P.o. e.■ uo vwd asses cn P z MERBLASS DOOR Pnon. No.: etasse.e�er PART OR ASSEMBLY: F7 dd. B—d a.oa P.� .wl englm.,s Ca Matt. Or w:en�mB seta N NO GATE ay J—POINT LOCK OETAI S fZ z /G REVISIONS Lyndon F. SchmWt P.E. No. 4.11ae 2012 R.W. a....... CONu4LTANTJ Ivc. !' \ / � ■ �r r pyp-j I IF C� TYP. HEAD & .IAMBS MASONRY OPENING 2XBUCK-\ C. ADA SILL ONLY NLY SEE HINGE aDETAIL PP.) L 2X BUCK (; I X BUCK T11. HEAD MASONRY & OPENING JAMBS FRAME cL 0 2X BUCK SUCK ANCHORING STRIKEJAM11 CONCRETE ANCHOR NOTES FRAME ANCHORING 7. Substifullon of equal concrete anchors from C different supplier nay have different edge Masonry construction cWonce and center dW=ce requirements. Z Concrete anchor locations at the corners maybe adjusted to ffolintch the m1n, edge d1stance to mortar joints. Concrete anchor locatforls rioted as "ALAX ON CENTER" must be adjusted to mointaLn the min. edge distance to mortar joints, o&Iffonol concrete anchorsI X BUCK(H— may be mquYed to emwe the "MAX. ON Ce47W crimensbri am not exceeded. �T, 3. Concrete anchor table: 1110 2X BUCK L . ....... ... ... ....... ........ ... ............ ..... .......... . .............. . FQ , -W . . . . .. ....... . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . ...... ....................................... rTw 114" 2-1j2" 3" ELCO 114" 1-114- 4" ITW 1-114" 2-5/ir 2-1/4" ;1 [A DUCK 2X BUCK -68 Z( BUCK rH I X BUCK IXBUCK M 58 2X BUCK 27 �IF HINGE WAIL LATCH DEADOO(T DffA-- InsMng HINGEJAMA HINGE DETAIL Outsy4ng km rj LLJ I T-01 Llol rz (Am 02/16/72 sw-L' N.T.S. DwO. BY: JK CHK. Erf-, LFS DRAWDR; NO.: FL-15210.1 7 `� V i eT 1•lr . 0.937' OD 4-1 PLASTPRO 114C. C, 33595 QQQR ART OR FI-wo B..M f Prt .. h1 E.W— ASSEM C'Offk--t- OfAA� M. 9013 , NO, DATE BY COMPONENTS Z,,-,; ."2 � LYnOF. 101 2 R.W. U-01— No. 43409 r, �, � Mori ja Building Code Online 4 Florida Depaament Busines Professi naI Regulation BCIS Home I Log In I User Registration ( Hot Topics f Submit Surcharge I Stats & Facts I Publications ( FBC Staff ( BCIS Site Map ( Links ; Search :Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12966-R3 Application Type Revision Code Version 2010 Application Status Approved Comments Archived U Product Manufacturer JM Metals (Innovative Distribution LLC) Address/Phone/Email 1505 Cox Road Cocoa, FL 32926 (321) 639-1537 tony@jmmetals.com Authorized Signature James L. Buckner P.E.@CBUCK Engineering jimmy@cbuckinc.net Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who James L. Bucker, P.E.@ CBUCK Engineering developed the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2016 Validated By Steven M. Urich, PE 11 Validation Checklist - Hardcopy Received Certificate of Independence FL12966 R3 COI CertOfIndeo.pdf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgv4i95 T%2bUQFrJ)VD6Jh6e%... 5/14/2014 Florida Building Code Online - UL1897 2004 • UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL12966 R3 Equiv Test Standard Equiv.pdf Method 1 Option D 04/24/2012 04/25/2012 05/01/2012 06/11/2012 Summary of Products FL # Model, Number or Description Name 12966.1 11 01 - "JM Nailstrip" Fastener Strip Roof Panel - 0.032" Aluminum, 12" Width, Attached to 15/32" Plywood Deck w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FL12966 R3 II 01 Nailstrip Alum WoodDeck EVALREPORT.Ddf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-69.25 Evaluation Reports Other: Refer to Evaluation Report for FL12966 R3 AE 01 Nailstrip Alum WoodDeck EVALREPORT.odf Created by Independent Third Party: Yes Limitations and Conditions of Use. Refer to manufacturers installation instructions as a supplemental guide. 12966.2 02 - "JM Nailstrip" Fastener Strip Roof Panel - 26 Gauge Steel, 16" Width, Attached to r15/32" Plywood Deck w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FL12966 R3 II 02 Nailstrip Steel WoodDeck EVALREPORT.Pdf Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-121.75 Evaluation Reports Other: Refer to Evaluation Report for FL12966 R3 AE 02 Nailstrip Steel WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes Limitations and Conditions of Use. Refer to manufacturers installation instructions as a supplemental guide. 12966.3 03 - "JM 1.75 Snap -Lock" Snap -Lock Roof Panel - 0.032" Aluminum, 18" Width, Attached to 15/32" Plywood Deck w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FL12966 R3 II 03 1.75SnapLock Alum WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-91.75 Evaluation Reports Other: Refer to Evaluation Report for FL12966 R3 AE 03 1.75SnaoLock Alum WoodDeck EVALREPORT.pd Created by Independent Third Party: Yes Limitations and Conditions of Use. Refer to manufacturers installation instructions as a supplemental guide. 12966.4 04 - "JM 1.75 Snap -Lock" Snap -Lock Roof Panel - 24 Gauge Steel, 18" Width, Attached to 15/32" Plywood Deck w/Optional Rigid Insulation Limits of Use Installation Instructions I http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv4i95T%2bUQFrJWD6Jh6e%... 5/14/2014 Florida Building Code Online Approved for use in HVHZ: No FL12966 R3 II 04 1.75SnaoLock Steel WoodDeck EVALREPORT.odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-76.75 Evaluation Reports Other: Refer to Evaluation Report for FL12966 R3 AE 04 1.75SnaoLock Steel WoodDeck EVALREPORT.odf Created by Independent Third Party: Yes and Conditions of Use. Refer to ,Limitations manufacturers installation instructions as a supplemental guide. 12966.5 05 - "JM Rib" Lapped Roof Panel - 29 Gauge Steel, 36" Width, Attached to 15/32" Plywood Deck w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FL12966 R3 II 05 Rib Steel WoodDeck EVALREPORT.Ddf Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-69.25 Evaluation Reports Other: Refer to Evaluation Report for FL12966 R3 AE 05 Rib Steel WoodDeck EVALREPORT.odf Created by Independent Third Party: Yes Limitations and Conditions of Use. Refer to manufacturers installation instructions as a supplemental guide. 12966.6 11 06 - "JM 5V Crimp" 7777Plywood Lapped Roof Panel - 26 Gauge Steel, 24" Width, Attached to 15/32" Deck w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FL12966 R3 II 06 5V WoodDeck EVALREPORT.odf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E.#31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-114.25 Evaluation Reports Other: Refer to Evaluation Report for FL12966 R3 AE 06 5V WoodDeck EVALREPORT.odf Limitations and Conditions of Use. Refer to Created by Independent Third Party: Yes manufacturers installation instructions as a supplemental guide. 12966.7 07 - "JM 1.5 Standing Standing Seam Roof Panel - 24 Gauge Steel, 16" Width, Attached to Seam" 15/32" Plywood Deck with One -Piece Panel Clips w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FL12966 R3 II 07 1.5StandingSeam WoodDeck EVALREPORT.Ddf Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-159.25 Evaluation Reports Other: Refer to Evaluation Report for FL12966 R3 AE 07 1.5StandingSeam WoodDeck EVALREPORT.Ddf Created by Independent Third Party: Yes Limitations and Conditions of Use. Refer to manufacturers installation instructions as a supplemental guide. 12966.8 08 - "JM Nord man Tile" Lapped Roof Panel - 24 Gauge Steel, 41-1/4" Width, Attached to 15/32" Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL12966 R3 II 08 NordmanTileOn1-2WoodDeck EVALREPORT.odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-137 Evaluation Reports Other: Refer to Evaluation Report for FL12966 R3 AE 08 NordmanTileOn1-2WoodDeck EVALREPORT.odf Created by Independent Third Party: Yes and Conditions of Use. Refer to manufacturers installation instructions as ��Limitations a supplemental guide. 12966.9 09 - "JM Nord man Tile" Lapped Roof Panel - 24 Gauge Steel, 41-1/4" Width, Attached to 19/32" Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL12966 R3 II 09 Nord manTileOn5-8WoodDeck EVALREPORT Ddf Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-106 Evaluation Reports Other: Refer to Evaluation Report for FL12966 R3 AE 09 NordmanTileOn5-8WoodDeck EVALREPORT.odf Created by Independent Third Party: Yes Limitations and Conditions of Use. Refer to manufacturers installation instructions as a supplemental guide. http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv4i95T%2bUQFrJWD6Jh6e%... 5/14/2014 Florida Building Code Online — 4 R `I f % 12966.10 10 - "JM Nord man Tile" Lapped Roof Panel - 24 Gauge Steel, 41-1/4" Width, Attached to 22 Gauge Steel Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL12966 R3 II 10 Nord ma nTi leOnSteel Deck EVALREPORT.odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-120 Evaluation Reports Other: Refer to Evaluation Report for FL12966 R3 AE 10 Nord ma nTi leOn Steel Deck EVALREPORT.Ddf Created by Independent Third Party: Yes Limitations and Conditions of Use. Refer to manufacturers installation instructions as a supplemental guide. 12966.11 11 - JM Nordman Tile" 119/32" Lapped Roof Panel - 0.032" Aluminum, 41-1/4" Width, Attached to Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL12966 R3 II 11 NordmanTile AlumOn5- Approved for use outside HVHZ: Yes 8WoodDeck EVALREPORT.Ddf Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 Design Pressure: +N/A/-107 Created by Independent Third Party: Yes Other: Refer to Evaluation Report for Evaluation Reports Limitations and Conditions of Use. Refer to FL12966 R3 AE 11 NordmanTile AlumOn5- manufacturers installation instructions as 8WoodDeck EVALREPORT.odf a supplemental guide. Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: o IRMR:= 99 M �i:GtxriL ��t1~rilec .R http://www.floridabuilding. org/prlpi_app_dtl. aspx?param=wGEVXQwtDgv4i95T%2bUQFrJWD6Jh6e%... 5/14/2014 v, CBU'CK SpL=c1csltLj Sfiruct urc3l Eng1nL=er1nc) CBUCK, Inc. Certificate of Authorization a8064 Evaluation Report "JM 5V Crimp" Metal Roof Assembly Manufacturer: Innovative Distribution, LLC d/b/a JM Metals 1505 Cox Road Cocoa, Florida 32926 321.639.1537 for Florida Product Approval # FL 12966.6 R3 Florida Building Code 2010 Per Rule 9N-3 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: JM 5V Crimp Roof Panel Material: Steel Panel Thickness: 26 gauge Panel Width: 24" Support: Wood Deck Prepared by: James L. Buckner, P.E., S.E.C.B. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 12-132-5V-S9W=ER Date: 4/6/12 Contents: Evaluation Report Pages 1— 9 �L. Buckner P.E. James , SECB Florida P.E. 131242 CBUCK, Inc. � 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 `�� Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 12966.6-113 Date: 4/6/12 � � a Report NO.: 12-132-5V-S6W-ER CK Page 2 of 9 Speclatrtj structural Engineering CBUCK, Inc. Certificate of Authorization a8064 Manufacturer: JM Metals Product Name: JM 5V Crimp r Product Category: Roofing Product Sub -Category' Metal Roofing Compliance Method: State Product Approval Rule 9N-3.005 (1) (d) Product/System "JM 5V Crimp" Description: 26 gauge Steel roof panel mechanically attached to Plywood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Underlayment 4. Insulation (Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32 (min.) or greater plywood, • or Wood plank (min. specific gravity of 0.42) Slope: Minimum slope shall be in accordance with manufacturer's recommendations, FBC Section 1507.4.2 and applicable code sections. Performance: Wind Uplift Resistance: • Design Uplift Pressure: METHOD 1: - 85 PSF (Refer to "Table A" attachment details herein) METHOD 2:-114.25 PSF METHOD 3:-114.25 PSF FL th FL 12966.6-R3 Date: 4/6/12 Report No.: 12-132-5V-56W-ER Page 3 of 9 SpG=clalty Structural Engineering CBUCK, Inc. Certificate of Authorization a8064 Performance Standards: The product described herein has demonstrated compliance with: • U L580-06 —Test for Uplift Resistance of Roof Assemblies • UL 1897-04 — Uplift test for roof covering systems • TAS 125-03 —Standard Requirements for Metal Roofing Systems Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product assembly is equivalent with the prescribed standards in UL 580-06 & UL 1897-04 adopted by the Florida Building Code 2010. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 2010, Section 1504.3.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements Scope: of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 9N-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 9N-3.005. Per Rule 9N-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. • Option for application outside "Limitations and Conditions of Use" Rule 9N-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • Design of support system is outside the scope of•this report. • Fire Classification is outside the scope of Rule 9N-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) • This metal roof system was tested to transmit the roof loads directly to the building structural support deck. Quality Assurance: 'The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). r� FL #: FL 12966.6-R3 Date: 4/6/12 Report No.: 12-132-5V-S6W-ER Page 4 of 9 SpL=claltj r Structural Englnpprinq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Roof Panel: "JM 5V Crimp" (by Manufacturer): Material: Steel Thickness: 26 gauge, (min.) Panel Width: 24" (max.) Coverage Rib Height: 3/8" Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Fastener: Type: Hex -Head Wood Screw with WSW Size : #9 - 15 x 1" Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Adhesive/Seam Sealant: Product Name: Bostik Chem -Calk 915 Type: One component, polyurethane adhesive Application Size: 3/16" bead Application Location: along male flange the full length of panel underlaps (Refer to Table "A" and drawings Page 8) Components/Materials Underlayment: (by Others): Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5 Insulation (Optional): Type: Thickness: Properties: Density: Or Compressive Strength: Rigid Insulation Board 3" (max.) 2.25 pcf (Ibs/ft) min. 20 psi min. Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a minimum of 3/16". r �' FL #: FL 12966.6-R3 Date: 4/6/12 Report NO.: 12-132-5V-S6W-ER lam a Page 5 of 9 SPeclalhi Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: (Refer to drawings on Pages 6-7 of this report.) ■ Fastener spacing: Refer to Table "A" Below (along the length of the panel) • Row Spacing: Refer to Table "A" Below (along the row, across the panel profile) ■ Rib Interlock: Lapped ■ Minimum fastener penetration thru bottom of support, 3/16". • For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. Referenced Data: TABLE "A" METHOD 1: METHOD 2: METHOD 3: Design Pressure: - 85 PSF -114.25 PSF -114.25 PSF Fastener Spacing: 12" 12" 12" Row Spacing: 12" 12" 12" Fastener Location: Corrugation Peaks Corrugation Peaks Corrugation Valleys Adhesive: Not required Refer to Drawing Details 2A & 2B Not required Install the "JM 5V Crimp" roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 2010. The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. I. TAS 125-03 Uplift Test By Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527) Method 1: Report 0223-0307-01; Test Date: 03 / 05 / 01- 03 / 08 / 01 Method 2: Report 0223-0913-07; Report Date: 09 / 08 / 08 Method 3: Report 0223-0517-06; Test Date: 05 / 19 / 06 - 05 / 22 / 06 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) JM Metals, Licensee #: 344 , 3. Equivalency of Test Standard Certification By James L. Buckner, P.E.@ CBUCK Engineering (FBC Organization # ANE 1916) 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) e FL ##: FL 12966.E-R3 • Date: 4/6/12 Wit, Report No.: 12-132-5V-S6W-ER °tsre1nFPage 6 of 9 Speclalfti Structural Sncgineerinig C6UCK, Inc. Certificate of Authorization #8064 Installation Method JM Metals "JM 5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck Profile Drawings 24" Maximum Net Coverage c 00 i T ".DM 5V Crimp" Panel Typical Panel Profile View Q TABLE "A„ METHOD 1: METHOD 2: METHOD 3: Design Pressure: - 85 PSF - 114.25 PSF - 114.25 PSF Fastener Spacing: 12" 12" 12" Row Spacing: 12" 12" 12" Fastener Location: Corrugation Peaks Corrugation Peaks Corrugation Valleys Adhesive: Not required Refer to Drawing Details 2A & 2B Not required I FL #: FL 12966.6-R3 Date: 4/6/12 eReport No.: 12-132-5V-S6W-ER Page 7 of 9 SPLRcI 9lftj Structural EnginePfIP1C� CBUCK, Inc. Certificate of Authorization #8064 Installation Method JM Metals "JM SV.Crimp" (26 Gauge) Roof Panel Attached to Wood Deck 12" o.c. Typical Fastener Soacin4 Across Panel .Width #9-15 Hex -Head Screw with Weather Seal washer 3/16" min. penetration thru deck Spaced 17' o.c. across the Panel Detail 1A - Typical Assembly Profile View (METHOD 1) FactPnarc - -15/32" or greater Plywood, or Rigid Insulation - Wood plank Thickness 3" Maximum Detail 1B - Typical Assembly Isometric View (METHOD 1) FL #: FL 12966.6-R3 Date: 4/6/12 Li Ki -Report No.: 12-132-SV-S6W-ER i' t L �L� Page 8 of 9 SpeClalty Structural EnglnL=prinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method JM Metals "JM 5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck 12" o.c. Typical 3/16" Bead Bostick Adhesive along full length of male flange at panel underlaps Fastener SQacina Across Panel Width #9-15 Hex -Head Screw with Weather Seal washer 3/16" min. penetration thru deck Spaced 12" o.c. across the Panel Detail 2A - Typical Assembly Profile View (METHOD 2) Fasteners - #9 -15 Hex -Head Screws With "JM 5V-Crim0" Roof Panel EPDM Bonded Steel Washers Deck: -15/32" or greater Plywood, or Wood plank Optional: 3/16" bead Bostick adhesive J Rigid Insulation along panel underlaps Thickness 3" Maximum Detail 213 - Typical Assembly Isometric View (METHOD 2) FL #: FL 12966.6-R3 _ Date: 4/6/12 &� , Report NO.: 12-132 5V-S6W-ER Page 9 of 9 SpEPCIalhi Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method JM Metals IM 5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck 12" o.c. Typical Fastener Spacing Across Panel Width #9-15 Hex -Head Screw with Weather Seal washer 3/16" min. penetration thru deck Spaced 12" o.c. across the Panel r Detail 3A - Typical Assembly Profile View (METHOD 3) Factanpm - vNuui idi. -15/32" or greater Plywood, or Rigid Insulation - Wood plank Thickness 3" Maximum Detail 3B - Typical Assembly Isometric View (METHOD 3) a MIAMi-DADE MIAM1-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE-(NOA) i" v.miamidndc.eov/nera/ Trulite Window & Door Solutions, LLC 8130 NW 74'h Avenue Medley, FL 33166 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 Miaini-Dade County Product Conti -of 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. DESCRIPTIOM'Series "1500" Outswing Aluminum Projected Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-16, titled "Series-1500 Aluminum, Projected Wdw. (L.M.I.)" Sheets 1 through 6 of 6, dated 03/23/10 with revision A dated 12/23/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing tlie-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 endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT. The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the.manu facturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0506.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.12-0118.14 Expiration Date: September 08, 2015 Approval Date: March 15, 2012 Page 1 Trulite Window & Door Solutions, LLI' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, 2. Drawing No. W10-16, titled "Series-1500 Aluminum Projected Wdw. (L.M.I.)" Sheets 1 through 6 of 6, dated 03/23/10 with revision A dated 12/23/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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, TAS 202-94 along with markcd-up drawings and installation diagram of Series 1500 outswing aluminum projected window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6116, dated 02/04/10, signed and sealed by Jorge A. Causo, P.E. (Submitted under previous NOA# 10-0506.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 04/07/10 and updated on 01/04/12, prepared, signed and sealed by Javad Alunad, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vaneeva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 Ma el P roc, .E. Product Control xa finer NOA No. 12- 18.14 Expiration Date: September 08, 2015 Approval Date: March 15, 2012 E-1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated January 4, 2012, signed and sealed by J'avad Ahmad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dated 02/03/10. 3. Certificate of registration of name change from "Trulite Residential Windows, LLC" to "Trulite Window & Door Solutions, LLC" issued by State of Delaware on 10/28/11, signed by J.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11; signed by J.W. Bullock. 5. Florida Department of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Florida, dated 01/22/10. 6. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC. G. OTHERS 1. Notice of Acceptance No.-10-0506.01, issued to Arch Windows, LLC dba AWP for their Series "1500" Outswing Aluminum Projected Window— L.M.I., approved on 09/08/10 and expiring on 09/08/15. Manuel eril Product Control Ex NOA No. 12-14 Expiration Date: September 08, 2015 Approval Date: March 15, 2012 E-2 Y 3Iy2I2'- 500 ALUMINUM PROJECTED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE PROJECTED WINDOWS, ALSO COMBINATIONS OF PROJECTED/PROJECTED OR PROJECTED WITH OTHER WINDOW TYPES IN, -MODULES OF TWO OR MORE WINDOWS USING MIAMI—DARE COUNTY APPROVED MULLIGNS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN CN DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD. MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 8 1/2^ MAX. 7 1/2- VAX. t cT �} O--_- G__y4--_---__---_H__ b m J - /----++------------rr---\--- Nf II SURFACE APPUED FALSE MUNTINS-�� CPTIOWIL 42 1/4" O.L. OPG. 47 7/18" VENT WIDTH --- - - - TYPICAL ELEVATION TESTED UNITS THESE WINDOWS ARE RATED FOR LARGE. k SMALL WSSLLE IMPACT. SHUTTERS ARE NOT REQUIRED. FLUSH FRAME M - d z p# n c� �s a 0 < 0 ic0 _ as O'6ros rg lul o �aQ a a �m 4ffi 7M P0 aoz o LAMINATED GLASS IJ�` LARGE MISSILE IMPACT o fir' -"vAD 11110 ,�RODUCT RBVTSBDCIVIL "1 Il FIA. PE / 70542 .+ am4*6WileOle Fke'bCAN, SJ8 Building Cc&4$ 9 imUoe tw NZO12 'v! ePraduct drowing no. I sheet T ct Ij DESIGN LOAD CAPACITY - PSF BUCK DIMS. 5/18" DvERALL LAM. GLASS MOTH HEIGHT EXT.(+) INT.(-) 18-I/8' 25-1/2" 31" 32" 36" 41" 48" 25' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 00.0 90.0 90.0 90.0 90.0 18-1/8` 25-1/2- 31" 32" 41" 32` 90.0 90.o 90.0 90.0 9D.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 18-1/8" 25-1 /2" 32" 36" 41' 37-3/8` 90.0 90.0 90.0 - 90.0 90.0_ 90.0 90:0 90.0 SOLO 90.0 BOLO 90.0 IB-1/8' J1' 321 4a" BOLO 90.0 BOLO 90.0 90.0 90.0 90.0 90.0 BUCK DIMS - AN FRAM BUCK DIMS., i j FL4N . FRAM BUCK DIMS q FLUSH FRAM r�� ZIL n ; a� �a a jr 0 V 0 r j e1 04m°-° 2 H J-1nQ NN _1 Z v7 s <a • z. As :r: a m GASKET ,2 � 31i 4#FI01 �i nW•p C1A55 {{� NTERLAYER r71 BY 'SOLUTIA' UT STREN'D CUSS J LB GASKET _ 201SILICONEDOW CORNING 899 GE 2800 c c _ c a c _ � GLAZING D_F.Tp�, o 5/16' OVERALL LAM. CLASS Ee r. JAVAD NUMAO 1 9 PRODUCT REVISED "� •e o cm memuplyinBwith III* Rcdda rLA. PE )) 70592 HoildingCoda NOTE: CAN.:f53a Alicepl:ace No 12• D �• /S GLASS CAPACITIES ON THIS SHEET ARE ExLeon oak BASED ON ASTM E1300-04 (3 SEC. GUSTS) By - J;; AND FLORIDA BUILDING COMMISSION 11 201 ht1 doPro&ct drowingDECLARATORY STATEMENT DCA05-DEC-219 if111 0- sheet_2 of 6 ITEM PART No. QUANTITY DESCRIPTION MATERIAL REMARKS/MANUFACTURER 1 YE-1401 4 FIANCE FRAME 60413-T8 - 1.1 - 4 _ ALT. FIANCE FRAME 1A 2 YE-1552 4 FLUSH FRAME BOBS-T0 8063-TB - - YE-1402 4 VENT 3 7E-1403 AS READ. GLAZING STOP 6083-TB - 3A 4 YE-1410 YH-1412 AS REOD. 4 ALTERNATE GLAZING STOP SNUBBER ANGLE, 8" FROM EA END 6063-TB - 6053-16 .625 x .750 x 2.250 x A25" S YH-624 AS REOD. GLAZING CASKET VINYL Q. YH-1.409 AS REOD. FRAME WEATHERSDOP VINYL SULLNAW 7 YH-1423 AS RE00. VENT WFATHERSTPoP -HINGE NNYL 'SULLIVAW 8 1858/31882 2/VENT TWO BAR ASSY, AT FA JAMB STEEL TRUTH' 6' FROM BOTTOM EA. JAMB, 'TRUT}F 9 YH-1420 2 FACE MOUNT LOCK CAST Z 10 CS-400-55 2/VENT KEEPER, AT FRAME JAMBS FACING LOCK S. STEEL 8" FROM BOTTOM EA. JAMB. 'SULLIVAN' 11 12 81.0O.XX.011 YH-1405 I 4/VENT VENT OPERATOR (MODEL 'MAXW' AWNING) VENT CORNER KEY ' CAST ZINC AT CENTER Oi FRAME BQROM, TRUTH' ZINC CAST, 'DECO' 13 YH-1411 4/FRAME FRAME CORNER KEY --- ALUMINUM 7/8 x 2 x 1/8 x 2" LONG 14 YH-1460 4/FRAME FRAME CORNER KEY ALUMINUM 2-1/4 x 2-1/4 x l-5/32 IS TF-10 18 VENT & FRAME ASSEMBLY SCREW As x I PH. P.N. SV9 - _ 18 YE-377--i 2/LOCK _ I FACE MOUNT LOCK RETAINER CLIi+ 6083-70 ---- - - 17 - 3/AlIGLE - SNUBBER ANGLE ASSEMBLY SCREW - Ae x I/2" PH. F.H. SMS. A8 x 1/2' PH. F.H. SMS. x 1/2' 6 TWO R HINGE ASSEMBLY SCREW - 19 -- 2/LOCK -LA FACE MOUNT LOCK ASSY. SCREW 20 - 4/KEEPER _1/2' KEEPER ASSEMBLY SCREW S. STEEL (2) A10 x 3/8' PH. T.H. SM1S_- PH. F.M. MS. J � I TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY WOOD BUCK v `d .y •v , t . . e O 0 o i t - _CAL ANCHORS SEE ELEV. ^ FOR SPACING TYPICAL ANCHORS - SEE ELEVS. METAL FOR SPACING STRUCTURE u -_ MIAMI-DARE COUNTY APPROVED'' MULLION & MULLION ANCHORS SEE SEPARATE NOACL PP I t Q i 0 tL O N � � V�.y ? M O _ 0 0,11 TYPICAL ANCHORS TYPICAL ANCHORS Q 3 4t SEE ELEV. ._SEE FOR SPACING EV../ FOR SPACING Iaa LL 2 N f Q7W�iR TYPICAL A �- W000 BUCKS AND METAL STRUCTURE NOT BY TRULITE MUST SUSTAIN LOADS IMPOSED 1YCHORS: SEE ELEV. FOR SPAcuNG 'IN!' BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 /a" DNA. WOO 9Y (Fw-120 KSI, Fy-t12 KSI) 'clrn' 1/4" Dln. u TRnCnnl av (Fu=I77 KSI, Fy=195 (51) 2BY WOOD INTO BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD t� THRU 1BY BUCKS INTO CONC. OR MASONRY `D aU3 1-1 4" MIN. EMBED INTO CONC. OR MASONRY - DIRECTLY INTO CONC. OR MASONRY a q g ^ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ; m 414 SMS OR SELF DRILLING SCREWS (GRACE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ t o� o .090") INTO METAL STRUCTURES L�5 ©u STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) _ ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) r rfPICAL FDGrDISTANCE 13 INTO CONCRETE AND MASONRY - 2-1 /2" MIN. g INTO WOOD STRUCTURE - i" MIN. INTO METAL STRUCTURE = 3/4" MIN. n CONCRETE AT HEAD. SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. 'v SEALANTS: ,, - = ALL JOINTS AND FRAME CONNECTIONS SEALED WITH -Q °c L r SILICONE OR ACRYLIC SEALANT. -- - _-� Env.JAM AHMAD CNIL ¢: 92 PRODUCT REVISED = complying with the FWde AmIlding Code 10 TJ •p 1, •mac u.t�S7e Accept. a� Inn Ible r5 >� 2012 BY _ Mi ado � Fdw-� 6 of 8 tJ O y O y�� g p AO 1 ---� 1� I [! N N 1 O O x ?V p1 I I1I}/ A xi Yj m A DZN 1 �oMo i• I I (I � V1 _ 2 and C z > y z t1 OS A O Z O Lr U i N c N O N ae�� g� V< zE o. xdc W03!�•('_23-!1' 0 I revisions: vis0ionas� o esenp ion _ c�Ec_1500 ALUMINUM FRWECFED WDW. (LM.I.) AL-FAROOQ CORPORATION A 12Z.11 MAW MMSEJ7 JLjjE iND0Yk DOOR 501URONSLL/ I i23sS 87 AVE OVcr bEvewsT+EHr 8130 N.W. 74TH AVE. m1AM4 F7 ORIDA 33174 `.. p] oII1 MEDLEY, FL. 33166 T*� (30s1 se,bu100 FAX. tsosr 2e2a97e 887-2646 FM (305) Btl5-1J09 GOIdP�MIL W10-16AY1P r A 4.. • r V y I.. . 4' �S 9rpAz S N 1/4' UAX. VENT HEIGHT D.L. OFG. EXTERIOR ii m 7 ��• a�� •m �uZ� • .4 f. .' • L � a o n 0 a SCREEN O m •" C A N 'On • 0 p 1 /4' MAX. sNoi 1 • �' `'• g SiiDA' .m >t C� T) r m 1/4' MAX. SHIM a r YH1' W000 0 s1R 0 w 1/4' MAX. SHIM a sale tvo3 n to i no = .: 1/Y 1' A 7 nsions: o:e 1T.23.1I r SCPoES-1500 AWWNU11 PROJECTED WDW. (W.I.) J escno ion ---------------__-__ ._ fW.�F. AALIE R:-VISFO - TRU� MNDOW & m Smom, uC I i AL-FAR00Q CORPORATION a ENGINEERS d PRODUCT DEVELOPMENT =35 S.W. 87 AVE 8130 N.W. 74TH AVE. i MIAML FLORIDA 33174 i 41FDI EY. FL. 33166 ` TEL. (3M) 887-76" FAX (MS) 883-1308 . c ; r_eL_ <aosl ae,waoo FA%, f30M 202697E • COUP-ANL\W1 D-16WP D m 7 r� � \ 4 mN ' aaf.�o'O � g o J. _ m^ Isions: SERIES-1500 ALUVIHUU PRQIECiED WOW. (LN.L) AL-FAROOQ CORPORATION (a' 6NO�NEEia6 6 VfiODUCT D"FLOP EW II I� O ? scae: ��p' c I' 12.?117 WIN:. VwE ACYSIC I ITRULITE WINDOW & DDOR SOLUTfONS, LLC 1235 S.W. 87 AVE I0 I o 8130 N.W. 741H AVE. MIAMI FLARIOA 33174 �I�! MEDLEY. FL 33166 '� TEL(305)264-6100 FA7Lt70sj2m-owe ) � P IUI tl�L 6y: Il �1FL SOS AR7-28<ASO:i AR7-28<A FA% 305) BW _,D9 ) ( 1-l__ COMP-ANL W10-161WP MIAN9t•DADE /�i IC� f MIAMI-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT Or PERMiTTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION ]- (786) 315.2590 F (786) 315-2.599 NOTICE OF ACCEPTANCE (NOA) www.mlamldade.eov/sera/ Trulite Window & Door Solutions, LLC 8130 NW 74`h Avenue Medley, FL 33166 LE SCOPE : COPY 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 'Lone. DESCRIPTION: Series "1800"Aluminum French Doors w/ wo sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. W01-64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.1.)", sheets I through 15 of 15, dated 09-17-01 last revised on DEC 08, 2011, prepared by AL-Farooq Corporation, signed and sealed by Javad Alunad, 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 Missile Impact Resistant Limitation: 1. SHW is integral part of single door application, door not to exceed 39-1/2W x 8411 and Max DP=+/-65 psf. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 endorsement of any product, for sales, advertising or any other purposes shall automatically terminate. this NOA. Failure to comply with any section of.this NOA sliall be cause for termination and removal of NOA. i ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA sliall 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 & renews NOA # 10-0930.07 (former Arch Windows, LIX dba AWP) and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by ishaq I. Chanda, P.E. NOA No 11-1209.02 Expiration Date: January 03, 2017 Approval Date: January 26, 2012 Page r Trulite Window & Door Solutit. -'LLC NOTICE. OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 10-0930.07). 2. Drawing No. W01-64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.1.)", sheets 1 through 15 of 15, dated 09=17-01 last revised on DEC 08, 2011, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 10-0930.07/09-0316.05) 1. Test reports on: 1) Air Infiltration 'rest, 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 an OXO aluminum Outswing door, prepared by Fenestration Testing Lab., Test Report No: FTL-5701, dated 1.1/13/08, signed and sealed by Carlos S. Roinda, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along -with marked -up drawings and installation diagram of Single Outswing door w/ SHW, prepared by Fenestration Testing Lab., Test Report No. FTL-5675, dated 09/11/08, signed and sealed by Carlos S. Roinda, P. E. 3. Additional Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of an' aluminum French Door w/3-point lock, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL-3389, dated 6 /25/02, signed and sealed by Edmnundo Largaespada, P.E. (Submitted under previous NOA #06-1229.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram, of double Outswing aluminum, French Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2682, dated 7/12/01, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA #03-0805.07 Yale Ogron Mfg. CO) C. CALCULATIONS 1. Statement letter of compliance to FBC 2010, prepared by Al- Farooq Corporation, dated 11/15111, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 03/10/09 and last revised on Jan 05, 2011; signed and sealed by Javad Ahmad, P.E. (transferred from file # 10-0930.07). 3. Glazing complies w/ ASTME-1300-02 & =04 VC Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 11-1209.02 U, xpiration Date: January 03, 2017 Approval Date: January 26, 2012 E-1 , 1 Trulite Window & Door SoA ions, LLC � 9 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex clear & color interlayer", expiring on 05/21/16. 2. Notice of Acceptance No. 07-1116.1 l issued to Saf-Glas, L.L.C. for "SAF GLAS Polycarbonate Laminate", expiring on 12/16/2012. E. STATEMENTS 1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated 11/15/11, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/03/10, signed and sealed by Javad Ahmad, P.E. 3. Statement letter of compliance, part of the above referenced test reports. 4. Certificate of registration -of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. 5. Certificate of registration of name change from "Trulite Residential Windows, LLC" to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by J.W. Bullock. 6.. Florida Dept of State, listing dated 02/03/10 of Trulite Window & Door Solution, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. 7. Sales agreement between AWP, LLC (seller) and Arch Aluminum & Glass Enterprise, a Delaware Corp (purchaser) dated Jan 14, 2010, signed by Leon J. Silverstein and Wm, Robert Wright, respectively. (transferred from file # 1070930.07). 8. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Internediate(Holding, LLC (transferred from file # 10-0930.07). 9. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.(transferred from file # 10-0030.07). 10. Statement letter dated March 25, 2010, issued by Arch Windows,,LLC that it has purchased all assets of AWP, LLC effectively Jan 29, 2010, signed by Leon Silverstein, President/CEO (Arch Windows, LLC)(transferred from file # 104930.07). 11. Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and Yale Ogron Windows & Door Inc. (seller), signed by Leon J. Silverstein and Maimy Valladares, respectively(transferred from file # 03-0805.07). G. OTHER 1. This NOA revises & renews NOA # 10-0930.07, expired on January 03, 2012. 2. Certificate of name changes and State of Florida listings. 3. Test proposal, dated 06-14-00, 09-20-01 and 11-06-07, approved by BCCO. ,d Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 11-1209.02 Expiration Date: January 03, 2017 Approval Date: January 26, 2012 G-2 37 1/2" MAX. UOOR FRAME 'lIIDTII 6 3/4' VAX. CONCEALED HEAD/SILL FLUSH BOLTS CORNERS SEE SHEET 5 FOR DESCRIPTION 1 SERIES 1000 ALUAL. FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON, ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF CURRENT FLORIDA BLDG. CODE SECTION 2003.8.4. 11 / 1: I! / C- / H F- 2 u_== r' Il � IJ O C W \ II 00 II �- _. 1«=== '� II \\ 1\B) II a 9 99 _ I .� ACTNE I 23 7/8 •' MAX. I-� D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( X ) SI I�G1,.F L1yAF DOOR 71 3/4" MAX. ------ DOOR FRAME WIDTH 6 3/4" MAX, I 3" HEAD/SILL CORNERS Ij�I Ij�I \ li II i / N \ u n V _ = i •n. •H �. g \ n u O II \ I! mO � !� • II II n ;} I II \ ^ II nB) IL - - --- r L CTy\c`� _ II ' �L1 INACTIVE.._ - N �m� I I 23 7/B" MAX. 34 MAX. LEAF WIDTH TYPICAL ELEVATION ( XX ) DUAL LPAP DOOR DQOR OPTIONS GLASS D.L.O. DIMS, D.L.O. HEIGHT (DOOR & S!DELITE) = FRAME HEIGHT - 13" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 13.625" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 24")/2 DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. _nor JACM AHMAD SHUTTERS ARE NOT REQUIRED. FLA. PE @ 70592, C.A.N.' 35W rl'fwac r "L'a" � �,M!l4�.Mi011e rF�Iilh R��Mvriw LL-12aq.VZ J YelrkaYw � o c3 17 �451 r; _ n s; drowing no. W01-64 r, - I, j• � n OOfe; 09-17-01 nt D � f wale: I�2•=1'_( N I ,n' D I I,I aT. c �I v IV M�k Ly: 95 3/4' MAX. FRAME. HEIGHT S li I� II it I I' I O N 11 II II II '1 � W i- W I II II II II %� I I II II „ II 1 ; I ;I I� �A IJ � II II 11 'I f' \ II / li • \' \ II \ II O p x ® \ x n 0 n O r I F== N � — II W II II I� I II II II I d I 17' MAX. j O JAM© JAM�'BS `J CORNERS ..3 Q 95 3/4' MAX. kJ1 FRAME HEIGHT 92 3/4' MAX. D.L. OPG. I J I /� II Ali, li \I\ D A \ - O D v X :U O T U 1 ti 5 y� Do I w iT" Z Z / 11 i n / A 5 D O %' MAX. 17 MAX. a JF u ••1% JAMB AZMBS -� q CORNERS � F z ;lonsbI SERIES 1800 ALUM FRENC11 DOOR W/ SIDELITES (L.M. )_ l! AL-FAROOQ CORPORATION' late OSCFI Ip on -- .79.07 REV. PER BLCC COMMEAT$ I , T ULft WINDOW & DOOR SOLLMONS, LLC .I ENGINEERS &PRODUCT DEVELOPMENT !.03m GENERAL REMOYJI+' 1235 S.W. 87 AVE 8130 NX 74TH AVE. MIAMI, FLORIDA 33174, ^ 1.07.1G MU+CF. NMIE RMSED I � ' (,� MF.DL FY, Ft. 3. 155 I TEL (305) 2644i1DO FAX. (305) 2626978 ' —_ .VJS :7 1[ REV. PER BLCO COMMIII u1o_.F.0.TEI305) 867 64fi FAX 7• COMP-ANL WO1-64AWP � �11 r-1/8" ANN. GLASS \ .090 PVB INTERLAYER �SAFLEX OIG BY 'SOLUTIA• .092' ALUM PANEL 1 1/8' ANN. GLASS 5/8' T.-IK. PUVICOD SILICONE SILICONE .092" ALUM PANEL GE 28001\ GE 2800 , s0.N 2 a '1�1di0 X I" PH SIAS �Y.INll05Y AT 6' FROM ENDS DOOR AND 18' O.C. MAX. GMAV INC DETAIIS U� 01 1i 28 1/2' WINDOW WIDTH. Z W; z 25 3/8" D.L. OPG. (FIXED) Q' O o 0 J V B ,/�• __ 6• MAX. IL MAX. HEAD/SILL Q' O -- - i CORNERS -- V O n Qw�i � p Vl N tw 2I N 24" \ a C LL D.L. OPG. VENT s:C) ;c • =a''z�� d NOTE: $ 3 Z SINGLE HUNG WINDOW IS INTEGRAL PART OF T}-IS DOOR. H O of Nj cc)m kI Z i0 o IiWDUCf1LLY16EA x wM *0 Fs rlft L uc!— TYPICAL ELEVATION M. V-UOTOL v n L►p7rwy FOR DESIGN LOAD CAPACITY SEE SHEET 4 Myi�i fAde--uF7.-L••A-A.- 1.2- SINGLE LEA�DOORWITIJSERIES2500 SINGLE HUNGWDW. NSER7•CCssaadd 0 o0 XIN c DOW INSERT OPTIVIV E.}r:. JAVAD AHMAD CMI. s .FLA PF. ( 70502 I V CAN. 3538. ji n O� ;ng no. WO sheet 3 of j 51 39 1/2" MAX. SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCHES) GLASS TYPES W. 'D' OR V EXT.(+) INT.(-) 31 1/2 79 3/4 65.0 65.0 37 1/2 65.0 0 6555!jO 31 1/2 83 3/4 65.0 37 1/2 65.0 31 1/2 95 3/4 65.0 37 1 /2 65.0 DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF COOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCHES) GLASS TYPES 'A', B' OR 'D' EXT.(+) INT.(-) _ 60 7 ; 3/4 79 3/4 '65.0 65.0 65.0 65.0 _ 60 71 3/4 83 3/d 65.0 65.0 65.0 65.0 60 71 3/S 95 3/4 65.0 65.0 65.0 65.0 SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCITES) 5/8" PLYWOOD •002" ALUM PANEL EXT.(+) INT.(-) 71 1/2 39 1/2 83 3/4 65.0 65.0 65.0 65.0 DOOR FRAM _ / o \ o \ ( X ) (xX) DOOR FRAME o STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF DOOR DOOR PANEL DIRECT SET GLASS TYPES FRAME HEIGHT FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH 'A', 'B' OR 'D' (INCHES) (INCHES) (INCHES) (INCHES) EXT. (+) INT. (-) 30 18 65.6 65.0 31 1/2 (X) 36 18 - 65.0 _ 65.0 60 (XX) 42 18 65.0 85.0 65.0 65.0 48 18 65.0 65.0 54 18 79 3/4 30 18 65.0 65.0 37 1/2 (X) 36 18 65.0 65.0 71 3/4 (XX) 42 18 65.0 65.0 65.0 55.0 48 18 30 18 65.0 65.0 31 1/2 (X) 35 1B 65.0 65.0 60 (XX) . 42 18 65.0 65.0 83 3/4 _ 4818 65.0 65.0 30 18 65.0 65.0 37 1/2 (X) 71 7/4 (XX) 36 18 65.0 65.0 -__ 42 18 65.0 30 18 65_0 65.0 31 1/2 (X) 36 18 65.0 65.0 95 3/4 6o (xx) 42 18 65.0 65.0 37 1/2 (X) 30 16 65.0 65.0 71 3/4 (XX) 36 1 18 65.0 65.0� DOOR SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC. U 2 W - ACTIVE w __- W N 18" MAX. DOOR FRAME WIDTH' g DIRECT SET SIDELITE WIDTH IDT(Xx) EXTERIOR w O 0 III I�SIDELITE V!IDTH NOTE: ' _ I _ GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION IT DECLARATORY STATEMENT OCA05-DEC-219 9 DOOR FRAME SIDELITE �y WIDTHH WIDTH I I -__^j r (Xo) S!EE.T.E OX ) r (Xo) S!EE.T.E OX ) r r ACTNE ( xxo )/ PANEL SIDELITE WIDTH DOOR FRAME WIDTH EXTERIOR ACTIVE. INACTIVE PANEL SIDELTE WIDTH kb I DOOR FRAME WIDTH (xX) EXTERIOR W 0 SIDELITE DOOR FRAME SIDELITE WIMTH WInTH -TH ( Ox0 ) SIDELITE ( Oxxo ) PYDDUCTgGVLSii A.mpe., r% - O •UZ Igr. JAVAD AHMAD L�'Irt11w �4 CIVIL OLA. PE t 70592 CAN. 538 9 -0 drawing no. W01-64 HINGES: u EXTRUDED 1/8" THK AND 7-1/2" LONG TWO—PART ALUMINUM BUTT HINGE (PART No. Yli-650), �ID THREE PER LEAF, 11-1/2" FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE AND ONE AT --�� MIDSPAN. Z m' O ° ', LOCK OPTIONS: Q n �a OPTION 01 a o 0 0 O STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH (FOR PRE -FABRICATED LOCK STILE PART 0. . No. YE-802, WITH 2-1/8" BORE AND 2-3/8" BACKSET TO FIT STANDARD LOCK SET), KEY CY LL OPERATED ON THE EXTERIOR AND THUMB TURN ON THE. INTERIOR AT EACH ACTIVE LEAF O t v MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH r V 0 m STEEL EXTENSION ROD. ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT arc > o,! PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD. AT 1C-1/2" FROM TOP & BOTTOM OF ACTIVE & INACTIVE 0 SILICONE GLASS TYPES A. 8 do D GE 2800 LEAFS. --- 0 m n i Q InG In 3 0 OPTION 02 Z m o m n MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT J O c U � ACTIVE LEAF (FOR PRE -FABRICATED LOCK STILE PART No. YE-837) WITH THROW BOLTS Q m � i m SPACER CONNECTED TO MORTISE LOCK SET, ENGAGING INTO =RAME HEAD AND SILL AND KEY OPERATED ON A_ -'- THE EXTERIOR AND THUMB TURN ON THE INTERIOR ,— yl' MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSElABL•f WITH ivi n i ij. •� STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE. STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT } , Z AT THRESHOLD, AT 10-1/2" FROM TOP & BOTTOM OF INACTIVE LEAF. j st �p n w / NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. j .Z o w i s a a n GLAZING DFlAIL AT � Ad _ a DIP.ECT SET SIDELITE i 3 rt m l z } o I � o Es .; 1-1/S" HEAT STREN'D GLASS \090 PJB INTERLAYER \ �54FLEX IIIG BY 'SOLUTIA' \\ 1/8" HEAT STREWD CLASS o: ro SIUCONE CE 2800 DO 13 14 m o a I #10 X 3/4" PH SMS M a AT 5' FROM ENDS w AND 12-1/2" O.C. TYPICAL _GLASS TYPE 'A' 1/8" HEAT STREWD GLASS \ © C 015" URETHANE ADHESIVE .070" INTERLAYER 'SAF-GLAS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' \\\ .015" URETHANE ADHESIVE 1/8" HEAT STREN'D CLASS a _SILICONE CE 28GO Z GLASS T_Y'PF 'a' GLAZING OPTIONS 3/16" HEAT STREWD GLASS .090 PVS INTERLAYER SAFLEX BIG BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS I SILICONE /-CE 2800 _QW�S TAP)•_ 'I)' YE-833-7 rmAfLvrk1livim CYE-835 / -YE-624 : t`no p+K> .GLAZING AD,VPTER OPTIONS ` CIVIL FIA. PE d 70592 C.A.N. 3538 A.�% `Nt i n s a 9 3 drawing no. l W01-641 k I I 3/4" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING #10 X 3/4- PH. SMS. AT 4-3/4- FROM ENDS AND 14" O.C. MAX.. TYPICAL '27 v "'LLLJJJ TYPICAL ANCHORS DIST. SEE ELEVATIONS —9. I FOR SPACING OPERATING UNITS ALTERNATE By % W000 BUCK \ W 00 BUCK I �alU <1 EDGE WC00� TRUCNRE — Z m �-- _ O W nlc0i N t/d O W TYP 3 WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE O 1 y SEE EL ANCHORS TYPICAL ANCHORS — c 2 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I � do i SEE SPACING EE SPACING a R > ro FOR SPACING oR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. I O a a a _METAL —_ ____—_— .5 n O 0 TE. STRUCTURE TYPICAL ANCHORS': SEE ELEV. FOR SPACING 4 � m � � W 3 LL N 1/4" DIA. TAPCON BY 'ITW' OR U.Z 2 n d JF7 na - --- - 4" DIA. ULTRACON BY 'ELCO' (Fu=nT KSd, Fy=155 KSQ V INTO 29Y WOOD BUCKS OR WOOD STRUCTURES a 1-1/2" MIN. PENETRATION INTO WOOD - �7 < 2 THRU 1 BY BUCKS INTO CONC. OR MASONRY d I H 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY z '^ o m TYPICAL ANCHORS DIRECTLY INTO CONC. OR MASONRY �_ ^ L-SEE ELEVATIONS - FOR SPACING 1-1/4" MIN. EMBED INTO CONC. OP. MASONR" N ._ #14 SMS OR SELF DRIL(IPJGSRE)N3 (GRADE 2 CRS) I o INTO METAL STRUCTURES = I o STEEL 12 GA. MIN. (Fy 36 KSI MIN.) w .y ALUMINUM : 1/3" THK. MIN. (5063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J z3r�,9oi 412 SMS OR SELF DRILLING SCREWS INTO MIAMI-DADE COUNT' APPROVED MULLIONS (MIN. T',F:. = 1/8") I �+ =3 o0 v (NO SHIM SPACE) II S m TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. I II INTO WOOD STRUCTURE -= 1" MIN. I� INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c - 3000 PSI MIN. i o m 8 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI M1)t. SEALANTS- FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. j ti r9a"cT VANIN" 2 rrlit' -MiQWP%rhk '> i; S = o / 2B/ 416 77 c o — �� Aerrt�re M=120%•� u_ n a.. TYPICAL ANCHORS EDGE DIST. KSFF FLE/ATIONS ---,1 FOR SPACING ALTERNATE ;Engr. JAVAD MIVAD eY_I,'�L. ��+K ` n 9 P CMI. Mln�.i Mdr nA�rt C j FTA. PE % 70592 $ n C.A.N. 3538 a r v v TYPICAL ANCHOR1 S v --- • r�SEE ELEVATIONS �r dv - EDGE DIST. r0win9- FOR SPACING W01 —64� [sheet 6 cf 15 1 si TYPICAL FOIF TYPICAL FOR 1/4" MAX. OPERATING UNITS ACTIVE 010 X 3/4' PI I. SMS. AT 4-3/4" FROM END AND 14 " O.C. MAX. TYPICAL c Coy 1/4- ktk<. SHlW_ �l U l Q1 I BY DUCK z ACTIVE- 20 z (L 0 0 -TYPICAL ANCHORS 0 44 FG.SPACING r_ (30) 26 ELEV. 0 'a < w RTOR LL. WIDTH IL E WIDTH 1/4" MAX u 62� LOCK OPTION 1 OR log LOCK OPTION 2 (SEE SHEET 5) 0 2BY 0 R Q:l S4UC7'JRE 25 26 INACTIVE 07, 7 o F-09- 11 B o 20 -(2�LOCK OPTION I EXTERIOR 7YP CHORS 26 OR SEE!CAL.A.% 01. LOCK OPTION 2 EM; rOI, SPAUNC (SEE SHEET 51Wig -DOOR FRAME WIDTH giw —oE — ALTERNATE mmam C." -120 :o INACTIVE - �, 4�2? Immi � I I I I 11 al-i 2 - LOCK OPTION 2 (SEE SHEET 5) 3 POINT LOCK ON ACTIVE LEAF OPTION 3 ' EDGE GIST. TYPICAL ANCHORS -SEE ELEVATIONS FOR SPACING -''C�NEL 51UELI'CBINST ,. aLLATIQN UETr1IL$ f(- 4-aU ' ¢ , 1 1I %O ' 0nWS aZZQ� _NCma •.n 5 0 W d i0 � o Q a U V 0 m O AT 4-3/4" FROM ENDS O n Q Q ep AND 14" O.C. MAX. c Q 0 m p a \ #10 X 3/4" PH SMS w 3 O nI 0.— `SILICONE AT 4-3/4- Q FROM ENDS -� AND14' O.C. MAX. U.= n TYPICAL 1 /4" AIAX. SHIM ,. H 1 #10 X 3/4" PH. SIBS. `\` / ' SCREWS NOT REOi114ED. / FOR SIDELITE/DOOR JAMB J �� ____• ii I 5 AT 4-3/4" FROM ENDS AND 14' O.C. MAX., TYPICAL,. `\ 1 i COtdHF.CT:ON V ! !, SILICONE O In ix qy p y TYPICAL ANCHORS) 6 •� ,I a � O M i r ' i SEE ELEV. FOR SPACING - _ ___ __ � I � T M Y otZ �- �• - --- 3��w o W • it I V'' --- -� .._ _ __ ' —_. —_ —. J g 3� -' �; L• t i (2,31 3 s. Z D.L. OPG. '- �--- EXTY'.RI O R ! W W , I i I PANEL SIDELITE WIDTH— ,. -_ DOOP, FRAME WIDTH `—, js (G) o. v EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL- SIDELITE UNITS O ALTERNATE 'HORS ONS G FMORUci arvlN6U r..q fyi.4 wm 60 f%,W 11-191) S• 0 Z (NMAD 70592 y LO1 rawing no. �I —64 sheet g of 5 12 T D .�O m> vmn � O •EDCE'DiSt Ill x I N U Q& O r U 1J 10 �� Fm�o)• � � u m N £ I mo � o n > 0 L— O I � I nf� 1 , revisions' m' o no a e escrlo Ion awlo: 3/6' 1' D 01.29.J! t10 .:XN:GE (X6 SXfC 02 CJ 091 1 GUIE+A_ RIVNun -.. dr. 6Y• Kkur, 1 09.01.1. 1 I.NX. I...E R'_bJfD 41 i I I?'+.1.1I :EY'. PEX BGNJ CC'MY: N 41 pI !I enk. oy: H 00.15.11 u Oa: CJ r0R 2Gf0 A m i,r, iERIES 18DO ALUM rRENC11 DOOR WJ SIOrIUS (L.M.I.)i AL-FAROOQ CORPORATION I I ENGINEERS & PRODUCT DEVELOPMENT IR JUTE WINDOW & DOOR SOLUTIONS, LLC I 1235 S:W. 87 AVE f 8130 N.W. 74TH AVE. 1 ' MIAMI. FLORIDA 33174 MEDLEY, FL. 33166 TEL t30512648100 FAX.(306) 262B879 C TFI (305) 897-2646 FAX (305) 663-I304 __-- COMP-.Wl\W01-64AVIPj 4.000 250 S 1.594 �• 1.492 f 2.117 .969 •12I---'�'(/�-�1,11�Sj ,,�1 �,,I--� 375 .070 I 1 I-1 ,781 I •Ofi49 1 I1.240 il- I ^-1,4 --1.750 1.547 DOOR FRAME HEAD Z2 PRESSURE PLATE n SNAP CAP ( + .973 1.217 - .973 1.514 p F--5O.7000�� .050 iP � -'aF'-.0 0 .653 O GLAZING CHANNEL EXT. GLAZING LEG INT. GLAZING LEG 1.704 -{ (5) # 10-24 X 1/ 2" FH. M.S. I I STAINLESS STEEL (THREAD CUTTING) T .070 \_ ' O -- 3.755 4.250 0 I TOP/BOTTOM RAIL -4.136- .070 0 I F.8.450 1 34 3.555 � r- - II C2i} HINGE ASSEMBLY 1 ) HINGE STILE i 4'000 -� ?- Mtn 4,151 -^� 1.500 2.124 4,871- s LOCK STILE --4.189 7 .070 1.8 I3a iI 1 F•-- 4.862 u LOCK STILE (FOR 3 POINT LOCK OPTION) 1 2.125 .535 F• •i- 1.490 --I O SIDELITE FRAME ITEM y PART p REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 YE-832 1 DOOR FRAME HEAD/JAMB 6063-T6 - 2 YE-810 YE-1820 1 STD. THRESHOLD 6063-T6 6063-T6 - ' - 2A 1 HI -RISE THRESHOLD 28 YE-840 I OPTIONAL THRESHOLD 6063-T6 - 5 YH-809 AS REOD. SIDEUTE FRAME 6063-T6 - 6 YE-501 2/ LEAF DOOR LEAF TOP AND BOTTOM RAIL 6063-TG - 7 YE-803 1 DOOR LEAF JAMB - HINGE SIDE 6063-T5 - 8 YE-802 1 DOOR LEAF - LOCK SIDE 6063-T5 - BA YE-837 I DOOR LEAF - LOCK SIDE (3 POINT LOCK) 6G63-T5 9 YE-806 YE-B1 2/ LEAF AS REOD. SNAP CAP FOR DOOR LEAF & SILL 6063-T5 6063-T5 6063-T9 - - - 10 COVER PLATE GLAZING CHANNEL 12 YE-824 4/ LEAF 13 YE-835 AS REOD. EXTERIOR GLAZING LEG 6063-T5 - 14 15 YE-833 YH-623 YH-4004 AS REGO. AS REGD. INTERIOR GLAZING LEG GLAZING GASKET WOOL FIN WEATHERSTRIPPING (.187 X .260) 6063-T5 - OUROVETER 75 SHORE A UL_RAFAB OUROVETER 75 SHORE A VINYL - VINYL 16 AS REGO. 17 YH-622 AS REOD. BULB WEATHERSTRIPPING (A95 X .260) 19 GU .- YH-610 1/ACTIVE- LEA 3 POINT LOCK MECHANISM (OPTIONAL) 5. STEEL ZINC ALUMINUhI 6063-T5 STEEL STEEL PLASTIC 6063-T6 S. STEEL NYLON - - 6063-T6 6063-T6 OIECAST WITH SS PIN 2-1/2'• LONG - - - LEVER OR KNOB TYPES - - - 20 -_- AS REGO. FLUSH DOLT ASSY. SERIES 1202 21 22 ' 23 24 YM-650 YE-BC5 YM-630 YH-6,B 3/ LEAF BUTT HINGES, AT I1-1/2- FROM ENDS & M1IIOSPAN PRESSURE PLATE -TIE ROD 4/ LEAF 2/ LEAF 2/ LEAF 3/8" CIA. THREADED ROC 3/8_-16 HEX FLANGE NUT INSTALLATION SCREW HOLE CAP FLUSH BOLT GUIDE. 1-1/2" LONG FLUSH BOLT ADJUSTMENT PLATE PROTECTIVE BOX - - LOCK SET ASSEMBLY L27 28 29 YH-641 AS REOD. 1 YE-842 2/ LEAF I YH-656 YH-681 2/ LEAF 1 YH-616 - - 1 30 31 32 YH-617 _ I DEADBOLT ASSEMBLY YH-816 AS REGO. INSTALLATION SCREW COVER STRIP SIDEUTE FRAME MULLION YH-808 AS REDD. [-1.990 �1.990-^j -1t0 1.990 - I�RA.J 2.610 I .sue t.5oo L I 1- � C t.sao L .50D 500 _; .078 a.000� �I .076 I 4.--078 00 4.000 -^t 4.0--�•1 IV STD. THRESHOLD J '2A, HI-RISETHRESHOLD I (2e; OPTIONAL THRESHOLD .Engr., JT� D AHM4D• FLA. PiCrye 1 7d592 $. 2oil 1': I ral -- ew A"IIALLKID 4=.M A.*ft a t44 I �I rZ mil QIL IL OW I of e" 0 D ti 0 G u M o 0 C < 0�� OLL laW-J,O LL Z a S " e j h 1 w I Z 3 N W I Ad 13 c„ N 3 3 � J v;-fK 00 :2 9J _ droning no. W01-64 sfteel i0 of I-, 4 im :U 0 O x Z r1i A X V S t• N ti (ml 0 C IJ U D / 7r O / u r'mo dos �I N� r - m P � n iSEkIES 180D ALUM FRENCH DOOR W/ SIDEUIES (LM.I.) ; AL-FAROOQ CORPORATION �a ITE WINDOW &DOOR SOLUTIONS, LLC ' ENGINEERS & PRODUCT DEVELOPMENT iRUI 2.235 S.W. 87 AVE 8130 N.W. 14FH AVE. MIAMI. FLORIDA 33174 i' MEDLEY, Ft. 33166 jl TEL (305) 2648100 FA%. (305) 262-6978 iw I: TEL (305) 887 2646 FAX (305) 853-1309 jr C06IP-ANL\W07-64AWPI ---- --- , — • . I SiuNLFSS STEEL RUS/1o0LT / ADJUSTING PUTE NTHI (2) /0-2a . 1/2" FN. �- UNDERCUT SMS. COVER PLATE WITH f DOUBLE POW FIN SEAL WEATHERSTRIP Y 1.CHG ALU1. FLVSHBOU GUIDE1. AiTACHF.D TO GRAVE SILES AT IUP (SHOW NJ) AND DOTTOM. I CONCEALED FLUSH DOLTS_ A cn II�FIIIf' I (2) @IC-2 r POINT D y II UNDERCU., FH. ?ASJ TOP FLUSHBOLT ASSEMBLY h (2) #10-24 U"GURCUT. 1-1/2' L( RCIIED TO GUIDE. S lILFICD TO FRAME �� S 71LF.S AT TOP AND BOTIOM (SHOWN) 11II COVER PLATE WITH DOUDLE Row FIN SEAL- WEATHERSTRIP f _ S1.VFILESS STEEL FLUSHBC ADJUSTING PLATE NHII #8-24 x 1/2" 1 UNDERCUT SA .FLU Sii 130LT (LUIs)-E AND ADJUSTMENT PLA'rp ASSEMBLY BOTTOM FLUSHBOLT ASSEMBLY F,XTFRIOR CIVIL FLA. PE ® 70592� C.A.N. 35J8 fIWDUCT Rl6VI%" r mpblin wmk TY. F%,6& adift C.& Lylr..lw D.1. n � •T I o drawing �no. W01-64 0.' date: 09-17-01 I 'levi�i0n5:11 C SERIES 1800 PLUM FRENCH DOOR W/ SIOELI1fS (LN.L) AL-FAROO o I no o e a5crp wn ._ _ _ Q CORPORATION scale: }/B• = i• I 0 01.03.W CE ERAA4E fMisSJ0 511EET �, TRULIIE WINDOW k DOOR SOLUTIONS, LLC ,'� I ENGINEERS 7 PRODUCT DEVELOPMENT Fa ,O I C 02.0109 GENERAL RCf.510N I MIA S.W.87 AVE tt. 6Y: MAID F 09.07.10 MI I:a1aE kCNS-0 —.I ) 3D N.W. 74TIi AVE. MIAMI, FLORIDA 33174 O ^II 41f 1.77.10 REV. PER LLlO CJ ax—E :IS �i MEDLEY, FI. 3.',165 TEL(305) 2648100 FAX.(305) 262697B l IL L (enk ny. I� x ce. 1511 uPnArC FOR 1oi� rE: I�1IYiEL (3U5) E87 2646 _ FA% (3US) 833 1309 ,. iv - —� CUMP—MIL\WOl-64AWP -- 1 /4" MAX. SHIN 2BY WOOD BUCK OR WOOD S1RUCTUR i iYP:CAL ANCHORS SEE ELEV. 1 FOR SPACING IBY svOOD BUCK,\,� N• 0 ' t� w r/ TYPICAL ANCHORS SEE ELEV. FOR SPACING El I /4' AIAX. SHIIA �� F1 #10 SMS SEE ELEV. FOR SPACING i LJ EXTERIOR 7 21 O.L. OPG. .._.—. S.M. 'MDTH ' _WINDOW LEAF W1DiH DOOR 'RAIAE W107H . —--___.____. 29 LOCK OPTION 1 OR 19 LOCK OPTION 2 (SEE SHEET 5) 1/4" MAX. `9 LOCK OPTION 1 OR @ LOCK OPTION 2 (SEE SHEET 5) 1/4' MAX. SHIM • TYPICAL ANCHORS j-SEE ELEV. / FOR SPACING WI L ICTURE KCAL ANCHORS ELEV, 7 SPACING l 'IL If a_ r - l al l � 4aU..) J s oI Q� na O 0w 02I aI O 7 O O'owc� of 0e<¢.a ON��I o Q LL W� k G + 37I J C/7 RI I (ki aci � I � Z } Sw Y �I it i�o of 0 YRODUCI' RY:VIXW r aepMtyleR wR►�Ih. FFIef1i. � u ,� �'� " i _ �`iee —tea •02- Ly1NrMe ono LEAF WIDTH i - c )OR FRAME •WVAO AHIIAD � .9 - 4 I FLAT P..y•zDs9z'. A.N. 3538 _ • II n. � I o •`�. ��'t. drawing no. � �W01—_ 64 3. 2.22D esT— --055 L �82 I.327 —I .8217 --7 .860 F•-- to ,FRAME HEAD -yI 812' ,1 .062 -1 1.062 (4A} FIXED RAIL 999 I� 1.197 "I .055 LJ 1.625 -•f .a lz�- ?") VENT TOP RAIL VENT BOTTOM RAIL FRAME 63 1.125 f^- h I--� 1.070 I .055 .912 Q7 VENT SIDE RAIL r .055 1'292 r7 2,104 _'j{' L .812 II II .179 F 1.617 C3A� FRAME JAMB 7 i O / SE VENT CORNER DETAIL ITEM B PART N REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REI.IARnS to 2A YE=169_ YE-167 1 FRAME HEAD FRAME SILL _— —_ 6063-TS 6063-TS - - - -- --- 1 3A YE-102 2 FRAME JAMB 60fi3-TS - 4A YE-152 1 FIXED RAIL 6063-T5 - ---- SA YE-151 1 VENT TOP RAIL 6063-TS - 6A 7A YE-168 YE-92 1 VENT BOTTOM RAIL 6063-T5 - —_--- 2 VENT JAMB ALUMINUM - BA YB-4 AS RE00. GLAZING BEAD ROLL FORMED IDA - 2/ YENY BLOCK h TACKLE BALANCE - - 11A YN-672 AS REOD. BULB VINYL - SINEE ROW PVC OUROMETER 75 SHORE A —IJA 14A YH-509F AS REGO. PILE-SCHLEGEL .187 X .250 PENT LATCHES CAM LOCKS - - NITON/CELCON _ ZAMAK FIN SEAL (DOUBLE) AT II" FROM ENOS YH-504 2/ VENT 14M YH-515 2/ VFM AT 11' FROM ENDS-- _ISA 810 X J/4" _ B FRAME ASSEMBLY SCREWS CRS PLATED, PH S61S IBA 17A IBA RB X 1" 2 FIXED RAIL SCREWS CRS CRS !CAD STEEL I CAO PELTED, PH SNS LED, P4 S49 - ±8 X I-1/4' YH-590 a/ VENT VENT ASSEMEL" SCREWS RJNFT)RCING BAR (.625 X .312-) 1 3/4- WEEP NC AT EACH END SCREEN RETAINING SINGLE IIUNC. WINDOW INSERT FOR SINGLE ('S) DOOR S.H. FRAME CORNER DETAIL I CIVIL FLA. PE # 70592 C.A.N. 538 w "gD 00-6 i* ttitti lIe1Y� 1f� o i a drawing no. W01-64