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WS-08-1415REPLACEMENT OF 3 FRENCH DOORS TO RECEIVE NEW IMPACT DOORS, AND INSTALLATION OF 12 PANEL SHUTTERS Passed \717144 Inspector Comments CREATED AS REINSPECTION FOR INSP- 91080. cc 9 -19 -08 no access no one home 9–Z6 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/26/2008 Inspector: Rodriguez, Jorge Owner: KAGELE, DARRIN Job Address: 138 106 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: JC IMPACT SHUTTERS & GLASS INC Building Department Comments Thursday, September 25, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Shutter Attachment Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1121360050050 Lot: Page 1 of 2 REPLACEMENT OF 3 FRENCH DOORS TO RECEIVE NEW IMPACT DOORS, AND INSTALLATION OF 12 PANEL SHUTTERS Passed Inspector Comments CC NO ACCESS ,vb s ' ® 7'L FF° Failed jr- Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/18/2008 Inspector: Rodriguez, Jorge Owner: KAGELE, DARRIN Job Address: 138 106 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: JC IMPACT SHUTTERS & GLASS INC Building Department Comments Wednesday, September 17, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1121360050050 Lot: Page 2 of 2 REPLACEMENT OF 3 FRENCH DOORS TO RECEIVE NEW IMPACT DOORS, AND INSTALLATION OF 12 PANEL SHUTTERS Passed Inspector Comments Po A .5 _ A,/ 6) itt)de_ A/0 or2 � , Failed ,' Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until er: Inspect" NSP- U Perr ber: WS -7 -0$ -1415 Inspection Date: 09/18/2008 Inspector: Rodriguez, Jorge Owner: Job Address: Project: KAGELE, DARRIN 138 106 Street NE Miami Shores, FL 33138- <NONE> Contractor. JC IMPACT SHUTTERS & GLASS INC Building Deaartment Comments Wednesday, September 17, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows/Shutters Inspection Type: Shutter Attachment Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1121360050050 Lot: Page 1 of 2 REPLACEMENT OF 3 FRENCH DOORS TO RECEIVE NEW IMPACT DOORS, AND INSTALLATION OF 12 PANEL SHUTTERS Passed Inspector Comments 00 k0-0.-E55 S' , if) o 0 ao E= 4- 6 artIF . Failed 1.4 Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until • • • •••• •:•• •• .............,,.. • ...................., Inspection Date: 08/18/2008 Inspector: Rodriguez, Jorge Owner: KAGELE, DARRIN Job Address: 138 106 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: JC IMPACT SHUTTERS & GLASS INC Building De artment Comments Thursday, August 14, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Block: Phone Number Parcel Number 1121360050050 Lot: Page 1 of 2 Protect Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 138 NE 106 Street Miami Shores, FL 33138- 1121360050050 Block: Lot: DARRIN KAGELE Address Parcel Number DARRIN KAGELE 138 NE 106 ST MIAMI SHORES FL 33138 -0000 Valuation: Total Sq Feet: $ 8,000.00 0 Contractor(s) Phone JC IMPACT SHUTTERS & GLASS INC Cell Phone Type of Work: DOORS & SHUTTERS No of Openings: 15 Additional Info: IMPACT/ PANEL Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.80 $1.60 $250.00 $12.00 $6.25 $274.65 Building Department Copy Thursday, July 31, 2008 4 7 f w€Il dowsiSh Total I Amt Paid 1 Amt Due $ 0.00 $ 0.00 Payment Type: Authorized Signature: Owner / Applicant / Contractor / Agent Phone 114 ZS") 4l16 0 B PAID Expiration: 01/27/2009 Applicant Available Inspections : CeII dow!Door PROVED Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. July 31, 2008 Date 1 BIDDING PERMIT APPLI FBC 2001 Permit Type (circle): Electrical Plumbing Owner's Name (Fee Simple ' e er) ('l0- a t (l'-p .( Owner's Address 1 N L / 0 Co '5 ° " City State Tenant/Lessee Name Job Address (where the work is being done) 1 to (a City Miami Shores Village County Miami -Dade 3 1 Zi p NO Is Building Historically Designated YES Contractor's Company Name 3C., trr Sh Contractor's Address AglaSAk Cit l Qualifier O Cep h Architect/Engineer's Name (if applicable) $ Value of Work For this Permit „2 01 fl 1 Type of Work: DAddition (Continued on opposite side) Building IV11ami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 TION u4-Virs Phone # ®5 (0 a- � ] 'Loci 6 *. Wicfl State pt._ Zip aanciAS Square Footage Of Work: L i C 1 / 114411 'i a 1)cw,ts _ DAlteration ■1 ew Repair/Re.lace D Demolition Zip Phone # I Phone # * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ t el SO _.....--- . 1CCF $ Notary $ Training/Education Fee $ 1Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 1 Total Fee Now Due $ Permit No. WS S O Master Permit No. Mechanical Roofing P h o n e # 3GC L O BY: JUL 802108 1 CO /C Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDI'T'IONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person' whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is _ In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent Q The fore oing instrument was aclmowled ed before me this 1- I day ofO206� by Qhfi CoU , who is personally known to me or who has produced As identification and who did take an oath. Print: Cho 12/15/03 NOTARY P IC: Sign: ip`F rv u u�tr ruuu�34a�.) My Commission Expires: • ,: Addene Smith My Commission E j My Comiission Dn531533 * * * ** tilt * ** * * * * ** *art *1+ * ,tai t*mm Ative#A * *** * * *>T k***** * * * *Iti;***>•1> *** * ********* ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. **************************** * * ** * * * * * * * * *** * *** * * * * * * * ** * ** ** * * * * ** ********* * * * *** * * *** * * * ** * * **** * * * * * * ** .....?"'''' APPLICATION APPROVED BY: Contractor The foregoing instrument was acknowledged before e this l am / day of3UPQ. l , 20a by 60 Si?.Qrt, � i�a� who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: 1 1 P . — Notary PuRiic Sttei 0 Florida My Commission DD631533 oFn® Ex.ires01 /21/2011 t7 t` as_iden on and wh 1 did take an oath. Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT 111111 11111 11111 11111 11111 11111 11111 1111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11 2 -13 ( - 005 - STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: l 3 3' I`1C (06, s+ M t a V1A. + ' 1 ' ■oti e 1 2. Description of improvement: 3. Owner(s) name and address: Gkat v . T.t.\ Co l t+-e i' N(2 I OC M oe-,AA, 5 [A-ore s �L \3S Interest in property: Q (jJ (1 -0-4" Name and address of fee simple titleholder: 4. Contractor's name and address: 3 STA RTlFY that fills is a 5. Surety: (Payment bond required by owner from contracts n wIy Name and address: °fling! ri S! an -!� Amount of bond $ C 6. Lender's name and address: lmAzasm 7. Persons within the state of Florida designated by Owner upon whom notices or othe `• ocuments may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration different date is specified) Signature of Owner ii Print Owner's Name o f i (( Co t 1 e.f Sworn to and subscribed before me this t i day of3 v NI- , 2c 7. Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 + 14 2008R05 31551 DR Bk 26.454 Ps 05496 Ups) ti RECORDED 06/27/201)8 12 :31 :1E HARVEY RUVIF1r CLERK OF COURT 11IAI'1I -GAME COUHTYP FLORIDA LAST PAGE WITNESS my and and HARVEY RUVIN, date is 1 year from the date of recording unless a Prepared by W11 A Address: 94 Nw Sf- �� Merit-04 [ � RAMMS ENGINEERING, INC. Kd =1.00 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING C CODE 2004 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -02 EXPOSURE C DESIGN WIND LOADS (LBS /SQFT) FOR 146 MPH ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C For the 146 mph Wind Zone Height (Maxi ) Effective Wind Area (or, Tributary Area) in Square F eet 10 20 30 40 50 60 1.00 096 0.92 0.89 0.88 0.86 15 54.7' 1 12.3 50.8 49.8 49.0 48.4 20 .0 1 55.3 53.8 52.7 51.9 51.2 25 60.5 1 57.8 56.2 55.1 - 54.2 53.5 30 63.1 1 60.3 58.6 57.4 56:5 55.8 40 67.0 1 64.0 62.2 60.9 60.0 59.2 50 70.2 1 67.0 65.2 63.9 62.8 62.0 60 I 72.8 I 69.5 67.6 66.2 65.2 64.3 Interior Zone (4 - Walls) Negative Pressures Exposure C - For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 I 30 I 40 50 60 (Maximum) - 1.10 4.,, I - 1.02 ! - 0.99 -0.98 1 - 0.96 15 -59.4 . -56.9 1 -55.5 1 -54.4 -53.6 -53.0 20 - 62.9 -60.3 1 -58.7 I -57.6 -56.8 -56.1 25 -65.7 i -62.9 I -61.3 i -60.2 -59.3 -58.6 30 -68.5 - 65.6 -63.9 1 - 62.8 -61.9 -61.1 40 I -72.6 I -69.6 I -67.9 1 - 66.6 - 65.6 -64.8 50 I -76.1 I -73.0 1 -71.1 I - 69.8 - 68.8 -68.0 60 I -78.9 -75.7 ! -73.7 i -72.4 -71.3 .7a.5 • • -.•..- • • .. •• • .•.. • ••. Exterior Zones (5 - Walls) Negative Pressures • • • Exposure C For the 146 mph Wind Zone • "' ••-• • •.; 4 .. .••• : . . . Height (Maximum) Effective Wind Area (or, Tributary Area) in Sggare Feet • • • 10 20 30 40 .52... ..g0 -_ • - ,129 - 1.23 - 1.19 ,3't5.' ' • 0.4 15 ( -73.3, ;68.4 ' - 65.5 -63.4 .63,8. -60.5 - .6 -7 .4 -69.3 -67.2 .65.5 • • .44.1 25 -81.0 -75.6 -72.4 - 70.1 ;68,4. •486.J 30 -84.5 -78.8 -75.5 -73.1 -T1.3 • . • /9.p • 40 - 89.7 -83.6 -80.1 -77.6 -75.7 ' 50 -94.0 - 87.7 - 84.0 -81.3 -79.3 -77.6 60 -97.4 -90.9 - 87.0 -84.3 -82.2 -80.5 Length of End Zone: 10% of least building width or .4h, whichever is smaller but not less than 3 feet. (h = mean roof height in feet ). These Tables are not to be reproduced without written permission by Robert Monsour, AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. (,Q • • • • • • • • • • • • edo l kr 45 C44Aireth. aiza-fe eos APPP ® c 06a- - 9 T7,47,17;97 7 <'-, y Na [1e JUL 3 0 MO k B Y: _ . _ k..: ..,„......,.. 2ONINC: BLDG DEPT I 0 SUBJECT TO CON1PLJANC WI TH AU. STATE AND COUNTY RULES AND 1 5 TO e a P4 /v04., 32K 31'K k:g: .... • • ... • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA) Eastern Metal Supply, Inc. 4268 Westroads Dr. West Palm Beach, Florida 33407 SCOPE: png governing the use of construction materials. This NOA is being issued under the applicable rules and regulati g The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted b the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by Y Jurisdiction (AHJ). the Authority Having Coun Product Control This NOA shall not be valid after the expiration date stated below. �i �n Da>mI},) rve the right to Division (In Miami Dade County) and/or the AHJ (in areas product or material fails to perform in have this product or material tested for quality assurance purposes. If this pro immediately manner, the manufacturer will incur the expense of such testing and the AHJ may the accepted material within their jurisdiction. BORA reserves the right revoke, modify, or suspend the use of such produ ct or Miami-Dade County Product Control Division that this product or to revoke this acceptance, if it is determined by Miami" material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. Shutter ' DESCRIPTION: 0.050" Solid Bertha Aluminum Storm Panels APPROVAL DOCUMENT: Drawing No. 05-078, titled " 0.050" Bertha Aluminum Storm Panel ", sheets 1 through 15 of 15, and 1A of 15, prepared by Tilteco, Inc., dated 04/28/2005, last revision #1 dated 04/28/2005, ari P.E. o n 09 /15/ 2005, beflg Miami -Dade County Product Control revision signed and sealed by Walter A. Tillit Jr., Miami -Dade County Product Control Division. stamp with the Notice of Acceptance number and expiration date � .... MISSILE IMPACT RATING: Large and Small Missile • t label with the manufacturers name origgo city, s ' d the I,ABED..ING: Each panel shall bear a permanent unless otherwise herein. •. following statement "Miami -Dade County Product Control Approved", RENEWAL of this NOA shall be considered after a renewal application has been filalveSthere has bun no change in the applicable building cod e negatively a ffecting the performance of this . • • . gaff Y •' u • ' ron or cYi on date or if there has � revsdn¢g'in the • TERMINATION of this NOA will occur after the expiration h been materials, use, and/or manufacture of the product or process. Misuse of this NOA as anatlplse menCo�'an,• • • • product, for sales, advertising or any other purposes ... ses shall automatically terminate this lypp,Jailure to comply with any section of this NOA shall be cause for termination and removal of NOA. • and ®bowed ley The NOA number preceded by the words Miami-Dade Count, Food, en it shay • •' ADVERI'ISEMENT� in advertising literature. If any portion of the NOA'is display ,,' . the expiration date may be displayed • • • be done in its entirety. by the • man ufacturer or its distributors p of this entire NOA shall be provided to the user'' y :manufacturer INSPECTION: A copy rest of the Building and shall be available for inspection at the job site at the red This NOA revises NOA # 03- 0707.02 and consists of this page 1, evidence submitted pag es E-1, E-2, and E -3 as well as approval document mentioned above. P.R. r � The submitted documentation;was reviewed by Helmy A. Molitor, P � N��9 / MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www b NOA No 05- 0926.03 Expiration Date: 08/07/2008 Approval Date: 07/13/2006 age 1 • • • • •• • • • Eastern Met Sunnly. Inc. NOTICE OF AC PTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96- 1203.08 A. DRAWINGS 1 Inc., 0.050" Bertha Storm Panel, 1. Drawing Number 96 -331, Eastern Metal Supply, sheets 1 through 8 of 8, prepared by Tilteco, Inc., revision 2, dated 07/15/97 signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS Cyclic Wind Pressure Test and Uniform 1. Test report on Large Missile Impact Test, Cy Static Air Pressure Test on 0.050" aluminum storm panels, prepared by American Test Lab of South Florida, Test Report e No. ATL #1022.01 -96 dated 11/08/96, signed and sealed by William C. CALCULATIONS dated 10/21/96, pages 1 through 15, 1. Comparative Analysis and Anchor Analysis, Walter A. Tillit Jr., P.E. prepared by Tilteco, Inc., signed and sealed by 33, 2. Calculations for revised anchor schedule, dated e2 �7Ti pages es a s 1 1 P.E. through prepared by Tilteco, Inc., signed and sealed by D. MATERIAL CERTIFICATIONS dated 01/23/96, for Aluminum Alloy 5052 -H32 1. MW Certified Inspection Report of coils, physical properties. by Barmet Aluminum Corporation with chemical composition po No. pro 2. Certified Tensile Test Report by Certified Tetired and sealed by Ramesh Patel, P.E. #846B dated 10/31/96, for Aluminum Alloy, signed 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #98 0817.1 A. DRAWINGS re aced Tilteco Irs� t 1. Drawing No. 98 -172, titled "0.050" 7,1998, sheets thri ;ua of 8 signed • dated July 7, 1998, last revasao • #1 dated July • • and sealed by Walter A. Tillit Jr., P.E. • B. TESTS 1. None. E -1 •• •• • • • • • • • •• •• •• •• • • •• •• •• •• • • •••• Helmy A. Maker, P. E. Product Control Examiner NOA No 05- 09260 Expiration Date: 08/07/200$ Approval Date: 07/13/2006 • • • C. CALCULATIONS • ▪ • •••• ▪ • 1. None. • • D. MATERIAL CERTIFICATIONS 1. Mill Certified Test Report issued by Nichols Aluminum dated 05/28/98, with elcral • composition and mechanical properties of the 3004 -H34 Aluminum Alloy panel. • Eastern Metal Supply. Inc. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0602d4 A. DRAWINGS 1. None. B. C. D. 4. A. C. TESTS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS 1. None. MATERIAL CERTIFICATIONS 1. None. E -2 EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01- 0516.06 DRAWINGS 1. Drawing No. 01 -058, titled " 0.050" Solid Bertha Aluminum Storm Panel ", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated August 27, 2001, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, per SFBC PA 202 -94 2) Large Missile Impact Test per SFBC, PA 201 -94 3) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of 0.050" Solid Aluminum Storm Panels Shutter, prepared by ATL of South Florida, Test Report No. 0221.01 -01, dated 05/02/01, signed and sealed by Henry Hattem, P.E. 2. Addendum to ATL of South Florida, Test Report No. 0221.01 -01, dated 10 /120.1, • signed and sealed by Henry Hattem, P.E. ' 3. Addendum to ATL of South Florida, Test Report No. 0221.01- 0174ted 02/8410 ;,; • • . . signed and sealed by Henry Hattem, P.E. CALCULATIONS 1. Anchor Analysis, dated 09 /10/01, pages 1 through 53, preparedb flljeco, signed and sealed by Walter A. Tillit Jr., P.E. .... . - • • • • .. • • • • .... . .. . • D. MATERIAL CERTIFICATIONS ' ' • • 1. Mill Certified Inspection Report of coils, dated 0424/01, for Alumin:,ynitllloy 300 -H34 by NA Nichols Aluminum with chemical composition and phhsiccat proper'tte$ . 2. Certified Tensile Test Report by QC Metallurgical, Inc., Report No. 1 CM- 384, " dated 0326/01, signed and sealed by frank Grate, P.E. Helmy A. Maker, P. E. pct Control Examiner NOA No 05-0926.03 Expiration Date: 08/07/2008 Approval Date: 07/13/2006 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0707.02 A. DRAWINGS 1. Drawing No. 03 -141, titled " 0.050" Solid Bertha Aluminum Storm Panel", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated July 02, 2003, last revision #1 dated July 02, 2003, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. OTHERS 1. Letter from Tilteco, Inc., dated July 03, 2003, signed and sealed by Walter A. Tillit Jr., P.E., stating that the only change from the previous approved drawing # 01 -058 are the general notes #1 & #11 to reference the Florida Building Code and the ASCE 7 -98 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -073, titled " 0.030" Thick Galvanized Bertha Steel Storm Panel", sheets 1 through 9 of 9, and 1A of 9, prepared by Tilteco, Inc., dated 04125/2005, last revision #1 dated 04/25/2005 signed and sealed by Walter A. Tillit Jr., P.E. on 09/15/2005 B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Galvanized. Steel Storm Panels, prepared by American Test Lab of South Florid4 Retgrt No. ArIVF 0616.01-05, dated September 15, 2005, signed and sealed by William Y. M'ehner,' • C. CALCULATIONS D. E. 1. Storm panel shutter Calculations, sheets 1 through 91 by Tilteco, Ind, Aped ate • • • sealed by Walter A. Tillit Jr., P.E. on 09/13/2005. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. MATERIAL CERTIFICATIONS 1. Tensile Test Report from QC Metallurgical, Inc., Job No. 51M -926, dated Septethbet 20, 2005, tested perASTM E8 -93, signed and sealed by Frank Grate, P.E. E - 3 f4 • •••• • • • • ..•• . • • • • • • • • • •••• • • • .. • .. • • • • Helmy A. Maker, P. E. Product Control Examiner .NOA No 05. 0926.03 Expiration Date: 0W07/2008 Approval Date: 07/13/2006 1. STORM PANEL SHOWN ON 1145 PRODUCT APPROVAL DOCUMENT (PAD.) MS BEEN VOWED FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE FOR A BASK WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR 100=0.B5, N ACCORDANCE W7711 ASCE 7 -92 STANDARD. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.A.D. AS TESTED WERE NOT OVER STRESSED, A 53R INCRELSE IN ALLOWABLE STRESS FOR WIND LOADS WAS AT USED IN THEIR ANALYSIS. .4 DURATION FACTOR CD =1.60 WAS USED FOR VERIFKATTON OF FASTENERS N WOOD. STORM PANELS ADEQUACY FOR IMPACT AND FA770UE RESISTANCE HAS 8EE4 MO RO. IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED 000E AS PER ATI. REPORTS # 1022.01 -01, g 0221.01 AND / 0618.02 -05, AS PROTOCOLS TAS -201, TAS -202 AND TAS -203. 2, ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052 -H32 OR 3004 -134 ALLOY 3, ALL ALUMINUM EXTRUSIONS SHALL BE ALL MAN ASSOCIATION 8053 -T8 ALLOY & TEMPER UNLESS OTHERWISE NOTED. 4. ALL SCREWS ID BE STAINLESS STEEL 304 OR 318 A/SI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 0/N 50018 W/ 50 led WELD STRENGTH AND 90 !ref TENSILE STRENGTH 5. BOLTS TO 8E AST! A -307 GALVANIZED STEEL OR PIS' 304 SERIES STAINLESS STEEL, WON 35 Teal MINIMUM AWED STRENGTH. B. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS 07RLERNSE NOTED) (A) TO EXTSING POURED CONCRETE - 1/4' 0 TAP0011 ANCHORS AS MANUFACTURED BY LT.W. 81/ILD134 ( REGULAR OR 410 SS) - 7/4" 0 CRETE -F7FX SS4 ANt 10115 AS MANUFACTURED BY WO TEXTRON. - 1/4 0 CF TAP -GRIP ANCHORS (BERTHA STUD- CON), AS MANUFACTURED BY TRU -FAST CORPORATION. - 1/4" 0 ZAMAC NAM ANCHORS AS MANUFACTURE) BY POWER FASTENERS, INC. - 1/4' 0 x 7/8° CALK-IN ANCHORS OR ELCO mole & female 'PAN£LMATE' AS MANUFACTURED BY POWER FASTENERS INC. AND ELCO TEXTRON, RESPECTIVELY. - 1/4' 0 x 3/4 ALL POINTS SOLD -SET ANCHORS AS DTSTRIBUTEO BY ALL mamas SCREW, BOLT & SFEC14LT7 COMPANY. NOTES: .4.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS OR CRETE -FLEX 554 S 1 3/4'' FOR ZAJAC WIN ANCHORS IS 1 3/8;• FOR am FANEUMIE ANCHORS IS 1 3/41 AND FOR CF TAP -GRIP ANCHORS IS 1 1/4' A2) 7 /B° CALK-IN ANCHORS SHALL 83 ERRED' EMB£0020 INTO THE POURED CONCRETE NO EMB£OMEVT INTO STUCCO SHALL BE PERMITTED. 1/4 ° 0 -20 SCREWS USED SHALL BE 1 7/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1 MINIMUM FOR WALLS WITH NO STUCCO. 43) 1M1NIMUM EMBEDMENT OF I /4 "0 x 3/4' ALL POINTS EDUD -537 ANCHORS SHALL BE 7/41 INTO THE POURED CONCRETE NO MOMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.& MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1 • WOW FOR WALLS WITH NO STUCCO. A4) IN CASE 171AT PRECAST STONE, PRECAST CONCRETE PANELS OR PAVERS BE FOUND ON THE EX757110 WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MARL STRUCTURE BEHIND 50311 PANELS, ANCHORAGE SHALL BE AS INDICATED 011 NOTES A1) & A2) ABOVE (B) TO EXS7TNO CONCRETE BLOCK WALL; - 1/4 0 TAPCON ANCHORS AS MANUFACTURED BY LT.9. BUDDEX. (REGULAR OR 410 S.3.) - 7/4' 0 CRETE-FLEX 554 ANCHORS AS MANUFACTURED BY ELCO TEXTRON. - 1/4' 0 CF TAP -001P ANCHORS (8521114 STUD -CON). AS MANUFACTURED BY TRU -FAST CORPORATION. - 1/4" 0 747040 map/ ANCHORS AS MANUFACTURED BY POWER EASTOVER'S INC. - 1/4' 0 x 7/8' CALK -IN ANCHORS OR ELCO mole * Femo/e p4NEUMATE AS MANUFACTURED BY POWER FASTENER$ INC, AND ELCO TEXTRON, RESPECTIVELY. - 1/4" 0 x 3/4' ALL POINTS SOUR -SET ANCHORS AS 01STR/8UTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. NOTES: 8.1) MINIMUM EM6E01EN7 OF TAP0011, ELCO PANELMA7; CF TAP -GRRP AND CRETE -FLEX 554 ANCHORS 1170 CONCRETE 8L0CK UNIT SHALL BE 1 1/4'• 1 3/8 FOR ZAMAC KARIN ANogRS • • • • • • • • • B.2) 7/8' CALK-N ANCHORS SHAD. BE ENTIRELY iil4BEDDED 6770 T1/E•L4NC8E13.BL0 *won) EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4 ° 0 -20 SCREWS USED SHALL BE 1 1/24 LONG 11IMMU2 STRIULM ST•CC• MET, AM 1 MINIMUM FOR WALLS WITH NO STUCCO. • • • • • • • • • •• ••• •• • • • •• EL3) W1MUM EMBEDMENT OF 1/4 ° 0 x 2/4' ALL POINTS SOLD-SET ANCHORS SHALL BE 7 /13' INTO THE CONCRETE BLACK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0 -20 SS MACHINE SCREW USED SNAIL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1 ° MINNUM FOR WALLS WITH NO STUCCO. B.4) IN CASE THAT PRECAST STONE OR PREag JT iQUAIQ•0o THE EX574 WOLLINCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BERN$ 314)0 44N1S. ANC/4Rmir ALL BE AS NDILYTBt OM►NOTES N B.1) AND &2) ROVE. • • • • • • • • • • • • • • • • • • • • • (C) ANCHORS SHALL BE INSTALLED FOLLOWING ABS OF 7711 RECOMMENIAION9 SPECIFIZNIONS 0f• THE ANCHOR'S MANUFACTURER 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS 51101711 ON SECTIONS 1 THRU 16 (SHEET 3 & 7 OF 15) EXCEPT THAT HEADERS 2, 3 & 4 SHALL NOT BE USED. 8. IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 1143 SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 7O BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS 9. THE INSTALLATION CONTRACTOR 15 TO SF4L/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT W?H 711E BUILDING TO PREVENT WIND /RAIN NTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FILL LENGTH 10. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS IND1CA7ED W 1711S DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. A SITE SPECIFIC PRODUCT PROJECT e. WHERE THE SITE CONDITIONS DEYIATE THE ££R n GENERIC AND DOES NOT PROVIDE INFORMATION FOR (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND /INSTALLATION INCLUDING U1E 5411£1)' OF 111I3 PRODUCT BASED ON THIS P.A.D. PROVIDED HE/SHE DOES NOT DEVIATE PROM THE CONDITIONS DETAILED ON 71115 DOCUMENT. CONSTRUCTION SAFETY AT SITE ES THE CONTRACTOR'S RESPONS/BILIY. (e) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED IHYWUD IF MODIFIED. BECOME THE ENGINES, OF RD (EO.R.) IRE PROJECT A BE RESPONSIBLE FOR THE PROPER USE OF 771E PAD. ENGINEER OF RD, ACING AS A DELEGATED ENOTNEEW TO THE P.A.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) 770 PAD. SHALL. BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED if • 12. SHUTTER MANUFACTURERS LABEL SHALL BE PLACED ON A READILY AND VISIBLE LOCATION AT PANE_ ONE LABEL SHALL BE PLACED FOR £VERY OPENING. LABEL. SHALL READ AS FOLLOWS: EASTERN METTA. SUPPLY, INC. WEST PALM BEACH, FL MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. IL ECO INC.\ 774.717' 7657/100 1 BNOINININO COMPANY SE" I 2005 WAGER FL 504 r� .41 P. Mr i I W 0J-741 1 a1R ®e s. 1 morn= 1851/78 7) am complying w75 I0e Gkrrtde Badding Cade Acceptance No. - , '2...07 Es18va1Ioe Date 0 :7L317.G . 08 F.B.C.(I'lgh Veloolty Harrlcone Zone) 0.050 BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 420 43319177450 DR. WEST PALM LEACH fl. 33407 Le. .•WWR 274 4�oe 05 -078 ORAWIO Ke S>RICET I or 75 ••• • • • • • • • • • • • • • •• •• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• 0 ••• • • 13118' (TOTAL WSW) 12.400' *MOW % 040111) Ar *014006101.3 1.505' A47Y 4_47J' © d' ANGLE AWLD Duy aAACKE7• saes : r/r • t• �2IPd'— F-- J878' --h-2 f Pd'� ® AGM WAIL 1.711'S1o.632 INRLE IV... S1 W saes tie . r IQ ALUMINUM PANEL 804411 1/I• • r SIERI N 2 X81' NOLE Ar PANEL ® .medlar Saw, J/d' . 1. us MOWN • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• :: APONEN ,e.• • • • • • • ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • F-P, iP8' -1 ® ALL1A/INL/M Nall PANEL .168' ffrl r4 ® 11/4' NAIL LL O, sUt5 e.1/8' • 1' fG ?'x rAuLU J/Ir' -IL- I 3 KEY-1624.11,4210 A 3t00 -11154 NSA NIaa MB I MY. t © ° HEADER 16415, Mr 1• ® REVERSED 'E" ANGLE TRACK SOU e J/8'. 1• (3) 5/8* HOES Arm uns (v 5 1e 110185 A7 4A• FOR 1/491 -2041' 55 WNW =6W TArauaa IP' 14 0 3 /IB'xrx14 LONG WALL PLATE SEP 1 5 2005 ® 3' Af•x 'U' I LULD Ou7 SCALE , .1Ar . ,. IL ECoINC. r arl /(e / 44157 seas J/S• . I• © •E.. TRACX ,utrll.E DETAIL h SAO IV/ of CAST ZINC N40411. *AM 805'. NUT 0.050' BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4168 58578 = OA SW PAW NAM n .73407 ® -'u' LEADER 104r,44r toisometties 6041 -15 4004 4440r Saar: 4.r. ,• F.B.C.(Hlgh Veloci(y Hurricane Zone 10. 08417M 871 4/88/07 0,78 05 -078 ORAISA11 No 111111==111! IC:3R milmninyz.0 1111101111111•1•1111211M111 8H65T IA O7 15 CONCRETE ANCHORS (SEE SCHEDULE) STORM PANEL TYPICAL ELEVATION SCALE : 1 /E" a: J" •• ••• • • • • •• • •. ••• • • • • • • • • • • • •• • • • ••• • • :•: 5II — A : : : : • • • • • • • • • • • • • • • oT /e" = 110 • • • • • ••• ••• • TOP TRACK 1NEN75 SHEET 1A OF 15) SEP 3 — BOTTOM TRACK (SEE COMPONENTS. SHEET TA OF 15) /T EC 0 me. \ m.U7 TIMM & 974601S QOXPANY •IRi7R A Liz N,d F.B.C.(HIgh Velocity Hurricane Zone) 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4183 F&37901011 PALM ° 37407 • 1 aaaanur I m* 1 HS Or 1 aeaaarmr 1 aaa a 010 01-14, 4 / 1 0/4S a r.A Able/ 111, 01 05 -078 mew No SHUT a Or 13 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1;4 CONCRETE TTT (SEE 4 o t n� e 0 o rT�1 1" ^ - - — T• — r'T1 ^, 7 1 r r r r1 ti 4 ti L A il l CONCRETE ANCHORS (SEE SCHEDULE) STORM PANEL TYPICAL ELEVATION SCALE : 1 /E" a: J" •• ••• • • • • •• • •. ••• • • • • • • • • • • • •• • • • ••• • • :•: 5II — A : : : : • • • • • • • • • • • • • • • oT /e" = 110 • • • • • ••• ••• • TOP TRACK 1NEN75 SHEET 1A OF 15) SEP 3 — BOTTOM TRACK (SEE COMPONENTS. SHEET TA OF 15) /T EC 0 me. \ m.U7 TIMM & 974601S QOXPANY •IRi7R A Liz N,d F.B.C.(HIgh Velocity Hurricane Zone) 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4183 F&37901011 PALM ° 37407 • 1 aaaanur I m* 1 HS Or 1 aeaaarmr 1 aaa a 010 01-14, 4 / 1 0/4S a r.A Able/ 111, 01 05 -078 mew No SHUT a Or 13 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONCRETE ANCHORS OULEJ POURED cannot REQUIRED mot WAIL 1 regIE SCHEDIAO ANDIO • ••• • • • SECTION ® ANCHOR • • • • • • • ••• • • • • • •• • • • • Cont. 7/6• f O E 12* a • • • • • • • • • • • • ••• • • • ••• •• SECTION O STUD WALL MOUNTING INSTALLATION • SECT /O y' e . • • • :1. .. 1 . • • • • �' Ea� aHS�ALi n ° sir Vi • • • • • • —.• ••, • • ••• • • • • • • • • • • • • • •• • • • • • CONCRETE ANCHORS (SEE SCEOULO l ANCHORS WALL MOUNTING INSTALLATION SECTION 2 SCALE :.T/e' - 1• E D.. EWE &STANCE revi CHEDULE DV t0 & 11 OF t8) 7J4 °%- x 4/4' LLT W 7/B x — 0 ,/)//// '�tigl0. Mi r • CONCRETE ANCHORS (SITE SCHEDULE) POURED RED CONDDTE d OR BLOCK WALL CONCRETE IJ AEOfAAED NOTE FOR COMBNATION OF SECTIONS : WALL MOUNTING SECTIONS CAN SE COMBINED IN ANY WAY 70 SUIT ANY INSTALLATION. ci W CONCRETE ANCJiORS (SEE 1 SEE SCHEDULE FOR M1,. SEPARATION -- 10 GLASS BUILD OLIJ INSTALLATION SECTION s zr .7/e• <1• CONCRETE ANCHORS (sea SCHEDULE) POUREO CONCRETE JT Eco,NG.' TAUT TWINS dt EiNS DONP 463 ifitnirentAgn WALIEIP A L % SEE CONCRETE ) PPP REDDD-- l REQUIRED l C I___SEE SCHEDULE FOR PTO SEPARATION 7/R' X .7/JY � N TUUD 8 12 STUD C. BUILD OUT INSTALLATION SECTION 4 SCALE : s /a • r ?Romer REVISED isscomplytag Mira dteFlorlda AT rNo Er, 6.03 Fsplraetc : iL -L' llr -•8 BY Miami Dade Division 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. xasi PPA M SEW PLISPD Dont. F.B.C.(High Velocity Hurricane Zone eL S, 1( ConL —1010+ 12' o. C. La DRAWN SD 4� 05 -078 DRAM NO SAW J 01' 18 BUILD OUT INSTALLATION — SECTION $ SCALE, 3/e• = 1• E D. a EDGE MINCE 5NEE7S 10 & a U1 ON OF 73) •• ••• • • • • • • NOTE FOR•b0ME24111 o SEr t • • • 87 ALL / 00884 $oLNT!)OG•sa 77 9 el 8? mama IN ANY WAY TO SUIT ANY INSTALLATION. • • •• • • • • • • • • • • • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••- ••. • CONCRETE moron —E POURED CONCRETE \ 11 ")\\\\-\ N..\\ ..I�� L to MASS POURED CONCRE7E REWIRED M CO ANCHORS CEILING & FLOOR MOUNTING INSTALLATION — SECTION 6 SCALE 3/8° a i Cant u3• EVERY • Q D Ca#. 7.123 / / / / / / /)/ ///r////// E a CONCRETE ANCHORS \ I--E \ a\ POURED CONCRETE l I 1 1 R8ou1R8 1 -fil 1 1 • - ALnzevAir ae LOCATION- Cant 7 T4 • P20x 4. �� 12 O.C. 0415 -1N OR ALL POW SOUO -SET 00 mo/a a /ma(e t OR 91 �{2' TAP -ORtP ScrrFnt2�7 CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE 7 3/8 = 1' IL E C O INC. \ TOJJT =INN , 6 � 8TI g, N B GtOLVEFA' COMPANY SEP 1 6 2015 1 3 4 Ik CALK -1N 0 POA7 80710 - SET OR E700 nolo Nona& A • TE TAP-aP1P \ POURED CONCRETE OR CONCRETE SLOW WALL `\ _1 SEE SCHEDULE FOR AOn. SEPkLITION 70 0IASS //////1//// POURER ...•JJJJJ CONCRETE B OR CONCRETE BLOC& WW1 W WALL MOUNTING INSTALLATION (D. M.) — SECTION $ SCALE : J/8 v 1 PRODUCT REVISED es =a plyin WWI Ow Florid* A9 4 770,7 Na ,03 ..1,eSr too* F.B.C,(Hlgh Velocity Humoone Zone) LO 0.050" BERTHA ALUM /NUM STORM PANEL Lem en 4/85/05 OATS EASTERN METAL SUPPLY, INC. 4258 SEMMES DR. WEST PAW SEAM R. 333407 AM IN 1 1 05 -078 O0AWLYO Ra DOT 4 OF 15 • ••• • • • • ••• • • • • • • • • • ••• • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • CONCRETE ANCHORS (SST SCHEDULE) C POURED coxraEre REVISED POURED 00 cG CONCAVE BLOCK WU REWIRES C CONCRE7E ANCHORS (SEE SCIESIME) WALL MOUNTING INSTALLATION SECTION Q SCALE : J/8 = 1' •• ••• • • • E A m SAY •• • 10 & t•OF68) • • • •• • • ••• •• • • • • • • • • NOTE FOR COMBINATION OF SECTIONS : WALL/FL00B /CERING MOUNVNC SECTION$ CAN BE • moos IN AMIWA7 TO SUTIOANY TNS AnON. • . •_ • • • ••• • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • • •• •• • • ••• • • POINT SOUD-SET OR ELCO ~emote PANQJNTE TM EUCO m 1a//emade PAISIIIATE PLUS 1 /1°I -2Q 9LmWALK BOLT oR • b / W/I /40-20 TRUSS 1570 BOLT + + fOLL SCHEDULE FOR SPAL100) POURED CONfEMTE REDNRED U/ a -20 a 1 • ^£SUS {y WAEC O 4 C. POURED CONCRETE OR CAVAM7E MOO( WALL REMAND C_ CONCRETE ANCHORS (SEE SCHEDULE) i sm* =sow FOR MIA TV GLASS WALL MOUNTING INSTALLATION SECTION I Q SCALE : J/B' I •+ + HE WHOM SEW 3/406 Ja7HlCK AS PER NOTES A2 & B N 2 (SHEET 7) A7 & NOTES A.2 & SHEETT er � 00 OR mate /ftmaIS PANFLIAIE PLUS 1/41110 SIDEWALK BOLT OR o W/1 /4 0-20 TRH BOLT + + ULE FOR SPAOINO) -� POURED CONCRETE REVISED POURED CR CONCRETE BLOCK WILL REINARED W j SEE SCHEDULE FOR AND. SEPARARON TO MASS 7/• P e 542' MVO NUT • EVECY Q C conc*Err ANCHORS (SEC SCHEDULE) RING J/J2• 7.Ar NUTS • ra o.c. WALL MOUNTING INSTALLATION SECTION 1 1 SCALE; J/B 7 1 1 ILECO nun TSS7NO & n0200at0 OONP wiTEA DOO B7/a Le j 44767 (� \ ^ —E A -- `\ POURED COIXRETE REOUMED I I \ \ \ \ \ \ \ \\ \ \�� sas SCHEDULE MR 7— Min SSRARAININ TO MASS 7 7800 NUT • EVEW STUD Coal AUER .0 u REWIRED I I I I 1 • / C ONCRETE (SEE 50HW41LE) � f -- ED. / EDGE OF 5148 IF APPLCABLE CEIUNG & FLOOR MOUNTINQ INSTALLATION SECTION 1: ea�uu�TeLeenB® ett*PkOsg Aatrbate fk*1 Qg0 Ea >.,.,,. E 0 • S64L2 : JIB = 1 F.B.C.(HIgh Velocity Hurricane Zone) 0.050 BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4268 0ESBT4A08 09. WEST PAUL B&WCIL R .607 MIT LE DRAWN BR A DA M 05 -078 a:asi >Me,7iiiiip e`nTaTn l OMNI 1111111EMININ simmanind Win d DRAW4YD Ke SNEX7 5 Of 16 P E N S R A ° n 0 ' i0 COMMIE ` 1 r TO — 2 MAX 1 EASTERN AILITAL SUPPLY, INC. 0207 PALM MCA FL 23407 xA • { 64 • OOEY1ix n/II li l O/D 6h :l1 I i/h4 CONCRETE POURED CONCRETE OR • POURED CONCRETE OR CONCRETE BLOCK WALL ECU= • • • • • • • • • • • • • • • II II u n 1 BLOCK PAWNOR* TO mucerre 1 1 • • & 2' TO CONCRETE I . WOW E000 awl ANELMATE TVAS memos (SEE SCHEDULE FOR SPAtsx0). re A .a� 1 , ELCO mole (SEE SCHEMES FOR SPACING). •• ••• • • •• • • •• gnu) O T 1Nf T ' 7 PQPJ • . •• SE ' TIO(t 1$ • . ••• SCALE : 3/6' e 1* • • • • • • • • • • • • • • • • • _• � •• ••• VEENHT Alaz ETOSTDO BRICK •• • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •e •. • • • •• • • •• • SEE R 10 GLASS - • • •• •.• A AP ROVING BRICK VEENER MONO 1/4 x J /4` BOLTS W/ 7,r0 J/J2 WA3 NUT • 12. O. C. memo r& AS APPUCAGLE 0 ConL Conk -0 I E 0. = EDGE soma SNFEHS 10 & 11 N ID) —0 NOTE FOR COMBINATION OF SECTIONS : WALL MOUNNHO SECTIONS CAN BE COMBINED W ANY WAY >n SUIT ANY INSTALLATION. 810008D CONCRETE MIMED CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE FOR MIA SEPARATION TO GLASS 1/4' x 7 &&I & WING 7 �j1U10 l2'S0. C. POURED CONCRETE OR CONCRETE &o09 WALL REDLINED CONCRETE ANCHORS tur SCHEDULE) 1 1 MIRED CZAICRETE REQUIRED l �L G C► a INC SEP T b 2005 61 « 57 CONCRETE ANCHORS (SEE SCHEDULE) GLASS � T� EVISTWO I TO GLASS POURED CONCRETE OR CONCRETE BLOCH WALL REQUIRED ( ANCNORS WAR 2/7 r I /4° 0 -20 x 1 / 55.0.5 0x / 0. 0. WNW Coot 101101L.144 SECTION 148 WALL MOUNTING INSTALLATION$ SECTIONS 14 SCALE : 3/6 = 1" INSTALLATIONS VAUD FOR PANELS® USED SAINTLY BLE' WITH INTERIORLY REMOVA PANELS .775 Ammo RENOYA&B PANEL/ W/ SIOEWKX SOLTS ZEE DDETAI.. 2) 10112)71,0U D/B`0 0 0 0.0 & MOWED 7/B'0xJ /J2 16'0 N41T • EVERT SIDEWALK BOLT. HOLES AT AT REAR eOTT= sa cs@: ioS tith the Roan edam Cod(' Acceplmosc AHo •7 �. &a Deft 200 A TSna4 F..B.C.(H)gh Velocity Hurricane Zone 0.050 BERTHA ALUMINUM STORM PANEL L.a. DRAWN 50 ./58/05 0475 05 -078 DRONE No MET 6 OF 15 D CONCRETE CONCRETE ANCHORS (SEE SC HEOHA.E ) SFE SCHEDULE FOR SERARATION TO MASS ' Arm' fair •e• a4 Cart . 1875' • VV r ; al� �, it YI:+YII� • • • .1875 II .•50. 07 •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • L 0 Cant 7/6' I r J/Tl' WINO NUT 0 EVERY STUD 0 12' O. // D / / // I //1(//7/7/ � . 5 Of REWIRED I I 1 •-f % APPL fU1B1E CONCRETE ANCHORS ' (SEE stool LZ) E D. 1011,01 _114 SECTION 159 CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 14 SCALE . 3/e' a 1' 1 SS 9 Mts. I.IL pAgrad 7HHRU NE1' Nat • • e' a4 w/ 1/ -20 REAR ha/ .; ;n a . • • • • • �• • • I •• • • I • • ••i I I I I /,0' tar •e• • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • •• •• • • CONCRETE )_ POURED CORCRE7E 1 I RIMMED rEQ'Trr°' --IsfaVAZ707 TO CLASS DETAIL Cant . 1_ POURED CONCRETE - I REWIRED COACRETE ANCHORS (SEE SCHEDULE ) REINNABE INSTALLATIONS VAUD FOR PANELS ® USED . J INTLY WITH INTERIORLY REMOVABLE PANELS 11 E D. - X0005 D67ANCE fff 1 & 11 OF s 78) Cant 7/8' r r JA9' EVERY STUD 012' 1 EWE OF E D.— i au7t?IORLr REMOVABLE PAIN. lo SW7WALN B0.rs DET 2) 70 / 111071 s/6'0 HOLES A7 0 e' 0.Q & FASTENED AT REAR W 7)03 WMt; NUT 0 EVERY 502704117 BOLT NOTE FOR 001181NA1ON OF SEC7HGNS PLCOR /CEUUNG 1401010•0 BECKONS CAN BE COMBINE0 IV ANY WAY TO SUIT ANY INSTALLATION CONCRETE ANCHORS X (SEE SCHEDII£ )� ^ —E •-- REQUIRED FaURED \ } 1 \.\\\ L 77 70 MASS 4ieYC I r • � STUD 0 13' a 4 1 Ara ® L ALTER 1.. I 7 i // / / /7 / / / / / / / / / /// // % POURED L 1 1' RE iRm �h -ED.%I SECTION 16A SECTION 168 In REMOVABLE PANELrl w/ SOEWALK 80L75 1 E DETAL 2 ) CEILING & FLOOR MOUNTING /N$TALLATIONS A SA ,A_:!, ) 0 0. raw SECTIONS 16 0 0546.4 7.17 507.7 SCALE H J/8' w 1 • PRODUCT WISED asanm0lyingw40das MI& T4idingCode A No . 03 Es..,... • • '.7LYlfi Or L "' . Divistaa IL ECOINC.\ nLUT =MO t 01411010040 *ammo MULE )\ =VCR= ANCHORS 1 71870 E RE ED I - II -ED.� SEE WHO= FOR I— 10 GLASS AM DETAIL 2 n 7/6' P r WINO INN EVERY STUD • I?" 4 Cent EOOE OF AL1ERNA7E LEG ' SLAB , F LOCATION i/ II / // // /////////t, // � I CMCRETe moons _ 1 1 1 / ROMEO (= SCHEDULE / F..B.C.(HIgh Velocity Hurricane Zone) 0.050' BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4288 WF57ROM4 OR Wk47 PALA1 BFAL04 FL 13407 am0 IININCIMOD — ac 07 -1 r L a a0AWR BY. 4/28/05 DATE 05 -078 DRAW S& Ate 00WF 7 Is 1s 0 1I11lIIYII1®1 111111il11 I1l1iI111 0 ( II INTEIORLY SIDEWALK BOLTS (SEE DETAI + 1 1111111 "111.111° 2/7, 1/14) CONNECTED O.0 NMI 5 /B "0 HOLES AT ® O B° & ° O.0 " FASTENED AT REAR W/7/8 0x3/32 N1..1111111111111 � 9lB `"' NUT ®EVERY SIDEWALK BOLT. • • • • • • • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • SECTION B —$ SCALE : 1/8" = 7` 64NOLEE) BUT NOTCHED EA CORNER 0 BOTTOM AS SHOWN. 14A/6, 15,169/7 15,16A/7 1/4 5S S IDEWALK BOLTS SEE DETAILS 2/7, 2/15. 149/6, ORO OR 149/6, 15,188/7 CONCRETE ANCHORS (SEE SCHEDULE) 14A/6, 15,16A/7 INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y •• ••• • • • • • •• SCALE: 1/8 1" • • • • • • • • • •• ••• •• • • • •• (WHOLE) 3" 7 71717. / IL EC0 me. \ m om. -'� TILL11' 7E8181O A' LH00VY0 COltPAM' ' SEP *$ 2005 .' "" cr AW/wd� PRODUCT W1VI ED as Iz ! ND via aye Wow A MF —O ? • 8 1,13: % F.B.C.(Hlgh Velocity Hu17Tcane Zone) 0.050° BERTHA ALUM /NUM STORM PANEL EASTERN METAL SUPPLY, INC. 97S7 1 00 Si 1 FvamO 1 Fat I AM • 1 0047140 1 Fm t.o. 084.0 en 4/88/1 Dar 05-078 DRAM No OW 03.41t MAX : _ MON 8 O' 15 • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • ••• • • •• •• • • • • •• •• • • • • • • • • • • LMKMUN OE ON PRESSURE ROM W (Pal.) Mtn PANII LENGTH (2) (SEE SECTIONS) WI MUO SEPARA7/ON CIASS 'AMICABLE O JD SECTIONS / • ANY CONB1N4170N OF THEM +650, -77.0 8'-0 OR LESS 2 1/4 1 THRU 8 +65.0, -77.0 9' -0' OR LESS .3 11/16` 1 THRU 8 +654 -72.0 9'-0` OR LESS 3 1/2' 11 +824 -73.3 10' -0' OR LESS J 7/8' 2, 6, 7 & 8 +63.5, -63.5 9'-0' OR LESS 3 1 /2' 9, 14, 10 +85.0, -65.0 9'-0` OR LESS J 1/2' 12, 15, 18 +63.5, -63.5 9' -O' OR LESS 3 3/4 13 CUT 5' x4 ° x.125' 3105 -1114 OR 6063 -16 ALLOY Cont. Alum. MOLE CASE A (Plan) SCALE 7/4° = 1 1' Man. 1/4' 0 BOLT • 24' 0. C. W /,NL'54UT ,CASE B (Plan) SCALE: 1/4' • 1' OR «NC BLOCK WALL REWIRED COH0IETE ANCHORS • 12'O. C. 4'x °x.072° 2103 -1114 OR 6083 -TE ALLOY Corst. Alum. ANGLE 2' or J' x .093' 3109 H -I4 OR 6083 -15 ALLOY Cont. Man A40IE WIN ANCHORS • 12' 0. G. HALF PANEL 1' x 2' x .055' TO ?' x 9' x .055' Coed. Alum. ANGLE OR .060' 3105 -11154 SHEET METAL Almon BERT PLATE • • ••• • • • • • • • END CLOSURES DETAIL • • • • • • • • • • •• ••• •• • • • •• • - • • • • • • • • • • • • • • • • • • • • • • • • • • • A. • -A • - • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • •• •• • • • • • • • • • . . 3 1/4' GAP CASE D (Plan) SCALE 1/4' • 1 WALL 6804 E0 I^ ?.500 Min. 12 0. 2.50 . ALTERNATE LEG LOCATION CASE C (Plan) SCALE 1/4' • 7 POURED CONCRETE OR CONCRETE BLOCK WALL MOONED MAXIMUM DESIGN PRESSURE RATING "if" (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH L" SCHEDULE IL ECO INC. \ WW1 Tomo • 81101.141201510 COMPANY TER A. 114 . 11/110,1=41.33/66 SEr d Y 2005 RaL ,L L % Jr. 87 mum. nvoists) B eam7 ev7th 9t0 Hama Ba90t+ C u irl tapka unru N L? � ; 'L.�Sd�e8k0 F.B.C.(N)gh Velocity Hurricane Zone 0.050' BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4259 085040808 DA NEST PAW 881014 R .3407 48 " 1 L : -T I,/ 848 1946 r NII • - - LQ 094•97 en 4/56/09 DATE 05 - 078 DRAM No SH ET 6 0P 15 ANCHOR NPR Ate SPA0140 NA2.A &MAC a Or 01P-0172., A180.01 PANFUTAIE PL08 JAI' CAIJC -IN 29• SOt81 -SGT yy. • MArnfrIM' DESIGN PR8URE RAMC 9 r (pad) AN7 Cl1RREQDQ Pjl 1f4XAt/nt ANCHOR SPACING SCRIM= FOR M rAUATtng M CfPNOMP 4W11 f'fTMMPTIR BLOCS STRUM= XN21W1 SOY fon r &LIR 8614 -813 +65..8 -86.0 Rome worts ID O0110 6 e" 12' fY 12" 12' 12' 78' 12" 12' 78• 8 1/2" 8 1/2' 7 1/?' WA 72' 72' WA 12" WA N/A 12' 12' 12" !/ 1/2' • 8 I/ " 71 r/2" 9 7/2' WA i t r/2' 8 I/8" Y 6' 6' 6' 6' 6' • l'4A 10 w6587 WA 8' N/A 6" WA 6' WA 8" N/A 6' WA N/A WA WA W4 8' N/A 6' WA WA WA 8' 41./2" WA WA WA WA WA WA WA WA WA 5 7/2" WA WA WA . 8915 -nor sof ro 0mour N/A 1/A WA N/A N/A WA N/A N/A WA ' N/A 12" 72" 11 1/2" WA 12' 18' WA 12" WA N/A 12" 78" 12" 12" 72' 72' 12' J 1/8' 72' I8" 4 7/2' N/A N/A N/A N/A WA • N/A • 7D 144400' N/A WA N/A N/A WA WA N/A WA N/A 1/A N/A N/A N/A N/A N/A /8' WA 12' WA WA WA 12" 0' N/A N/A WA WA WA N/A N/A WA A N/A N/A 0600 PAWN 70 commas A' 10' /0' 10' ro• to° 70' /0" 10' 70" 6 I/2" 6 7/A' 0' N/A N/A WA N/A WA WA WA WA WA WA WA WA WA 11/4 WA WA WA WA 6' 4 7R" N/A N/A 70,41 r0 woofer N/A 7 1/2' N/A 7 I/2' WA 7 1/2' WA 7 1/2" WA ] r/8' WA WA WA WA WA WA WA N/A WA N/A WA WA WA NA N/A WA N/A N/A WA WA WA WA 6' /1/4 WA WA WA 00X-& 76 wows 8' 72' /2' 12" 18' t2" 12' 72' 72' I2' 7 7/?" 7 1/2" 7" 72' I2' 72' 12" 12" WA N/A 1 2' 72' 12' I2' 7 1/8' 12' 7 I/2' WA 12' 7 1/8' r 6' 6' 0' 6' 6' 8' wow M00348 998101T1a & A - J 1/A' 10 snow WA 0. N/A 0' N/A 0' N/A 8 " N/A 0' WA WA WA e• N/A 8 6' WA WA WA 8' 6 7/2' WA N/A WA WA N/A WA WA WA WA WA N/A 6' 0200 -err 70 mem N/A N/A WA WA N/A N/A N/A N/A N/A N/A N/A 10 1/2' 10 1/8' 79' N/A N/A 72 N/A WA N/A N/A WA WA N/A t0 I/2' N/A N/4 N/A N/A N/A N/A N/A N/A N/A 8 1/2 9 7/8' 12' l0 ma&ar WA N/A WA N/A N/A WA N/A WA WA N/A WA WA 12' WA WA 12' WA Wa N/A WA WA WA WA N/A N/A WA WA WA WA . N/A WA N/A N/A WA N/A 19" Arm 10,E 8' 12' 12' 12' /2' 42" 12' 78" 72' r8' a 7/2" 8 7/2' 7' 72' WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA N/A WA 8' 8' 6' 6' 6' 6' ID swot N/A 7' WA 8' N/A 8' WA 8' WA 8' WA WA WA 8' N/A A WA WA WA WA WA WA RA WA WA N/A WA WA WA WA WA N/A 6' WA WA N/A 8 poem= l0 0010*711 J f/2' 11 / 1° I1' I1' 17' 77' I/' /7' 17 1/2' 17 1/2' 70 1/2' 8' 12' 72' 12' 12" 72" 72' /2' 72' 12' 72' /7 7/2' 12' 71 7/2' r 12' If 7/8' 4 6' 8" 3 112' ro *sew NA WA NA NA NA 8" 8' WA NA WA WA NA WA 11/4 NA WA moues pus 70 mom NA tr NA 72' 79' 12' 12' 72' 12' 12' 72' 17' WA WA WA 7 1/9' 7 VII' NA NA WA WA WA WA WA WA WA NA cavoRm WA NA WA WA NA WA NA NA 12' WA 72' WA fr 72' WA WA NA NA NA NA NA WA WA WA WA ILA WA NA NA 7 7/2" 5 112' NA NA NA NA NA NAI NA WA WA Newels 10 stave a AN? affsofeat or mom 1 (801104 2 03017010 J (8071010 4 OUP) 4 (807701A) 5 7007024 8 (8011070 7 (10P/801001) 9 OOP) LI MR) 17 marrow 14 (TOM !OA (71011010 148 (80777170 72 (8071120 18 (1058 104 (110710m) to ammo 16 0129 MA (BOTTOM) lea (MIMS 2 91011010 6 (8011010 • Y 71r 8810118.8 1176 FULLOwitia WO AMR sNALL NOT 112 LESS MAN OWN SPA2N4 MICA FOR RAM ANCOR rtFE AT RIONORS LEGEND. • roma .78 • .80 00 0 PRODUCT REVISED Buidial Cede AussIzmitato0 -0 Sor don Dan Mart Hy F.B.O(HIgh VelociO, Hurricane Zone) 0.050' BERTHA ALUMINUM STORM PANEL m g Dv , EASTERN METAL SUPPLY, INC. 4268 WESTROAOS DR. KV PAW BEAM 33407 181887 t0 Or 75 ANCHOR TYPE MOW AMMAN MOO FM 6 A- 3 I/O' A 18n. MOIR MOM - T NIILS CF T PAYE TA OR f% PI M CAU7 -IN Me MOM 28" 00L9 - 621 ST G' A°-OR7 3.5' MArtml 0 2904 M !O • 04,3) MOW AMMAN MOO FM 6 A- 3 I/O' A B APPLICABLE A'W 0223001101 OF r709 WSW PA1m7. MOM t' 0t) A!@UI.M mum-9 S44 Me MOM 0112-01 2 ffif ST G' A°-OR7 FAMOUB4 PMtrMATE PUS 410 93 METTN1 7o Nor 10 t m UMW 79 75N 6 74 mom la MIME re wow 1a 104*097E To Mt4G 0? 10 ON. 476 10 9470146 70 OOIa14S76 75 asset 1a 720480.7E 10 asses la Manor 10 messy +B5.0 -77.0 8' N/A WA N/A 3' N/A 8' N/A NIA N/A 3 1/2' N/A 2 1/2" 71/9 N/A N/A N/A N/A 7 (70P) 9' -0' OR LESS 72' 5' N/A N/A 70 8' 7T' 7 1/2' N/A N/A 12' 6' 9 1/2" 9 1 /2' N/A N/A N/A N/A 1 (BOTTOM) 12' N/A N/A N/A 10 . N/A 12 11 /A N/A N/A 12' N/A 9 1/2 N/A N/A N/A N/A N/A 2 (/OP) 72' B N/A N/A f0 6' la' 7 1/2' N/A N/A 72' B 7/2 9 1/2 9" N/A N/A N/A N/A 2 (8017041) 12' N/A WA N/A 10 N/A 12' N/A N/A N/A 12' N/A 9 1/2' N/A N/A N/A N/A N/A J (TOP) 72' 8 N/A N/A 8' 6' 72' 7 1 /2' 71/A N/A 12' 9 1/2' 9 7/2 9" NIA N/A N/A N/A .2 (8017010) 12' N/A N/A N/A 10' N/A 12' N/A N/A N/A 12' N/A 9 1/2" N/A /4/A N/A N/A N/A 4 (1721) 72' 5' N/A N/A 8' B' 12' 7 1/2' N/A N/A 72 6 1/2' 9 7/ ' 0' N/A 1F/4 N/A N/A 4 (BOTTOM) r2' N/A N/A 74/A 8' N/A 72' N/A N/A N/A 72' N/A 9 7 /2° N/A N/A N/A N/A N/A 8 (TOP) 12' 4 1/2' WA N/A 7' 8' 15' B° N/A N/A )0' 8' 7 1/2' 7 7 /2' NA N/A N/A N/A 5 (807109) 7 N/A N/A N/A 4 1/2' N/A 6' N/A N/A N/A 7 N/A 8' N/A N/A N/A _ N/A N/A 6 (TOP) 7' N/A N/A N/A 4 1,/e N/A 8' N/A 9' N/A 7' N/ A 8' N/A N/A N/A N/A N/A 6 (BOTTOM) 8 N/A «/A N/A t' 17/9 8 1/2' N/A 9' N/A B' N/A 4 1/2' WA N/A N/A N/A N/A 7 (TON/ 071010) N/A N/A N/A WA N/A N/A 12" 6' 72' re 72' B' 8' 6' N/A N/A N/A N/A 8 (771 /B077031) +BSO. -720 6 1/2 N/A 12" N/A N/A 1/A B° N/A 9 1/2" N/A N/A N/A 9 N/A 8' N/A 7 7 / 2 ' N/A 7 (717'/8011134 8' OR 1655 N/A N/A N/A N/A N/A N/A 12' B' 72' 12' 11/4 N/A 12' B' 12' 8" N/A N/A 71 (7771) 12' 5 1/2' 12 70 1/2" 1F/A N/A 12 8' 72' 12' N/9 N/A 12' 9 I/3' 12' B 7/2 ° . 12' 7' 77 0801(010) B' N/A N/A N/A 6 N/A B' N/A 72' 12' B' N/A 8° N/A N/A N/A N/A 74/9 2 (TOP) 9' -0' ID 10'-0` • B' B' N/A N/A 8 5 1/T' 6' 6' N/A N/A 8' B' 6' B" N/A N/A N/A N/A 2 (808010) 9' N/A N/A N/A 4 N/A B' N/A N/A N/A 6' N/A 9' N/A N/A N/A N/A N/A 6 (07 +620, -73.3 8' N/A N/A N/A 4' N/A B' N/A B' N/A 8' N/A 9 N/A N/A N/A II N/A 71/4 8 (80809) 8' 7744 N/A WA 9' N/A 6 N/A B' N/A 8 7 /2 ° 7144 4 N/A N/A N/A � N/A NIA 7 (0P/1107103) N/A N/A N/A 7a/A N/9 N/A 8 6" 12' 12' B" B' 6' 6° N/A N/A N/A N/A a (177+/80809) N/A N/A N/A N/A N/9 N/A N/A NIA 72" 12' N/A N /A N/A N/A N/A N/A N/A N/A 1 0(10 ) f0 (TOP} 11 (TMP/507 MJ Sas. * ( Acme ANCOR MONO ARE tlei0 � ANCHOR 5P Br .104.294 J 1 49 aa Of POI1�N 717070 S Yoe nos 7709 1 21 094070 040776 08747711. U280 FACTOR 9712 NOT BE LESS TAN MINIU t SPACING mom FOR EACH 97150N 161E AT MOORS 160AU AC71M1 E • .7' MAAR SSC NM" PP • •A �.(� • • • • • 4, • • • • 7• ••• • • 2 7/2' • 2' • ••• ••,77• • .80 CKN -9 .75 .50 SOL7 -637 ,78 Cr GP -9171 1:00 .60 • • • • • • • • • • • • • • • MAXIMUM DESIGN PRIISSURE RATING "lr ; (y st f,) AND CORRESPONDJNO MAX/M= ANCHOR SPACING SCOMUi.R FOR JJVSTALIATIONS arm COM'I T API(ZO*17NNTiq BLOCK STRUCTU$ • • • • • • • • • • • • • • • • • • • • • • • • • .• • • - a • ANgiraLLMIEND P T6 ... 2005 81.1.17 1387040 tr m Ca9PANr MSS Zil m (sJR+1^M g nat 1100104 UV N P6 E D. EDGE DISTANCE Pb9'E[1II1S:8' PAD 9s somry w[S°v tkO Y+�ed89 73ak7fEt77 Cade Aa4Ulstice N9 O . O; 470 •ate ' .; I F Zao9 F.B.C.(Hlgh Veloolty Hurricane Zone) 0.050' BERTHA ALUMINUM STORM PAN& EASTERN METAL SUPPLY, INC. KV 774716 Meg n 33407 12. 004877 819 9 DAN 05 -078 !o mew No warm AN NB r =V= par aw w -tar I 4/e - 1 4 war 71 or rB • •.. • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • THREADED ALTERNATIVE 1 4 MG SC<tEMS - Min. THREIDEO FINETRIToON • Y/DWIDIN OF PLANE ALTERNATIVE 2 i /4' 0 1.40 SCREWS 6 6" 0. 0 W/ l 1/2" MM. PENETRATION TO $ 80D HATER. 7/e'/X DM NUT STUD 7 E� STUD OPAL • • • • • •• • • • ALTERNATIVE NOTE FOR COMBINATION OF SECTIONS: WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY 7D SUIT ANY INSTALLATION. • NOTE& 7. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, - 72.0 oaf AND PANEL'S LENGTHS UP 7O 9'-01 EXCEPT AS NOTED. 2. NEW 2" x e" R T. TO BE SOUTHERN PINE No. '2, SURFACED DRY WITH • 19 % M. M 0 W/ SPECIFIC DEN517Y OF 0.55. • OR i 2, NEW 000 SP OF O M 7O BE SOU NV THER • - ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS SECTIONS A SWF A 1i+ 4 1' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS / IL ECOINC\ . 7 Aso n.a p IN � E p B p RLVODO / Y � P ^�'� PICe, + liWi01. !1516 , (J®j911 -16.41 SEP Tb 2005 WgT1Ep 110013e nA4ID1 Lk /{.4167 0. A r . LON0 BRASS W/ 1/h20 2 " 11 USO12°0C. FOR pAAW UP f0 5 -9 AND 0 0.Q FOR SPANS LIP TO 0-0" Moo. OR 7/4 o-20 ELCO mar/ ama/ PANDAMTE 012' a a W/ mo SPAN Le TO 9-0. PIDIEIRATir ALTERNATIVE $ .. III ,0:».x2 I o I •. 0 400WID774 OF PLATE e a 1/81/1 = r ass 15 12 0. FOR SPA UP TO e' -9" TO 9 --0 M O Q ,LO1/4 �' L � 0 -20 ELCO aysteww PA WLAiATE 0 172' a a W/ Lye e WA PENETRITAY • SPANS UP TO W-0. PRODUCT REVISED as ma:03442 WA life MlaNda Du611ig ALt ith.02f1 05- ' ;7LZ1 F.B.C.(HIgh Yeloclty Hurricane Zone) 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. WEEP7.427 MON (111407 aW 7.0 091WN SW 04 05 -078 92488^15 No 1 •D a3-141 14/0/00 I i I 12 01 72 I• • •• • • • MC..a W; rr " D 1 1 D'REMIb PENETRATION • ITN OF PLATE • • • • • • • • • 14LIDIA4T/1/E: ,t • • • • • • • • • • • • • . •M • Al•• • ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• • • • ••• • • WOOD TRUSSES OR RAFTER 0 24' O. C REQUIRED • • • ALTERNATIVE 9A ALTERNATIVE 9 NOTE FOR COMBINATION OF SECTIONS: WALL/fL00R /CEIUNO MOUNTING SECTIONS CM BE C 1AI ANY WAY TO SUIT ANY IWSTALLATIOAL - t •• ••1 Ma • •• • • • • • • • • • • • • • • • •• • • • CEILING & FLOOR MOUNTING INSTALLATIONS' SCALE t 1/4' • 1' • •• • • • • •_ •• • • • •• 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, - 72.0 psf AND PANEL'S LENGTHS UP TO 8' -0 , EXCEPT AS NOTED. 2. NEW 2' x 8' P. T. 10 BE • • 18 A MI LL 1T/ SPECIFIC • • B. FOR 8,EV FRAME CONS • • • PAVE o. , / • x • • • •• -- • • •' • ••• • • • • • • ••• • • • • • • • • • • I ERN.pINE 140. 2, SURFACED DRY WITH - 04 0.8.5. WOOD R MEMBERS 10 BE SOUTHERN • • ••• • • • • • • • • • • •• •• • • 0000 SASSES OR WSW 0 24' R C REOLERE0 Y� ∎AstouY/1, mYII / /1 /I 4 � I1 II� •B' ALTERNATIVE 10 ALTERNATIVE 1 1 7' x 4' ASA (106J-T8) Alum. IL SE g B/tB'_m ii EACH JOIST: LOCATE SCREW AT 187010 > 0 00 MEMBER (2'dOn W ML THREADED PETE1RANOM ALTERNATIVE f2 * BOLZ ASS 7 /8V x 4/32' 012�0.C. 1/4' / 0 B° 0. C. W/ 1 ! ' INn. MIMED TON 0 E11041D174 OF RATE * VALID FOR Max. +634 -63.5 psf. INSTALLATION DETAILS ON EXISTING W000 BUILDING$ IL ECOnuc. •, SEP .1 6 2005 "au L M ,s7. WALL MOUNTING /NSTALLA770/V SCALE : 1/4 • 1' ALTERNATIVE 14 Cent 1/ 0 LAO 0 B' O. C W/ Men;AlhoNO2. 0 NWWID174 OF PLATE F,B.C.(High Veloc @y Hurricane Zone) 0.050 9ER7HA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4208 8. •707 RAW 8EA0.4. 71. 0 33407 • ae 63741 LQ MAW BW x/05 947E 05 DRArm• He . 11 SNOT 13 BF 15 1/4'0 S,4. LAG SCREW • W 7I ' SEE SCHEDULE FOR LOA. SOMRADON 70 MASS 2' x 8 DOW DECO ALLOWED) 7/8 x 5/32 WINO MIT • EVERT ,5 0.0. 0 ALTERNATE LED LOCATION\ ,2.125 ALTERNATIVE 15 1/4'4 S$ LAO SCREW • } 1 ED 0.11 W X 1/2' UIn. ALTERNATIVE f 6 * CEILING & FLOOR MOUNTING INSTALLATIONS SCALE : or - 1' NA pR OTTE/FFOR COMBINAn =TIM OF TIOn cAHIS' INcEiLNC MOUNTING SECTIONS CM BE NED ANY WAY TO SUIT ANY INSTALLABON. — - -- - - • • • • • • or • - - �_. • RTES: ••• •• 1. NSTAL3AT10NS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +85.0, -65.0 DV AND PANEL'S LENGTHS UP TO V-0", EXCEPT AS NOTED. 2. NEW 2'x6'1 T. 70 • 19.11 M. M.C.my • •3 FOR •2 WO4D F • • WOO REAR STRUCTURAL ADEOLIACY OF MONO WOOD HEAR To & CL1 MED BY RENsTERED ENWNEER OR ARCHITECT PRIOR TO SHUTTER DISTILLATION. • • • •• WOOD HEADER RLITIMED IMOD PLATE 1 7/8' ATM PENETRATION COSMO 2 ° 4' SR7DS 0 78' DC. No. RE0'D 1 7/B' Alfn. PENE7RARON 1/4 460 male PANEU.TE 7YAS ANCHORS 0 4 7/2' 40 10 WSW° PLYWOOD SOUMERN :� QQ 21+E Na. 2, SURFACED DRY 10771 DENSITY NSIRUCI7ON4WCO MEMBERS TO BE SOUTHERN DENj17Y Di o.S4.OR•EOUAL. • • ••• ••• • E71S7D 3 Sn01 ANG1lAY & AS APPLICABLE SEE Srdl6D12.1 FOR NM. 10 MASS EXISTING ERA= VEASR l ==. , A S / PER K SECTION 2589 OF YNE WWI FL. BU991NO CODE ,ALTERNATIVE 17 * * VALID FOR Moo. +63.5, -63.5 paf. alma max SaL BUILD—OUT INSTALLATION SCALE : 7/4' - 7' 1/4'448 400 mole PANEWA7E 71748 ANCHORS 0 ir�0.m W 7 7/0' PM WOOD HSWER. 1/4 0 -20 x 3/4" BoLIS 0/ 7/811 2/32" WIND Nur • 12'O. G ALTERNATIVE 18A * IL ECO INC. miff 1E8nND • 869DffiERD0 D7 C � 0MPA p �l9 tar SE ay. 6 'LU9 ` nom 1� X44 P. WALL MOUNTING INSTALLATION SECTION 1$ * VAUD FOR Mox. +63.5, -635 pat. SCALE : 1/4' - 7' INSTALLATIONS VAUD FOR PANELS ® USED OINrLY WITH INTERIORLY REMOVABLE PANELS'® F..B.C.(H/gh Ve /ocRf Hurricane Zona) LQ DRAWN 817 74 0.050' BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. W� PAW TIMMONS PI. a ye 1 De4RD• 1 2m 1 •c. 1 eeFam. L evs 05 -078 CRAWMJ No &D 05 -741 AOAS : 1 _ _ SHAT MOP 15 • • • • • • • • • • • • • •• •• • • • ••• • • • • ••• • • • • • •8• • • • • • • • • • • • • • •• •• ••• • • 1/4 ° 0 S.S. LAS // � SCREW ® 4 F7WEAOED MORMON 0 878 SEE SCHEDULE RJR AEA SEPARATION TO CLASS 7/8' 0 x 3/31 WINO NUT EVERT 5100 011 o. c. 0 • BEALEPt• :t' • • • 0 QI CaIL 7 N 6 MIT 0 EVERY SKI9 07r 0. a 0887. LEG LO I.I 0 SOW STUD o12'ac. s ILECO 7114M At TOMDIESIMMO COMPANY pLpER O 7D/1 87t8 W rL0001 tla ®,LEIS 71A CMt 1 iM sin wow I Cont. LEO LOCATION Li 0.050 BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. WEST PALM BEISL PL PL 33497 ro a_ 889 8V. =NM 385.67 1 /4b LAC SCREWS 0 4" O. W/1 1/2" MIN 0838)0E0 PENETRA003 • 1/4 44 5988815 10877. W/3 4' Y 90T1E0 DEAD. REED JO ) TIWU PAY N01S" 0 VAC W /1/4 -80 0? MD R •• • • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••0 • • • ••• 1/4 ° 0 S.S LAC SCREW O 4" oa. W/1 1 MN. &R&M TON WOOD BEAM ft FJOSJWC 875 B IMnIRAL � L ADODUACY OF • TO 82 CERRETED 0 TO SHUTTER ARCHITECT T P R (+) •70D DECK RECUSED NOTE r w • • • • • • • • • • • • • • • • • • • • • • • SEE SCHEDULE FOR MM. SEPARATION TO CLASS DEMI. 2 1/411 LAO SCREWS o.o 1V/7 7/2" AWE 0138)0D ° PIDE7RA8ON ALTERNATIVE NA ALTERNATIVE 198 CEILING & FLOOR MOUNT N0 INSTALLATIONS SECTIONS t$ SCALE : 7/4' m 1° I + ALTERNATIVELY, LLOW LUN TRACK S P IM DETAILS ON ALTERNATIVE 94 SHE£! 75 OF 71. INTERIORLY 3707888E PANQ ©W/ soma 60L7sJ DETAIL 2) TO (J 7NRU 3/8'0 7 /4b LAO SCREWS 0 4 1/r as HOLES AT 0 e 0.0 & FASIIDV£0 AT MIR W 7/8'00/32" 147190 NUT 0 EVERY SIDEWA7 (80LT. N010 FOR COMBINATION OF SECTIONS: PLOD CELLINO MOUNTINO SECTIONS CAN BE COMW10 IN ANY WAY TO SUIT ANY INSTALLATION 1/4 ss 140 SKEW ® TH 1 .a RP 1 • WM SEE SCHEDULE FOR ADA 7O GLASS W/1 1/2 MIN THREADED PENETRATION NOTE& 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO #65.0, - 65.0 psf AND PANEL'S LENGTHS UP TO 9'-0 ". 2. NEW 2" x 6' P. T. TO BE SOUTHERN PINE Na 2, SURFACED DRY WITH 19 R M. dL C. W/ SPECIFIC DENSITY OF 0.55. J. PINE NEW P 000 CONSTRUCTION. 7D BE SOUTHERN 0. DR 7 /4 5.3. LAC SCREW 0 4• as W/1 1//2' EON. j mom l 347708 WOOD � HE07)7889. OF DEWING WOOD 85.48 70 BE CERTIFIED ( 1 OR TO SHUTTER ARCHITECT 1111 710 7, +) a 1 r + 490 05 INTERIORLY REMOVABLE PANEL01 W/ SIDEWALK E07.70AIE 007RRD4. 2) TO ILD o/ 5/8 ° 0 HOLES AT 0 6" CC & FAS7 189 A7 REAR W 7/B"Ox4/Jr 5.070 MIT 0 EVERY &DENAL14 BOLT. scr SCHEDULE FOR MIA SEPARADON 7D 07855 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS DM a 7/8 0 If 3/.32 $7107 MIT 0 EVERY STUD 071' as • r 8" 9001) DECK REOLRRED 1 /4 LAO SCREWS 0 2' as 5/1 1/r MW. MEWED P585124TIOY ALTERNATIVE 204 ALTERNATIVE 208 CEILING & FLOOR MOUNTING INSTALLATIONS aaLoDUrr SECT10? 20 SCALE : 1/4" 0 1' Pg81E,�Ddg F.B.C.(Hlgh Ve%cfty Harr/cone Zone L.0. DRACO 819 D 05 -078 DRAMS Ha 18 OP 15 Customer Detailed Ship To Ship To # 011927 -1 ] C IMPACT SHUTTERS & GLASS 9465 NW 109TH STREET SUITE 107 MEDLEY, FL 331781234 Phone# (305)863-2727 Fax# (305)889-1983 Line # Description 001 French Door Series 750 Description: WINGUARD FRENCH DOOR Configuration: 3068 3 /GRYGGH7 /16 HL E A X Size • 37.00W x 79.7514 (size code: 3068) Size code : 3068 Door swi u wing Part to send : Complete unit Interlayer color : Clear Handle/Active door : Prep Only Side lite quantity : 0 Overall combined unit height : 0 Dade County : Yes Certification# : 07 -0103.02 002 French Door Series 101H Description: WINGUARD FRENCH DOOR Configuration: 32X 79.750W /CLR GH3 /8 Size : 32W x 79.75H Active r (OSL : Hinge / Active Left InterLayer Color : V11bii _ Sill Type : Exterior threshhold Active Handle : Prep Only Colonial style : No Colonial SideLite Quantity Sidelite lites across : 0 DP Calculated - : 75.00 Ordered : 1 Active Door (OSLI) : Hinge / Active Le Frame color : Dark Wglaut Inboard color : Gay_ Hardware color : No Hardware Configuration : X Side Lite width : 0 Calculated DP + : 70.00 WHL E AH2 2 Unit Configuration : X Frame Color : White Inboard Glass Color : Clear Part to Send : Complete unit Active Deadbolt : Prep Only Overall unit Width : 0 SideLite Width : 0 Sidelite lites down : 0 Certification# : 07- 0629.10 Description: WINGUARD FRENCH DOOR Configuration: 31.750X 79.750W/GRY GH3 /8 HL E AH2 2 Unit Configuration : X Frame Color : White Inboard Glass o or: Clear Part to Send : Complete unit Active Deadbolt : Prep Only Overall unit Width : 0 SideLite Width : 0 Sidelite lites down : 0 Size : 31.75W x 79.7511 Active aaR1'f t : Hinge / Active Left lnterLayer Color : Clear Sill Type : Exterior threshhold Active Handle : Prep Only Colonial style : No Colonial SideLite Quantity : 0 Sidelite lites across : 0 DP Calculated - : 75.00 Certification# : 07 -0629.10 Customer Account # Retrofit quotes Phone# Fax# Quote # 1382269 Quote Date 07/01 /7008 Ordered : 1 • 003 French Door Series 101H Ordered : I _11 Type : X� Sill typal Exterior i or threshhold Outboard color : Gray Glass Tye : 7/16'Rin -HS Lami Colonist style : No Colonial Overall c�mbinea uhlrWkI% : 0 Side lite teight : 0 Calculati d DP - : 80.00 • Door St ing : Outswing Outboa} Glass Color : Clear Glass 1pe : 3/8 HS -Ann Lami 2-Poin ..ock : Send 2 -PT Lock Stands# I Center Distance : 4 Overall unit Height : 0 Sidelite Height : 0 DP Cat :ulated + : 75.00 , Door wing : Outswing Outboard Glass Color : Gray Gins hype : 3/8 1-1S-/M1 2-Poiri: Lock : Send 2 -PT Logk • • • . StandFrd Cente r 1]i ce : 4 Overa 1 unit Height :lens • • • • • Sidelite Heigrt•: •0: • • DP 4.1culated, + • • • • • • • • •• •• •••• • • • • • • • • • •••• • • •• • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • •• -- Pb • 74 070 U� 37x 7134 +7O CZA-s s • ADD /o /N W a7oGayie 3/ ./1/4 - 7 9 3 'r 7L 76 -- 7 ,f - C 44--SS CA-RA-1 I • • • • • ••.• • • • • •• • • ••• • • • .• • • • • •••• . • • • • • • .... .gl •• • ••e. • • • .... •.•• • • • • • • • • ogle. • • • • •o•• • • • e • • • • • • MIAMI -0 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION METR 140 WEST FLA (305) 3 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the materials. The documentation submitted has been reviewed by Miami -Dade Coun and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dad where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Da Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dad to have this product or material tested for quality assurance purposes. If this p perform in the accepted manner, the manufacturer will incur the expense of such immediately revoke, modify, or suspend the use of such product or material within reserves the right to revoke this acceptance, if it is determined by Miami -Dad Division that this product or material fails to meet the requirements of the applicabl, This product is approved as described herein, and has been designed to comply wi Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series FD-750 Outswing Aluminum French Door w /Sidelite APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & sheets 1 through 11 of 11, prepared by the manufacturer, dated 12/23/04 with revisi signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Prodii with the Notice of Acceptance number and expiration date by the Miami -Dade Co Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name following statement: "Miami -Dade County Product Control Approved ", unless oth RENEWAL of this NOA shall be considered after a renewal application has been no change in the applicable building code negatively affecting the performance of TERMINATION of this NOA will occur after the expiration date or if there has in the materials, use, and/or manufacture of the product or process. Misuse of this any product, for sales, advertising or any other purposes shall automatically termin comply with any section of this NOA shall be cause for termination and removal o ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Co by the expiration date may be displayed in advertising literature. If any portion of it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the m distributors and shall be available for inspection at the job site at the request of the This NOA revises NOA # 05- 0419.03 and consists of this page 1 and evidence pag well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Expirati App DADE COUNTY, FLORIDA ADE FLAGI.ER BUILDING LER STREET, SUITE 1603 FLORIDA 33130 -1563 -2901 FAX (305) 375 -2908 .buldingcodeonline.com of construction oduct Control Division County and other areas County Product Control County) reserve the right uct or material fails to esting and the AHJ may eir jurisdiction. BORA County Product Control building code. the Florida Building L.M.L 'de Lites, Impact ", n B dated 10/12/06, t Control Revision stamp ty Product Control logo, city, state and se noted herein. ed and there has been s product. n a revision or change A as an endorsement of e this NOA. Failure to OA. ty, Florida, and followed %OA i display ,.ttien • •• • • • •• • ••• • • • ufaeturrOr its uilddl'g•Official. • Eal - mod E, as o •• • •• •• • • • • •• •• •••• • .116:1A. No. 07- 0103.02 D$te: * 24.2D10 val Marc1115, 7 • • • •• • . rage 1 • • • • • • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBM11 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8000 -11, Sheets 1 through 11 of 11, titled "Alum. lites, Impact", dated 12/23/04 with revision B dated 10/12/06, manufacturer, signed and sealed by Lucas A. Turner, P.E. E. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading 3) Water Resistance Test, per FBC, TAS 202 -91 4) Large Missile Impact Test per FBC, TAS 2 5) Cyclic Wind Pressure Loading per FBC, TA 6) Forced Entry Test, Per FBC 2411 3.2.1 and, along with marked -up drawings and installation diagram of al configuration, prepared by Fenestration Testing Laboratory, In FM-4921, dated 07/17/06, signed and sealed by Edmundo 2. Test reports on 1) Uniform Static Air Pressure Test, per FBC, 2) Large Missile Impact Test per FBC, TAS 2 3) Cyclic Wind Pressure Loading per FBC, TAS 4) Forced Entry Test, per FBC 2411 3.2.1 and along with marked -up drawings and installation diagram of al configuration, prepared by Fenestration Testing Laboratory, T' 4527, dated 02/10105, signed and sealed by Edmundo Largaes (Submitted under NOA # 05- 0419.03) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, 3) Water Resistance Test, per FBC, TAS 202 -9' 4) Forced Entry Test, per FBC 2411 3.2.1 and along with marked -up drawings and installation diagram of al configuration, prepared by Fenestration Testing Laboratory, T 4528, dated 02 /14/05, signed and sealed by Edmundo Largaes (Submitted under NOA # 05- 0419.03) 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 2 2) Cyclic Wind Pressure Loading per FBC, T along with marked -up drawings and installation diagram of al configuration, prepared by Fenestration Testing Laboratory, T 4529, dated 02/14/05, signed and sealed by Edmundo Largaes (Submitted under NOA # 05- 0419.03) E.1 Expmi App ED French door & Side repared by r FBC TAS 202 -94 -94, 203 -94 AS 202 -94 um doors of OXXO ., Test Report No. aespada, P. E. AS 202 -94 -94 203 -94 AS 202 -94 um doors of OXXX t Reports No. FTL- ada, P. E. AS 202 -94 AS 202 -94 um doors of OXXO t Reports No. FTL- ada, P. E. 1 -94 203 -94 minum doors of WO t gepoots No. g'.TLs adapl?.'E •••• • . • Iue � Prudu f ct Go I II _ r I er 1 .. NU No. • 3.02 n Ijate:* F$bruary 20,2010 vej Data: Marcha$ .•. • • • .. • .. • • • • • • .E. PGT Industri NOTICE OF ACCEPTANCE: EVIDENCE SUB 5. Test reports on 1) Large Missile Impact Test per FBC, TAS 20 2) Cyclic Wind Pressure Loading per FBC, TA along with marked -up drawings and installation diagram of al french door, prepared by Fenestration Testing Laboratory, Tes 4530, dated 02/14/05, signed and sealed by Edmundo Largaes (Submitted under NOA # 05- 0419.03) 6. Test reports on 1) Large Missile Iinpact Test per FBC, TAS 20 2) Cyclic Wind Pressure Loading per FBC, TA along with marked -up drawings and installation diagram of al french door, prepared by Fenestration Testing Laboratory, Test 4311, dated 09 /01/04, signed and sealed by Edmundo Largaes (Submitted under NOA # 05- 0103.03) 7. Test reports on 1) Uniform Static Air Pressure Test, per FBC, 2) Large Missile Impact Test per FBC, TAS 2 3) Cyclic Wind Pressure Loading per FBC, T along with marked -up drawings and installation diagram of al french door, prepared by Fenestration Testing Laboratory, Tes 4312, dated 09/13/04, signed and sealed by Edmundo Largaes (Submitted under NOA # 05- 0103.03) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, 3) Water Resistance Test, per FBC, TAS 202 -9 4) Forced Entry Test, per FBC 2411 3.2.1 and along with marked -up drawings and installation diagram of al french door, prepared by Fenestration Testing Laboratory, Tes 4315, dated 09/13/04, signed and sealed by Edmundo Largaes (Submitted under NOA # 05- 0103.03)PGT Industries C. CALCULATIONS 1. Anchor verification calculations and structural analysis, comp prepared by A1- Farooq Corporation, dated 12/15/06, signed an Turner, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -2 -94 203 -94 um outswinging eports No. FTL- P. E. -94 203 -94 um outswinging eports No. FTL- , P.E. AS 202 -94 1 -94 203 -94 um outswinging Reports No. FTL- da,P.E. S 202 -94 um outswinging Reports No. FTL- da, P. E. Exp Ap g with FBC -2004, sealed by Lucas A. • • • .. • .... • • .... ... • • • oduet t entrol " NiiA No. 07 -r b3.02 n :)sdb nary 24, 2010 van late: iS,61107 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT ED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. f dated 03/04/04 and expiring on 03/04/09. F. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont d for "DuPont Butacite PVB Interlayer ", dated 01/05/06 and ex 3. Notice of Acceptance No. 03- 0415.13 issued to Solutia, Inc. f used for lamination of glass ", dated 12/11/03 and expiring on F. STATEMENTS 1. Statement letter of conformance, dated February 21, 2007, si A. Turner, P.E. 2. Statement letter of no financial interest, dated February 21, 2 Lucas A. Turner, P.E. 3. Laboratory compliance letter for Test Report No. FTL- 4921, Testing Laboratory, Inc., dated June 26, 2006, signed and seal Largaespada, P.E. G. OTHER 1. Notice of Acceptance No. 05- 0419.03, issued to PGT Industri 750 Outswing Aluminum French Door and Sidelites- L.M.I., a and expiring on 02/24/10. E -3 Expire A "Solutia Interlayers ", Nemours & Co., Inc. g on 12/11/10. "Vanceva Composites /11/08. ed and sealed by Lucas 7, signed and sealed by sued by Fenestration by Edmundo for their Series FD- roved on 06/09/05 • • • • • •• • • duel P Prodahogontrol • • ATOA No. 07-0 02 n Dete: ravel Date: March 8,3007 • •• • •••• • • •••• • •• • • • • • •• • • • • •. • •• • • • • • • • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) GLAZING .OPTIONS. A. 7/16° LAMI CON. TING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACI AFLEX/KEEPSAFE MAXIMUM. B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX(KEEPSAFE MAXIMUM. C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER E. 718" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE (3/16° A,.090 PVB, 3/16" HS). F. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/18" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/16" HS). G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3(16" A,.075 VANCEVA, 3(16" HS). H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3118" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/18" LAMI GLASS ASSEMBLY INSIDE (3/18" 1-18,475 VANCEVA, 3/16" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM 81300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3. CONFIGURATIONS: X O XX X■ Om XXX XXO, mot, OJ XXXX, XXXO, OXXX, OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X XX AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4.ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL- 4311, FTL- 4312, FTL- 4316, FTL- 4527, FTL -4528, tTL -4529, FTL -4530 AND FTL -4921. A ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ SECTIONS 6 PARTS LIST 7 EXTRUSIONS 8,11 ANCHORAGE 9-11 e*eDUCr REVISD msow*tpl E bthemow Balding Code � .� ^ � D 0 2. :XS ;" • • • •• • • • • • • • • • • • • • •• ••• •• • • • • • • • • • • • • • • • • • • • • 1970 TECHNOLOGY DRIVE rimes A.34275 • Fit • ama10 • FA Rendes o®rey to s • 1T=10 ; b r2A, wraefseerroeH ra »a a� iE raauaararemaaeorlouwlrL • f6H?AB • 9 7. 11WEd Oakk trOr en"dme ur r24 L T. • i - ♦ • P.O. &0,11 1529 NOKOMIa Fa 31274 Math!# Beds+ GENERAL NOTES AND DRAWING MAP ALUM. FRENCH DOOR & SIDE LITES, IMPACT Siorbsikdit FD7w FULL swe 1 d 11 P Z/2 (Vac LOOS A. Turret. P.E PE #68201 Mechanical • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR `INTERIOR GLAZING DETAIL SETTING BLOC /16" LAMI GLASS W/ PVB INTERLAYER • • • • •• • • • • •• •• • • • • • • • • • • • •�-• •• ••• •• 0•• •L. • 8tlr • IRIG • 12 L?/ -• L. • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -+--"- -7/18" NOM. i -0 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 3/18" HEAT STRENGTHENED GLASS 18" NOM. f 9 5 OR 96 r 5/8" GLASS BITE 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 5/8° GLASS BITE GLAZING DETAIL SETTING BLOCK • • • • • • 7 /8 "•LAMI4 I.G. GLASSW/ PVB INTERLAYER •••• w • N • • • ••. • •.,,,,* •m." • &Oen* • • • • • • F R. • M VP • A EWst8Ato VA f4TE A)H+GLA2JI DETAIL& •m•>. • i.• ••• • Fit OWN 8 NI aANGEM08H ET wad* Gtic /AMfmr EXTERIOR INTERIOR EXTERIOR 1070 TEOtBJO.OGYERNE NOKOW . 34278 F.G. BOX 1836 Mfg FL 34274 7/8" NOM. 5 f 7/16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075" VANCEVA INTERLAYER 3116° HEAT STRENGTHENED GLASS 93 OR 94 INTERIOR INTERIOR f 5/8" GLASS BITE ( GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS WI VANCEVA INTERLAYER 3/18" TEMPERED GLASS AIR SPACE 3116" ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER ► — 3/16" HEAT STRENGTHENED GLASS v— 97 OR 98 5/8" GLASS BITE GLAZING DETAIL SETTING BLOCK 7 /8" LAME I.G. GLASS W/ VANCEVA INTERLAYER - pc--37 GLAZING DETAILS A L UM. FRENCH DOOR & SIDE LJTES, IMPACT r`v7so ' FULL 2 " 11 I 800041 B PRODUCT REVI0E •a Plairlda d widlag Cade Aescceme. .r -71 Yr , WLSS A. Tawny, P.E. PE 888201 Mechanical TABLE 1. DESIGN PRESSURES FOR GLASS TYPES A THROUGH H A - 7/ ' LAMI (3116 "A,.090 PVB, 3116"HS) - 7/16" LAMI (3/16"HS,.090 PVB, 3/16 "HS) C - 7/16" LAMI (3/16"A,.075 VANCEVA, 3/16 "HS) D - 7/16" LAMI (3/16 "HS,.075 VANCEVA, 3/16 "HS) E - 7/8" LAMI I.G. (3/16 "T, 114" AIR SPACE, 3/16"A,.090 PVB, 3/16 "HS) F - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3116"HS,.090 PVB, 3/16 "HS) G - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16"A,.075 VANCEVA, 3/16 "HS) H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3 /16"HS) co La CONFIGURATION SINGLE X SINGLE X DOUBLE XX DOUBLE XX CONFIGURATION FULL JAMB 0 FULL JAMB 0 NARROW ,IAMB • ;ROJ 4 j 1 • NARROW JAMB 0 . ,NARROW JAMB .0 • ° • • ' ,ate • PX • 109908 • 8 • eswer 'ma •unBF Pmc • • • • • • • • •• • ••• • DOOR WIDTH 3" 3T' 3 " 37" 6" 71 314" 6 71 3/4" SIDE LITE WIDTH 36 11/16" 3611116" 12144" 11t1„6" • • •• 36 11/16" 3614/16: a4�e6A81: Otlr ItT • .1 • • • • • • • •• • • • • • • • • • • • • •• •• • ••• • • 0 A,E C,G C,G C,G C,G D,H - 79314" A,E +70.0 -80.0' C,G +100.0 =T00.0 A,E +70.0 -80.0 C,G +100.0 -100.0 6 793/4" +70.0 -80.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 %swot er raps 8a'.0 EALL GLASS TYPES a 8N RATION6 %ATE wILINir ma* 8190042 7 "- 83314" 873/4" +70.0 -80.0 +70.0 -80.0 +100.0 -100.0 +100.0 -100.0 +70.0 -80.0 +70.0 -80.0 +100.0 -100.0 +100.0 -100.0 7 - 83 314" +70.0 -80.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +99.9 -99.9 +100.0 -100.0 10707 OpVO a 71-51270 P.CL517X "MOW R $*274 V Better DOOR HEIGHT SIDE LITE HEIGHT 87 3/4" +70.0 -80.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +95.3 -95.3 +100.0 -100.0 Isilwabse FDNA FTL- 4311, 4312, 4315 UPGRADE FM-4311, 4312, 4315 FTL- 4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 FTL -4311, 4312, 4315 UPGRADE FTL- 4311, 4312, 4315 FTL-4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 91 3/4" +70.0 -80.0 +100. -100.0 +70.0 -80.0 +100.0 - 100.0 91 314" +70.0 -80.0 +100.0 -100.0 100.0 -100.0 +100.0 -100.0 +91.4 -91.4 100.0 -100.0 NTS 3 d 11 8" - 95 3/4" +70.0 -80.0 +1 00.0 -100.0 +70.0 -80.0 +100.0 -100.0 8 "- 95314" +70.0 -80.0 +100.0 -100.0 100.0 -100.0 +97.4 -97.4 +87.9 -87.9 MI :0 DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT It•.a,sa 80x-11 8 PRODUCT REVISED se templyleg with tae Florida gip• - O z Boo• ®am - r ill • JO Lucas A. Turner, P.E. PE NS8201 MechankaI 96 314" MAX. HEIGHT ALL 79 18' MAX. DLO ALL •• ••• • • • • • •• •• •• NOTES: • 1. CNF DRATI 01 AN • • 3.e0g VER • 41• • • • • spy • rm+ut9 Llos FX 7313/16" MAX. WIDTH —+j MAX WIDTH 37° 26° MAX. DLO ALL X UNITS • • ••• • • • • • •• x E•AA®.• • A• S OX OR X0 • • • • • •• • • • •••• • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • ••• ••• ••• • • • ••• • • 71314° MAX. WIDTH XX 110 518° MAX. WIDTH /i SIDEt1TES CAN -OR S CT I AND DETAILS SEE SHEETS 9 THROUGH 11. ONS SEESHgE15 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. • • • • UPON 6$rT NOT E92AID • ••• • NO CHANGE 77091SMET 1070 TECHNOLOGY OHNE NONOE98 FL 342A F.Q.S¢7f 1620 NOKOSNA R 34274 PAGT lFtrthb Berra 3811/16° MAX. 5" WIDTH 25' MAX. DLO 145 318° MAX. WIDTH OXO OXXO (SHOWING EACH VERSION SIDELITE) 0 (FULL JAMB) 0 (NARROW JAMB) EXAMPLE ELEVATIONS 3611/18" MAX. WIDTH 33 3/16" MAX. DLO ALUM. FRENCH DOOR & SIDE LITES, IMPACT NMI 4 d 11 �� 8000-11 B Lucas A. Turner, P.E. PE 668201 Mechanical • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VERTICAL SECTION A r VERTICAL SECTION B n `l NARROW AND FULL /1 O OUTSWING HEAD / JAMB SIDE LITE HEAD � j 1 -, 0 0 A 0 O O 0 `,.,,� _ 4 1101 0 4 OR 7) 0 0 ORIGINAL VERSION TOP RAIL ■ _ I li 21 ® 0 ALTERNATE VERSION TOP RAIL I II1I�._ L U O INTERIOR 0 0 4 � or MAX DLO EXTERIOR MAX DLO — EXTERIOR INTERIOR MAX. HEIGHT MAX. HEIGHT ORIGINAL VERSION BOTTOM RAIL PRGOEcr REVISED g •0481pbilft with the Markle Seldlag Cede 0 A 0 ALTERNATE VERSION BOTTOM RAIL • • • • • • •• •• • :•: •• VERTICAL SECTION C a ■ OR 2 1 Ii , -- i' f._ !*I VERTICAL SECTION D /r _ - NARROW - AND - BULL- - - -- -- • r t le M ` 2 / ( , • tAIMIB s pE kl € SILL : • • • • • 1 t1,40 1 l_ L "• " " ' T y AOK PL 30:75 aa KNOW, FL MN FP % ERT7CAL SECTIONS • 1701 M 7BZW7E RVAN BOTR711R% Bt MOWOit TM ALUM. FRENCH & SIDE LITES IMPACT Lucas A. nxrter,P.E. an■a.c •L T• ace 1 •f• • VLdb11 Better r DOOR b a f 1 Deafen. 800411 B PE MEW t hank• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • El iCiIIi OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE DETAIL G STILES AT ASTRAGAL 0 0 0 w4Lg - Plri w � il�� Iii ir =.ate • • • n1 + J lr r ' ' �I w • • �• • • •• : P• • \�J • (7 0 • •• • • •• SEE NOTE DETAIL H DETAIL K • NARF;OW & IAMB SIVE TE NINE - /Ay INII11GE JAI/I14 ; (NOT SHOWN ABOVE) 18.0•13:•..• • • 51! • 858AS• • A• 8 • • • • n NO s+se•T • • •• • • NOCHANGEDOSSHEET Nwed O)• OMe • RwdeNld PJL 1O`t2* Wm/ft balw Rafter • gesoaF DoY rhltl Oft *pox •12.'2x0! •L7! • • • • 1 7 • • • DETAIL J SLAB AT GLASS BED 1070 TECHNOLOGY DRIVE NO(, FL 84278 P.R HQX NIXCC• FL M274 SEE NOTE fi _ cis Anie INg' Ali(■ . `11 . 411 t' ism Viably Boater DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) INTERIOR EXTERIOR DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE JAMB S1DEttTE HORIZONTAL SECTION DETAILS me ALUM. FRENCH DOOR & SIDE UTES, IMPACT F D 7 8 0 11/2 ( 6 d 11 I ga4 8000 -1 NOTE: ASSEMBLY HARDWARE QTY (3).11° FROM TOP & BOTTOM AND ONE AT MIDSPAN B DUCT REVISED nattosCode Atatatne Rls r - • O atig zolo Lucas A. Turner. P.E. PE 068201 MeeheNOal • • - • ••• • • • • • • • • • • • • • • •• • • • • •• •• • •• • • • •• • • OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE DETAIL G STILES AT ASTRAGAL 0 0 0 w4Lg - Plri w � il�� Iii ir =.ate • • • n1 + J lr r ' ' �I w • • �• • • •• : P• • \�J • (7 0 • •• • • •• SEE NOTE DETAIL H DETAIL K • NARF;OW & IAMB SIVE TE NINE - /Ay INII11GE JAI/I14 ; (NOT SHOWN ABOVE) 18.0•13:•..• • • 51! • 858AS• • A• 8 • • • • n NO s+se•T • • •• • • NOCHANGEDOSSHEET Nwed O)• OMe • RwdeNld PJL 1O`t2* Wm/ft balw Rafter • gesoaF DoY rhltl Oft *pox •12.'2x0! •L7! • • • • 1 7 • • • DETAIL J SLAB AT GLASS BED 1070 TECHNOLOGY DRIVE NO(, FL 84278 P.R HQX NIXCC• FL M274 SEE NOTE fi _ cis Anie INg' Ali(■ . `11 . 411 t' ism Viably Boater DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) INTERIOR EXTERIOR DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE JAMB S1DEttTE HORIZONTAL SECTION DETAILS me ALUM. FRENCH DOOR & SIDE UTES, IMPACT F D 7 8 0 11/2 ( 6 d 11 I ga4 8000 -1 NOTE: ASSEMBLY HARDWARE QTY (3).11° FROM TOP & BOTTOM AND ONE AT MIDSPAN B DUCT REVISED nattosCode Atatatne Rls r - • O atig zolo Lucas A. Turner. P.E. PE 068201 MeeheNOal • • - • ••• • • • • • • • • • • • • • • •• • • • • •• •• • •• • • • •• • • FD7S0 DOOR(S) ITEM 1 DWG/ 1 8006 8010A 80040 8 8007 8009 8032 FRAME -HEAD & HN(IEJAMB our-SW INO SILL OUT-SW LNG SILL COVER DRIP CAP HEAD, SILL& JAMB WEATHPRS1 RIP(SCHLEGAL) SCREW COVER INSTALL PLATE FRAME ASSEMBLY SCREW 08X I" PH QUAD ASTRAOALEND SEAL 680040 68008 L183337('8000 88007 68009 11'QA 2 3 4 5 6 7 8 9 38 8043 WS OFARIATCH MECHANISM (ASHLAND) 20 8012 STILE 21 8014 POP RAIL(THREADED ROD DESIGN) 22 80 0C 13 I3TOMRAIL,(THREADED ROD DESIGN) 23 8017 TOP SWEEP HEAD, SILL & JAMB WEATHERSTRIP (SCHLBGAL) 24 8016 BOTTOM SWEEP 68016 25 SWEEP SCREWS, #4XV2° PHIL PH 26 8015 ASTRAGAL, ACTIVE& INACTIVE 68015 27 802IB GEAR HINGE, JAMB SIDE 28 8020A CiEAR HINGE (JDVI& DESCRIPTION FRAME KIT PARTS DOOR PANEL 29 8018 GEAR HINGE, BACK-UP PLATE 68018 30 8019A BAR HOCK DOOR SIDE 68019A 33 8035 GEAR HINGE, BEARING 68035 GEAR H11413E, SET -SCREW 6632 x 1/4° ----- GEAR HINGE, MTG. SCREW 812 x3/4' TRUSS HD. 34 GEAR HR.`S MTU SCREW 812 x 1 I? TRUSS HD. THREAD'S) ROD 5/1648 X 36' 6TRODA 36 FLANpI3 HEX NUT 5/16.16 37 8039 TRUSS CLAMP 39 8030 LOCK BLACK 40 LATCH ASS'Y SCREWS 88X2" SS PHIIL TR HD 41 0037 S/SSHOOTI.T ROD (SULUVAN) 42 8045 STANDARD FLUSH BOLTS W/ SS ROD (SULIVAN) 43 8031 SHOOT BOLT (111DE 44 SHOOT BOLT GUIDE & STRIKE SCREW 8-32 313/8" SS PIIILL TR HD 78708PF77( 45 80388 RIGHT- STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED LEF1') , W51104351 46 0038L LEFT - MIKE PLATE ATASTRAGAL (ACTIVE HIN(DR*111) W511044S1 R 47 STRIKE ATE SCREWS 8 -32X3& SS PHILL TRIID —48- — STRIKE 19ATEM IDDIESU8EW6.24X 1/2' FH _ 49 8036 STRIKE PLATE AT HEAD &SILL STRIKE SS8X FH • I PGI7I 68006 68003A 78 48032 U8333711500 60012 68014 64013 68017 680218 68020A 7990NUTA 787Q7PAX 41031 78X38PFIX _ 76121PTX_ 7858ZAX 0 51 —+ STU1KK 4 Y SIIRE(��t.,S('�a. 1 X I/2PHHLIJNDERCUT FH 78XI2PFHUX 41 2 841,AGT"'i`Ut4iktitID)• 53 8042 PASSIVE URA SISF (ABLBl1NDa a T094• STAI0 SS SAM PA3SIVEIDCIC(8'AR(ASH(AND, 55 8014A TOP RAIL(LAGBOLT DBOGN) 56 8013A BOTTOM RA !LILAC BOLT DESIGN) • S/. �-s•�— 5✓I4 2.3RAdeDLT$ • • • • • 68013A 7518IB0LTX8. f � 414140*' OM • WA,. • • • F! • 308058 • A • ADD any saw 07Amo Ilmster Its • PJC • 111/1208 • . • •• • LIRM7ERAF.1800 IMAM BB, 5TAND 4er RMiMOna • Ois 006: RIC 1203104 LT. 4/8/05 I •• • • • •• • • FD750 FULL JAMB SIDE LITE DWGB 8006 7000 8007 8009 8012 8014 8013 8039 PCB 68006 68008 68007 7 INSTALL PLATE 68009 8 FRAMEASSEMBLYS(REW 88 X I" PH QUAD 78IPQA 20 STILE 68012 21 TDP RAIL 60014 22 BOTTOM RAIL 68013 35 THRFADFD ROD 5/16- 18X36° 36 FIAN® HEX ERA' 5/16-18 7990NUTA 37 TRUSS CLAMP 60378M 60 88 X3/4 PHSQDRIVETEKSCREW 78X34PSTW 61 8023 SIDE IITE HEAD TRIM 68028 62 8029 SIDE1ITEJAMBTRIM 68029 FD7S0 NARROW JAMB SIDE LITE 4 6 7 8 21 22 33 36 37 60 61 70 105 106 107 108 109 8006 8007 8009 8014 8013 8039 8028 8010 1070 T E C i 81'42 N. O G Y W O V E Imo, R.34275 P.O. EP( 1629 =Mfg FL 84274 FRAME- HEAD& SW. DRIP CAP SCREW COVER IASTALLPIATE FRAMEASSP1dBLYSCREW 0531 1" PH QUAD TOP RAIL EOTTOM RAIL THREADED ROD 5/16-18 X 36° F1ANOED HEX NUT 571648 TRUSS CLAMP 68 X3/4" PH SQDRIYETER SCREW SIDE UTE HEAD TRIM FRAM F, JAMB 10- Z4 HEX NUT 812 X 1 Ur TRHDTEK SCREW 97 ---- 7/8" LA011 L0. (3/16" T,1/4° SPACE, 3/16° ANN.,075 VANCEVA, 3116' HS) 98 — 7/8' LAMILQ (3/16° T, 1/4" SPACE, 3/16" H&,075 VANCEVA, 3/16° 1LS) 8022 BACK BEAD 8626A SLBACKBEAD 8023A 7/16' BEAD 8024A 7 /8"IGBFAD 1224 VINYL BULB WSTPPRICK) P T YJtlbl� I 645•/1••* P0790 awe 7 d 11 68006 68008 68007 68009 781PQA 68014 68013 6TRODA 7990NUTA 6037101 78X34PSPW 68028 68010 ASSEMBLY tar 80 8033B FRENCH DOOR ASSEMBLY BEAM 68033B 81 ----- 0 1024 X2 I/2" PH SCREW 84 8056 SU10BL(OPTIONAL) 68056 GLASS, BEADS & SILICONE 90 -- •--- G8AZINOSEAIAM, 130W CORI4ING 899, NG. 395 (X2 EQUIVALENT --- -7/16' LAMINATED GLASS (3/16" HS.„090PVB, 3/16" HS) 93 --- 7/16' LAMINATED GLASS (3/I6° ANN -07S VAN(&YA,016° H5) 94 ----- 7/16" LAMINATED CRASS (3/16 HS,.015 VANCEVA, 3/16• HS) - 95 - ----- 7/IP- AMi 1.0,-0/16" -T,- 114' SPACE- 3/16" -ANM -090 3/16"ES) -- 7/8" LAMI I.O. 0/16° T, 1/4' SPACE 3116' 103_090PVB.3/16" HS) 91 7/16" LAMINATED GLASS (3H6' ANN,A90 PM, 3/16" HS) 68022 68026A 68023A 68024A 6TP247 PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT 8000 -11 R.c B PRODUCT REVISED es campb4ae with M Meta &Wks Coe /0440/4444104 4 -i i _ r... Bolo _- ; � . 1 Luaaa A. Tumor, P.E. PE 658201 Mea8mr46el 02 f7rv6C -- 10 • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • •• •• ••• • • • ••• • • 1.000 _t- 3.838-1.1 2.000 #8006 6063 -T6 FRAME, HEAD, JAMB AND SIDELITE SILL .074 N - 3.990 - 20 #8012 6063 -T6 STILE 1.938 .oas 10 I.442 . 985 14 #8022 6063 -T5 BACKBEAD • • • • • • • •1 • !" - • ' • • - •• •• • • 8.250 • • • • •• #8026A 6063 -T5 #8024A 6063 -T5 • SL BAGKBEAD • • I.G. BEAD • ••ab • • • • • • F • 9 B• • A e 10 tllOVE7Di19f� • • F 1.�D R• • Oer . ••• Rase* CMIW Rs•bas DO.* Cale Ch•6a * Cis FK 12/1.3!04 L.T. 49/06 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • T 2 #8003A 6063 -T6 2 OUT -SWING SILL 1.498 1.936 22 #8013 6063 -T6 BOTTOM RAIL .760 F y .818 1+- #8023A 6063 - T5 7/16" BEAD 257 k-- - 1.278 1 3.836 2.238 1----4.434- 21 #8014 6063 -T5 TOP RAIL -, 0751 #80338 6105 -T5 80 FD ASS'Y BEAM 2.822 -H #80286063-75 SL HEAD TRIM �--- 2.313 ---� 71 .050 #8029 6063-T5 Y SL JAMB TRIM 1070 TECHNOLOGY DRIVE td07Wl* FL 36776 g t -+ 4 1.353 �-- 3 #8004C 6063 -T5 A OS SILL COVER P� 1 7 8.96774 1.467 Pc 1 ��P Bemar O #8009 6063 -T5 INSTALL PLATE .075 .100 1.033 a 1 170 �-- 2.544 ---- 2 6 #8015 6063 -T6 ASTRAGAL 1-1 • I � 1 1. 000 #8039 6063 -T6 TRUSS CLAMP 1.000 ff 3.636 I � I-�-- ---�I #8010 663-T6 NARROW SL JAMB 1'/2 #8008 6063 -T5 DRIP CAP 4.027 l .oso .787 .050 T 2.240 #8017 6063 -T5 #8016 6063 -T5 23 TOP SWEEP 24 BOTTOM SWEEP 076 �' 2.280 -► j #8021B 6063 -T6 GEAR HINGE, JAMB .7a2 .072 #8020A 6063 -T6 GEAR HINGE, COVER .1, _ 1 29 #8018 6063 -T5 EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT wa Cs/WRa 8 > 11 I 8000 -11 +{ 1.160 ,311 .040 #8007 6063 -T6 Q.-' SCREW COVER Efl,M1DUCT REVISED 5a eamplyIng t6c t1$ k!5 Rah* eada iiencieMwm ". .. 02 a75 2.435 ---I 30 #8019A 6063 -T6 �4 GEAR HINGE, DOOR B Lucca A. Darer. P.E. PE 858201 Mechanical 16E -16"1- 161- —►{6 �1°°,I� -- 3. -161-11 11" 11' _ � 18.500" MAX. O.C. JAMB ANCHORS HT. QTY. 953/4 " - (5) 91 3/4° -(6) 873/4 " -(5) 83 3/4' - (5) 79'x-(5) DETAIL A (CONCRETE) (SINGLE PANEL) ANCHOR TYPES: 1 OR 2 _ 10.571" MAX. - JAMB — ANCHORS HT. QTY. - 96 3/4" - (8) — 91 3/4 - (8) 833/4 " -(7) e33ua " -(7) 79314 " -(7) 11" I 1 DETAIL B (WOOD) (SINGLE PANEL) ANCHOR TYPES: 2 OR 3 3" MIN "- HEAD & SILL ATYP. ANCHOR CLUSTER (TYPICAL) 1 1 11 JAMB ANCHORS HT. QTY. 95 3/4' - (6) 91 we - (5) 87 3/4" - (6) 833/4 " -(5) 79 3/4" - (5) 1 A DETAIL C (CONCRETE) (2 OR MORE PANELS) ANCHOR TYPES: 1 OR 2 _ 18.500" MAX. O.C. 11" SEE NOTE 5 REGARDING APPUCABUTY OF ENCIRCLED ANCHOR LOCATIONS 3" MINA _ ATYP. 1 11 1111 p 1 tttt HEADS SILL ANCHOR CLUSTER (TYPICAL) DETAIL D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 2 OR 3 ANC °�° a 'ACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT AN a c. , -_ -.- - MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE UTE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS 0 ° • • - , .ORE PAN UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPE ' 1 -1 /4" ELCO TAPCON ; - =114" ELCO 534 CRETE -FLEX 3 -#12 STEEL SCREW (G5) A CONCH ° TRATE USE TYPE 1 AT 13/8" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 1 3/4* MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8° MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, W000 SUBSTRATE) HEAD AND SILL 6' MAX. FROM FRAME CORNERS. JAMBS 11" MAX. FROM FRAME CORNERS, 18.500° MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) EAD ANDSILL.., 6" MAX.- FROM - FRAME- CORNERS ANDAT_3-AND 6" MAX. ON -EACI4 SIDE OEASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4), 1111 0 y JAMB ANCHORS HT. QTY. . A 963/4 " -(8) (3) EQ. 91 3/4" - (8) SP. TYP. 87 3/4" - (8) 833/4 " -(7) 79 314" -(7) Q 1111 IIII 1CD1111 1111 QI 1 11" 10.571' MAX. JAMBS....11" MAX. FROM F r., E •• ' := AN ► 8.5 ■'r MS' 0. . • b TWO OR filo& RAIL • 19'10PSFTOLIRRATIONS: (DETAIL D, WOOD SUBSTRATE) • • •• • • • • • •HEAsiN SI& .i..�M iR0112 PiRAME CORNERS, AND AT 3 °, 6 ", 9" AND 12' MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 8). • • • • • • • 'PLUS EllICIMILED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4 ". JAMBS 11" MAX. FROM FRAME CORNERS AND 10.571' MAX. O.C. • • • • • • • • • • • • • • • • FA FX • AM~ • A • B• • • • • AOadll 799 T • REMOVE AWIEPmT. romNaWRA0501w89AEU000UNTY MAE AMAILIAGEFOR FBGAWAND FAME AWES 2,955. 07737E0 0M:1YDRNE ND. A. 34975 ads • • 911'55• 1•a• • 19ry209 • ae Haddam umtiA pits m•ma m•r FJG 12/23/04 LT. 4/8 5 ••• • • • • ••• • I • P.Q BOX 1579 NOWA* FL 34274 Vi rIN Better ANCHORAGE SPACING Tea ALUM. FRENCH DOOR & SIDE UTES, IMPACT a°b•a,ae F0750 sesic 1/4 9 v 11 8000 -11 rim B Lucas A. Turner, P.E. PE 488201 Mechanical •• • . • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • CONCRETE ANCHOR (NOTE 1) 2x WOOD (NOTE 3) Fx grad •• efige ® WOOD ANCHOR, NOTE 2 TYP. DOOR & SIDE LITE HEAD 1/4" MAX. GROUT, SEE NOTE S 318' MIN. A. 3.4 KSI MIN. � ; CONCRETE , . • 1/4* MAX. SHIM • tonatasrrik /mvmmFectowleingbeR • aH•lanc •• ••• • LAMA!Eaaa" 4044140 M1OMES rc a •s 1T • iT, • •I • TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) <=1 EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) 1W tEOHNOLOGY° NE arm FL 3421$ RQ BOX MO NOC•••,Ft34274 A EMBED. NOTE 1•. 1 318" MIN. 1/4° AMAX. GROUT SEE NOTE S 3.4 KSI MIN. • CONCRETE TYP. DOOR SILL 2x WOOD (NOTE 3) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4° SS4 CRETE-FLEX. MIN. DISTANCE 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 114° SS4 CRETE -FLEX -13/8" MIN. EMBEDMENT FOR EITHER. 3, I&JQQ QVPIC is bx AFJ.ESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS •DEPICTED AG 2IARE 1 TPIICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE • 4UTHOOCCIka+tIN4JQRI TI&J(AHJ). 4. FOR ATTACNMONT ,THE MAT'L SHALL BE A MIN. STRENGTH OF 5063 -T5 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL. MEMBER SHALL BE OF A SIZE TO • PRasfterFULCb'UPP YO tie DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 812 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR CONCRETE SHOWN ON - SHEET 9 MAYBE USED 65. IF 91LL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) • I FULL SQPFERT THE EN'QReLEIIGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. a 8lk •{** • c • • • • • Vtrtbb Balser ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Fa/eo 1 1/4 110 • 11 r ig'` 8004 :1 11 re?'StMt 4•.'YL. •k • Lucas A. now. P.E. PE N58201 Mechanical • • • 3.4 KSI MIN. ® CONCRETE CONCRETE ANCHOR (NOTE 1) 3.4 KSI MIN. CONCRETE 4 • 1/4° • MAX SHIM • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,EMBED. SEE NOTE 1 MAX. SHIM MBED. SEE NOTE :•,E 1 1x WOOD (NOTE 3) 1/4" MAX SHIM -""'1 t"-- A CONCRETE ANCHOR (NOTE 1 1/4" MAX GROUT, SEE NOTE EMBED. SEE r•— NOTE1 • L4 KSI MIN CONCRETE ,• OR1.5PSI 1x WOOD (NOTE 3) • CONCRETE A ANCHOR (NOTE 1) .1111M llillllill❑ 1 111111111 111 I 0 • Y�7 EMBED. 2 SEE NOTE 1 CONCRETE •• . 1 /4" MAX SHIM• - ".`I k- 1/4" MAX. SHIM k-- TYP. DOOR & SIDE LITE JAMB, & SIDE LITE SILL ® CONCRETE ANCHOR (NOTE 1) mil III II Iti111111111 1 11,11 � CONCRETE ANCHOR (NOTE 1) INTERIOR (AU. JAMB SECTIONS) EXTERIOR 1.938 4.434 0 #8014 6063-T5 TOP RAIL, LAG BOLT DESIGN lbw* sass F.K. 023104 • • • • • • • • • • • • • • • • •• •• ••• • • 1/4" MAX. GROUT, SEE NOTE 5, SHT. 10 1/4" MAX. GROUT SEE NOTE 5, SHT. 10 1 318° MIN. IP • • • • • se ••• •• • • • •• • • *New* ore LT. WE • • • • • • • • • 0 • • •• • • • • • • • • • • • 0 • • • • • • *Ile • • 1.467 CONCRETE ANCHOR SEE NOTE 1, SHT. 10 3KS1 MIN. CONCRETE • , • • WOOD ANCHOR, SEE NOTE 2, SHT. 10 1.938 OPTIONAL 11 1.1111 1 0 . _JI • — "I - 'EMBED. SEE kare 1, si-rr. io OPTIONAL 2x WOOD, SEE NOTE 3, SHT. 10 • • „ „ QP1 LITE SILL ANCHORAGE . OOOO ••• EXTERIOR INTERIOR (ALL SILL SECTIONS) .100 8.250 0 #8013A 6063-T6 BOTTOM RAIL, LAG BOLT DESIGN 1/4" MAX GROUT, SEE NOTES, SHT. 10 CONCRETE ANCHOR SEE NOTE 1, SHT. 10 .125T OPTIONAL inetteamaisma •••••"—••■••• • • • • • e 14 04*w 00 0 • 4 4 , $ t A r • imamairIEFEEEmiwria4m0ADDErreffenorettoRtmaitma • • • • me leffare •, orwstrilaa 6.108111•1103 ALTERNME TOP BOITON RAIL EaRits101419. ROOS* DOW 111•111M•S", iir _,-werod ic - ""•■•■ ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT B 31(61 MIN. CONCRETE ' ve MAX. GROUT SEE NOTE 6, SHT. 10 WOOD ANCHOR, SEE NOTE 1, SHT. 10 1 3/8" 076 TECHNOLOGY OFUVE p Naame4 R. 3075 P.P2 BOX ISM NCIKOMVA FL Se174 Irltibly Better EMBED. SEE NOTE 1 SHT 10 . . 1/4 OPTIONAL 2x WOOD, SEE NOTE 3, SHT. 10 OPTIONAL DOOR SILL ANCHORAGE 11 d 11 (" #8056 6063-T4 SUBSILL, OPTIONAL Dttabi 8000-11 • PRODUCT REVISED as an** witb tbs Fi.d, 1 =re Ce ts to o..r- 20/0 , Lucas A. Turn, P.E. PE #58201 Mechanical • MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION METR 140 WEST NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use o The documentation submitted has been reviewed by Miami -Dade County Product Contr by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and o the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Da Division (In Miami Dade County) and/or the AEI (in areas other than Miami Dade have this product or material tested for quality assurance purposes, If this product or the accepted manner, the manufacturer will incur the expense of such testing and revoke, modify, or suspend the use of such product or material within their jurisdiction. to revoke this acceptance, if it is determined by Miami Dade County Product Control 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 including the Mtgh Velocity Hurricane Zone. DESCRIPTION: Series 'OFD -1O1" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/ Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp Acceptance number and approval date by the Miami -Dade County Product Control Divi Expiration Approval -DADE COUNTY, FLORIDA DADE FLAOLER BUII.DINO STREET, SUITE 1603 AMI, FLORIDA 33130 -1563 (305) 3,, 5 -2901 FAX (305) 375 -2908 .buildingcodeonline.com construction materials. 1 Division and accepted areas where allowed by County Product Control unty) reserve the right to rial fails to perform in e AHJ may immediately BORA reserves the right ision that this product or orida Building Code, delite- Impact ", sheets , signed and sealed by 'th the Notice of on. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OX;' and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicabl LABELING: Each unit shall bear a permanent label with the manufacturer's name or to :o, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwi noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed ' u d there has been no change in the applicable building code negatively affecting the performance of this prod ct. TERMINATION of this NOA will occur after the expiration date or if there has been a vision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an e;i dorsement of any product, for sales, advertising or any other purposes shall automatically terminate this N A. 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 followeX by the expiration date may be displayed in advertising literature. If any portion of the NO be done in its entirety. • • •• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufac - errs distributors and shall be available for inspection at the job site at the request of the Building Official. •••• • • 'Ibis NOA consists of this page 1 as well as evidence sheet E-1 and approval document tioht . • • above • • • The submitted documentation was reviewed by Ishaq L Chanda, P. E. •••• • • •• •• • •••• is Ji theg shill NQt it►! D7- 0629.10• te: •OctobOr 18, 2,9•2 • yOctpier 18, 2089• • •• • p • • • • • • • • • • • • • • • • DRAWINGS NOTICE OF ACCEPTANCE: EVIDENCE SUB PGT Industries A. 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sideli lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 20 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- 6) Forced Entry Test, per FBC 241L3.2.1 (b) and TAS Along with marked-up drawings and installation diagram of alumin French door w/ sidelites, prepared by Fenestration Testing Laboratory No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Ri C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 09/25/07, prepared by PGT, signed and sealed by Robert L. Cl 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/1 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, fo for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, da by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 C14 Expiration D Approval D - Impact ", sheets d last revised on -94 202 -94 out swinging Inc., Test Report nda, P.E. d last revised on k, P.E. nemours" for "Solutia Interayer 06- 21-07, signed • • • •• • 1 � • .••. • • . .. . ••• • • • •• • Z YW14 es ••••• hagL•tThanda, P. &• • • ct Coa &•Esamine• • • W.Va. 07- 0629.10 • te: Cicala 18i 2012. •. te: October 2061. • • • • • •• • •• • • DUPONT BUTACITE OR 40-4 GLASS • •• • • • • -•• • .402 • • • • • • • • • • • • • '• • • ' • 318" LAMI NOM. -- GLAZING AZING OPTION A OR B, NOTE 1 .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/1W HEAT STRENGTHEND GLASS .465 p• 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE UTES, IMPACT 1 s 10 •.i • • � y '. • - 4& LENKEE IMUIN I I� INT. /18 d CA T • $ EPID • • • • MID TECOOLOGY DRIVE NOKCSIM R3 ?D P.0. BQX 1bs AFL 342/4 Betsey Visibly edit FOISI oaweara 11005-1 1 t O L (Mark. P.E. PE &39712 Structural • D 0 moo Ell, mu 0 Approved asemptying with the Itiorkb Gk� l Cede Zc07 14040 ea7- O 42-#.10 Miami Dade Product Control : 1. Ll eu.L • • NOTES: OUTSWtNG IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: LAMI NOM.. ° CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM ) LITE OF 3/18° HEAT STRENGTHENED GLASS. 1 NOM. (.4027 CONSISTING OF (1) UTE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. C. 7/18" LAM! NOM. (.4857 CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/18" LAMI NOM. (.4851 CONSISTING OF (1) LITE OF 3118° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: 6 O X XO. OX, XXO O, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -8212, ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDMON INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT AU. DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. • • • • • • • • • • • • • • • • • • • • • EXTERIOR EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS • • • • ••• • • • • • •• • • • • • • • • • • • • • •• • • ••• • • 1/2" GLASS BIT EXTERIOR EXT. - 3/18" ANNEALED OR 1/2" GLASS BITE NOA DRAWING MAP TOPIC SHEET GENERAL NOTES. 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 6 PARTS LIST 8 EXTRUSIONS 8.7 ANCHORAGE 8-10 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, )0(, 0, OX, XO, OXO, XXO, 0)0( & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS X WIDTH XX WIDTH 3° 3712"15° 71 0 !MDT X WIDTH XX WIDTI 2 ° 2512" 27 1/2" 29 1/2" 2 31 1/2" 2 33 1/2" 3512" 3° 371/2" SINGLE O WIDTH SIDE UTE 103/4" •• ••• • • • • • • • • 27 3/4" 361/8" 36 3/4" O WIDTH 36 3/4" FJC 2122.07 J.J. DOORS WITH GLASS TYPES OR D HEIGHT 6 - 7 jtk +75.0 SINGLE SIDE UTES WITH GLASS TYPE A +75.0 +75.0 +75.0 +75.0 4° 47 3/4" +58.6 51 3/4" +54.9 55 3/4" +51.7 5 59 3/4" +49,0 5 63 3/4" +43.1 67 3/4" +38.1 6° 71 3/4" +34.0 +72.4 164:5 • :929 - 75.0 -75.0 -75.0 -75.0 -58.6 -54.9 -51.7 -49.0 -43.1 -38.1 -34.0 -72.4 -9{9 ftlyN•i, ,,.r" • • • • • -833/4" +75.0 +75.0 +74.9 -75.01+75.0 7 +55.4 +51.8 +48.8 +46.2 +43.1 +38.1 +34.0 +75.0 -75.0 +75.0 +68.5 +61.0 +49.9 -75.0 -75.0 -75.0 -74.9 -55.4 -51.8 -48.8 -46.2 -43.1 -38.1 -34.0 -75.0 -68.5 -81.0 -49.9 118 :35'2 . 452 +35.2 -35.2 36 3/4" +34.0 -34.0 +34.0 -34.0 87 3/4" +75.0 +75.0 +71.4 +70.4 +52.4 +49.0 +46.1 +43.6 +41.5 +38.1 +34.0 +75.0 +65.0 +57.8 +472 +35.2 +34,0 -75.0 -75.0 -71.4 -70.4 SINGLE SIDE LITES WITH GLASS TYPES B, C OR D -75.01+75.01 -75.01+75.01 -75.01+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, X0, OXO, X0(0, O M& OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT 87 3/4" -52.4 -49.0 -46.1 -43.6 -41.5 -38.1 -34.0 -75.0 -65.0 -57.8 -47.2 -35.2 -34.0 REMEDIABLE _.:.. ...: MO WARM NOI• RNE.. Yom/ COMMIE CL SSA ! WEE Iv►O NORMS MD NOTES Sala REVISE NOBS 1,281 TARE MAID 2. REDUCE NANREGISDNENIN PRESSURE AND AMEX Aft OPE FOR TAME2 6o21J07 91 3/4" +75.0 I -75.0 +75.0 +67.6 +66.6 91 3/4" +49.8 +46.5 +43.8 +41.4 +39.3 +37.5 +34.0 GLASS TYPES A, B, C OR D +75.0 +81.9 +55.0 +44.7 +35.2 +34.0 -75.0 -67.6 -66.6 -49.8 -46.5 -43.8 -41.4 -39.3 -37.5 -34.0 -75.0 -61.9 -55.0 -44.7 -35.2 -34.0 6 ° - 953/4" +75.0 -75.0 +75.0 +642 +63.1 8 +47.4 +44,3 +41.6 +39.3 +37.3 +35.6 +34.0 +75.0 +59.0 +52.4 +42.6 +34.4 +34.0 W78 TECHNOLoorgave ?IOxOASS FLM228 P.0.10(1526 NORMS R. SP174 -75.0 -64.2 -83.1 -47.4 -44.3 -41.8 -39.3 -37.3 -35.6 -34.0 -75.0 -59.0 -52.4 -42.6 -34.4 -34.0 NOTES: . GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) LAMI (1/8" HS, .090 PVB, 3/16" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAM I (3116" HS, .090 PVB, 3/16" HS) ® 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX OXIXO WIDTH = 731/2° MAX OXO WIDTH =1091/2" MAX XXO/OXX WIDTH = 107 3/4" MAX OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPUCABLE IN MIAMI -DADE COUNTY. ® 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE • +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 314" HIGH SINGLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE = +43.6 / -43.8 PSF EX D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 314" WIDE x 80° HIGH DOUBLE DOOR WITH 28° SIDE LITES DESIGN PRESSURE = +43.1 1 .43.1 PSF � 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL - -- - T VWblj Been. DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT ratialkdok lx 1 2 d 10 I 11005 -1 Ras B Approved "a eomMTfae °1d t° C 001 NOM Naafi Dade Praaacl Coaxal -1) 71w Clark,, P.E. PE 430712 SB•ehAal • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 1 O •• • • • • • • • • • • • • • • •• •• �73 1/2' MAX. M X. • � �� MA -SEE NOTE 3—{+— mu. --� SEE NOTE 4 OX OR XO A 37112" �A MAX. 8. 4 84318" MAX DLO TYP. • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • •• • ••• • • 95 are MAX. HT. TYP. 1 O SEE NOTE 4 71314' MAX. xx 24 9118' MAX I DLO (TYP) • • F7• • B • CCTVia7N,'ALA.O/R®FSAB • • AOO ligar $ o AlA731 m isp Ic7 • i�/fAl • A•• A6VlB�Yt7i�COLTAi /t7�E'C6Y7CACI.Al1m 7l'PDICr WDRLL • omit: Ors bt""MdX or. FJC WM IA 62UD7 I oxo fOT67E1 1.OGYO1SYIWE NORM 30270 P.4 BOX 1t@$ iA7 alai FL 34274 B SEE NOTE 4 x _ 38 3/4" MAX. 1 33 5/8' MAX. DLO 1i T 1 V f•a 38 314' 143 3/4° MAX MAX. SEE NOTE 3 84 318" MAX. DLO 953/4" MAX. (TYP.) •Nolitt • • • • •• • • • 1. FO ANRE:01 4I S ISE SHEETS 8 THROUGH 10. FF�HH AL•AM VEFtTIQAL SECTIONS SEE SHEETS 4 AND 5. • 3.9189 LITE'SIOVERLAP ANIPIDC DOORS BY 314° WHEN ASSEMBLED TO MAKE 'XO','OX','0X0' 90(O', WM AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILFlY SHEET 2). 5. CLEAR OPENING FOR X AND IOC DOORS AS FOLLOWS: (X DOORS = WIDTH - 5. 848) (10C DOOR = DOOR WIDTH/2 - 4.079) Road% I Ore • 1 • ELEVATIONS SIDE DOOR DLO HEIGHT = HEIGHT - 11 381" DLO WIDTH IC = DOOR WIDTH - 12 15H8° DLO WIDTH IOC = DOOR WIDTH/2 - 115118" DLO HEIGHT = HEIGHT -11 3e DLO WIDTH = WIDTH 3 1B' ALUM. FRENCH DOOR & SIDE LITES, IMPACT a 1 N 1 T S 3 • 10 I m'mtw f1006_1 �B 38314' O —8EE NOTE 4 95 3/4" MAX (TYP.) Stu:6tn", C'.) to btu. OLT M7s :•: time ty..l:,M Ga""� EXTERIOR MAX. DLO • Road* bin • art • • • • • • • 1 • . * • p. •• • • • • • • • • • • • • • •• • • • • • • • • • • •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • R • bfeNOTItattN011011 WAD8ECTh)NAT00!•BtA Y SL SECT. B -B VERTICAL ,WO TEC:4040We/ DRIVE NOKOMA R.3Q25 P.O. WO ON MOB& FL34174 P T VWhIp &U v EXAMPLE ELEVATIONS SL VIEW G-G CORNER ASSEMBLY ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD1M 1/2x 4 a 10 I tt..4ta� 11006-1 I B Approved as complying with the Merida Dat. �/2 NOM 47 -04 2 • 1I9 Miami Dade Predutt Coetret -? LL1 _L i • • • • • • • • • •• • • • • • •• SL WIDTH — 1 t�ei/IJL •- • DLO MAX % WIDTH MAX DLO • • SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) IOC SECT. C-C HORIZ. x SECT. D-D HORIZ. SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLUCABII.lTY MAX.'XX WIDTH DLO 1 -.--MAX. SL WIDTH —1 MAX. DLO SL SECT. F -F HORN (SINGLE SIDE LITE) INTERIOR Approved as campiy1g with Eft Florida yeti C D M GS Nasal Dade Product 1. f 4N�4 Amdec • > • • • : • • Mc • Aram ra0 FA NIM07 • 4409071 U71 T08ECTONS&d5•Y•FSffiIR1970Ef1: RF F 1 2i77�V7 J.I. E" X 107 • • • 1070 TECHNOLOGY ORM FL 34275 P.O. for FL 9!474 VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT a.tase•e aWu F0101 lax more m+aw 6 d 10 I 11X6.1 B Robert P.E PE 839712 Swolu.m • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • ••• • • • • • Ills msv sIsmIs DWG 0 PGT# DESCRIPTION 9200 6920D SIDEUTE HEADER 921D 8921 SIDEUTE SILL 918B 80381 SIDELITE JAMB 1155 781PQA 08 X1.000QUADPN.SMS 998 7998 HEAD GASKETS (STOCKING 070998) 999 7999 86J. GASKETS (STOCKING 070999) 934A 81641M SIDEUTE JAMB ADAPTER 67 012 X 1.000 SHEET METAL SCREW 70 712853K SETTING BLOCK, 3/32" X 1/4" X 1" W /PSA 71 71267K SETTING BLOCK. 1/18" X 112" X 1" W/PSA 72 4222A 64222• BEAD, 7/16" 73 988 6988 BEAD. 3/8" 1g Isla 986 84986 BEAD, INTERIOR 1224 61P247 BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 318" LAMI - 1/8" A, .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI -118" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS Irv. . GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 11006A 141106A ACETAL SPACER .295 ( INHOUSE INJECTION MOULDED) OFF -THE SHELF DEAD BOLT LOCK ITEM DWG 0 5 938 1 9438 2 1010 3 7070 4 955 8 956 7 8 995 9 996 10 952A 11 12 13 14 15 16 20 21 22 23 24 25 26 27 31 32 33 34 36 37 38 39 40 41 42 43 44 45 48 47 929 48 11000 1870 11004A 11001A 11002A 11003A 915D 1010 8608 1140 1048 930 1118 7070 910D 911E 917 1178 913A 1130 990 914A 997 1023 928 1145 1212 983E 984B 1213 PGT# 60411 80300 67070K 7955X 7938X 7958A 7832X12FPW 70995 70998 8533018 611000M 671670 611004M 411001A 411002A 411003A 60380 60300 66608M 78X112PSATS 71048 41721N 710X34PFA 67070K 6910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7990NUTA 60379M 7834FPT 70997 67924G 41720 76X12FPAW 7P30GG 6983 6984 80200K 1139 982 ••• • 51 930! • 17:1 a 931 • • ITERGPX • • DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE 48-32 X .500 PH. FL. MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 ( INHOUSE INJECTION MOLDED) ACETAL SPACER .140 ( INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q -LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X 0.850, 6061 -T5 #8X1.500PHSQAT/S JAMB SCREW COVER CAP STRIKE PLATE INSERT 010 X.750 PH. FL SMS BULB WEATHERSTRIP .187 X.300 HIGH DOOR PANEL, TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION 010X.625 PH. FL SMS TRUSS CLAMP 5/16.18 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL 08 X.75 PH. FL TEK GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 08 X.500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 ( OUTSWING) DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,Q -LON .190 X.200 HIGH 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 957 7634F FD2PTAY BRIBGFS • • 08 X.750PH.FLSMS 49 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL. INSERT (INACTIVE PANEL) 52 DEAIBOLT STRIKE PLATE 54 55 1118 1 Fla. • 0100( .750 PH FL SMS 70957X HANDLE STRIKE PLATE 710)(34PFA 410 X.750 PH FL SMS • indranda •• • • • • • 1070 TECHNOLOGY DRIVE •$ 3073 NOKO FL 3 aaarop nar • • • •• P • .,_ P • MIS. • B • err • itioniSe P. IC BIf4M • A••1ibDBSI WOAD CAM, WOMB PM®.OALY70MM. &make nos deaf ore F J C 222107 J. J. 021107 7 P.O. sax l6 N (DIBEt FL 34274 U u 13 OUTSWING THRESHOLD CHANNEL COVER 8063 -T6 O TUBE MULL 6083 -T5 — '1:0110 PARTS LIST ALUM, FRENCH DOOR & SIDE UTES, IMPACT ffsoilillalsk Bait POW 1 6 s 10 I °�� 11005-1 B Approved is rnmpl3iag phh the Florida flouting Code °414 o�T lt 2 1; 6 7 MAO D7 - • u � O I Dods Fantod Control 41 1. ( LA io •• • • •• • •• • • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • • •• • ••• • • • • • • • • • • •• • • • • • 1.400 1.272 art Sr • 3. DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 3.111 .050 1 FRAME HEAD 6063 -T8 .0 6083T6 • rl tY+r • •ut • F.* • saw. • •• NO • Fa • 6N•Df • A • A pooh a Oaotlyea Do. • tAYe EEC 2/27/!7 J.J. 82VD7 I U FILLER HEAD ADAPTER 806346 1 1.479 1 079 1.489 opus • I n �� - h, • .404:424 • • 'ow NG THRESHOLD • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • ••• • • • DOOR PANEL SIDE RAIL 6063 -T5 4.726 4.100 1.750 8 DOOR PANEL INTERIOR ASTRAGAL 6063-T58083 -T5 11 00 12 51 .750 683 .050 t 7 TRUSS CLAMP 6063 -T5 5.459 Q SL HEADER 806346 lit it?IASSEED OM 70410331,44. 3.100 -•. 3/8' GLAZING BEAD 7/16' GLAZING BEAD 6083 T6 72 6083 -T5 .075 .750 1 1.479 .075 1070 TECHNOLOGY' DRIVE Noma FL 31716 P.O BOX II NOKOMIS( a 3874 4.675 4.675 u SL JAMB SL SILL O ADAPTER 6083 -T6 - - -- 6063T6 P T IRtlbly 8ereer .750 .062 0 DOOR PANEL 4J EXTERIOR ASTRAGAL 6083 -T5 4.586 5.212 4.100 i 4.726 EXTRUSION PROFILES x 1.4801 20 DOOR FRAME, JAMB 6083T6 62 SL JAMB 8063 -76 ALUM. FRENCH DOOR & SIDE UTES, IMPACT FM/ ! lax �7 d 10 �� 11005 -1 8 37 WEATHER STRIP CHANNEL 6063 -75 32 HINGE 606345 el; 0.375 .125 Approved as complying with the Florida BuWlog Code Date Oc.T 1k 7 Nona_ 7 q o MWnt Dade Prmfaet Control Div Bp r eset I. at a u e4.. /l7 A L Clark, P.E. PE #39712 Structural y1 } JAMB ZONE B° { • t • • I. I , I / mom "'• \ /! I > Y , Y .B. 3NOZ 6DYvr } < `\ F tYam FJG HEAD .__ —' ZONE "C" SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD Z O NE 1 ZO H NE D "F" _t {-ZONE-4— „�--t-ZONE - SEEfiABLE 7.. SHT • HP OA* • • ditf97 • tear "E" • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • • • •• • • I ZONE "t // xx SILL ZONE "D"�ZONE °D" ' SEE TABLE 4., SHT. 9 ••• • • • t7•A S1 l • a 00OU=02177 ZOBFROMC 70 V. =welcomes tam•014: box JAL 871877 I 1070 TF.Cie1BQIOOYDANE NOIC0609, FL 31276 P.O. W52• 1010W& FL 34274 in N HEAD ZONE "D" — t — ZONE ""F"h 2 < XXOOR OXX SILL 1 — siLL SILL ZONE "D " ZONE "F" ZONE .( HEAD ZONE "E" I 0 SILL ZONE "E" SEE TABLE 5., SHT. 9 0 1 PcT V4184y Berar HEAD ZONE I ZONE HEAD E / /' , X0 OR ox I SILL SILL ZONE "D° ZONE "E" SEE TABLE 8., SHT. 9 HEAD Z ONE HEAD D"F" �ZdNE� ILL LL ZONE-i— ZONE "F" ZONE ZONE - f SEE rF .E - 7., SHT: 9- E" NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4"H UNIT, • •—s • •- r • • • • • • 71 3/4"W ')OC DOOR WITH 19'W SIDE LITES (SEE SOLUTION ABOVE) • 1. APPR ®VBD ANCtIOR T' E 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS • .2.ANCUQR QO4VT fIEB ABS BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. • JAMB ):M f14" FM CORNERS AND 231/8" MAX. O.C. ▪ • &SL) VIAAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX, FROM CORNERS AND 24 3/4" MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. 0011111 OW • ROOM* • • ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT a � � NTS 8 A 10 11005 -1 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19"x833/4 " SIDE LITES "B "AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. in Z 0 • PLUS: B. 71 3/4" x 83 314" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Appro.! u cum pc; •up, Milt the Florida Meath j C. Date .T18` NOM 07 —d6 5 . /' Miami Dade Predate Cm ad `Sias I. f H4H JAMB ZONE "A" ' 27.50 x 79.7 83.7 87.7 91.7 95.7 29.50 x 79.7 83.7 87.7 91.76 95.7 31.50 x 79.7 83.7 87.7 91.7 95. 33.50 x 79.7 83.7 87.7 91.7 85. 36.50 x 79.7 83.7 87.7 91.7 • ••95. Raw* drr • Rrr•NoN • • • • u© ©0©© 0© ©0 ©L] n©EJO©L7 0©L70©© 0©uD©© O© ©D ©L7 DEMI OHO 01011 OHO 13©161L1©L11 WIDTH x HT. 47.76 x 79.7 83.7 87.7 91.7 95. 51.75 x 79.7 83.7 87.7 91.7 95.7 55.76 x 79.7 83.7 87.7 91.7 95.7 59.75 x 79.7 83.7 87.7 91.7 95. 63.75 x 79.7 83.7 87.7 91.7 95.7 67.75 x 79. 83.7 51. 71.75 x 79.7 •• 83.7 • 87.7 91.7 98.7 2.3, WOOD 1,2, CONC WIDTH x HT. 10.76 x 79. 83.7 87.7 91. 96. 12.75 x79. 83.7 87.7 91.7 95.7 19.00 x 79. 83.7 87. 91.7 95. 21.76 x79. 83. 87.7 91.7 27.76 x 79. 83. 87.7 91. 95.7 38.13 x 79.7 1 1 DODO ©L7 nEI ©D ©© nLSEIO ©© OLiu51o©n 00O0 ©L7 01311610113131 fLl ©D©li OLIUO ©© 00130 ©© OEIIAD ©L7 oo ©o©© 00fl0©© rimiu IU OEM DIEM DOCIL! ©© 131111:1001131 E1DD©10 Onnn ©f 0L7L7Dnn nn:1Lio ©Li DUD°E'© Homo ©n ©C' 10 num OL3110L!©L3 0nii0iiu BO 10 0M ©!7 10 01E1131 nt7L70©[i 01131000101) 0L7L7D ©E! ©L7 io nEm ND ddev •11ra 2,3, WOOD 1.2, CONC 00MI0 L;7L1L;7L11 0000 Li7L�Li u 0© CUM ' 0©11:1 IDI© 0©n© -0©131© o©o© 0©El© 0UEl© crn rin o©o© 0 ©a© 0©113© 0©n© 1131:111E113 rrnn© i©Lrn 11011 3111101 ©©Li7© L nnu m©Lr© 1j © L1EI.�n L�L nn ©©LnL7 ring © ^ 0©n© L7L'nn 12.75 x 79.76 83. 87. 91.75 95.7 19.00 x79. 83. 87.7 91.7 96.7 21.75 x 78.7 83.7 87.7 91.75 95. 27.75 x 79.7 83.7 87. 91.7 95.7 38.13 x 79.7 2.3. WOOD 1,2, CONC 0B OB 0E1 00 DB DB 0B 00 DB DO 0© 0© OH BO 00 00 ©© 00 00 00 00 OM ©0 00 • .D© 00 cc DB 0B DB L!© DB DB D© D DB OB 0© an D© De L!D MB MB D© 0 00 r 0© 00 00 00 00 SIDE U1E WIDTH x 10.75 x79. 83. 87.7 91.7 95.7 12.75 x 79.7 83.7 87.7 91.7 95.7 19.00 x79. 83. 87.7 91.7 95.7 21.75 x79. 83. 87.7 91.7 95.7 27.75 x 79. 83.7 87. 91.7 95.7 36.13 x 79.7 83.7 91.7 96. . rt HT. UEI D© DB 0B OE 0© nu DO [1© in© D© 7 c DO B© DO B0 • �D "ID '00 OH 0 © 0© 0© OD LIB 0© 0© OD OBI OD 0© OH On O© 00 OD 0© DO 0© DO OBI O a 1 V TABLE 3. X DOORS GLASS 'TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X'- TO 37. WIDTH x HT. 25.50 x 79.7 83.7 87.7 91.75 95.75 B© 70 01111 013100100 0©1C10 013 n©L7o ©Ll 0© 10 DELI LI BD 10 DE n©l0 ©Ll 0©110011 EIOU EMU ©© 10 DUO 11310031:31 37.50 x .7 nan0t]1 • 7 ' 0.1KE 11111 • • 85..7= OL7m000 91 . 7 00 10 0011 95.75 7 3 10 4 3 8 FJC 2 12207 A. 9, C. 0 d1 10 6,2 1/07 /07 • TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHOR 1YPE & SUBS'IRA DOOR WIDTHS IOC - 47.7 TO 71.7 • • 8 10 B, C, D 4 3 5 • R A I10AN TWEE READ ZONE TABLE 6. Q SIDE LITE TABLE 6. XQ & OX GLASS TYPE ANCHOR TYP & SUBSTRA WID11iQ "O" - 10.7 TO 38.7 38.75 x 79.7 83.7 87.7 91.7 95.7 7 A. B, C, D 3 4 3 GLASS TYPES ANCHOR TYP & St1 S1RA AooR WIDTHS TO 37. 38.75 x 79.7 83.7 87.7 91.7 95.7 A, 8, C,0 TABLE 7.OXO. XQ. OXX APPROVED ANCHOR TYPES: S OXXO GLASS TYPES A. B, C, D ANCHOR TYPE & SUBSTRATE pQOR WIDTHS 7(•25. TO 37. 70C -47. 7 TO 71.7 36.75 x 79.7 63.7 87. 91. 95. ELCO TAPCONS 2.114 LCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved 9 complying with the Date Roar MEW Oak Product 60l f • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • '078 TECENCLCGYDRIVE NO FL 34278 P.O.6QX EWE NONOACE FL3Qf4 T Vw4 Bette► ANCHOR QUANTITY LOAD ZONE TABLES ALUM. FRENCH DOOR & SIDE L TES, IMPACT FaIOI I NA 9 of 10 I 11005-1 • L Ctark, PE. •712 Structur• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • •• • • • • • •• • • 1 • • • 4 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1/4° MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 13/8" 1/4" MAX. SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 DOOR JAMB (WOOD) 1X WOOD BUCK, NOTE 2 EXT 1/4" MAX. SHIM CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 1X WOOD SUCK NOTE 2 DOOR HEAD (CONC) 1/4" MAX. SHIM DOOR JAMB (CONC) CONC. ANCHOR, NOTE 1 1/4" MAX SHIM CONC. ANCHOR, NOTE 1 4. . 4 3/4' MIN. E.D. • 1.6 KSI MIN. CMU OR 3.41(81 MIN. CONC. 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1 114" TYPE 1 OR 2 (CMU) 1314' TYPE 2 (CONC) 1/4' MAX. SHIM 1/4' MAX SHIM -.1 13/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4' MAX. SHIM 1 3fir . 3.4 KSI MIN. CONC. 1X WOOD BUCK NOTE 2 CONC. ANCHOR, NOTE 1 3ir MIN. 1/4° MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3M" MIN. E.D. IX WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) CONC. . ANCHOR, NOTE 1 NOTE 3 1-1/4° MAX. 1 3/8" TYPE 1 p 1314 TYPE 2 MIN „ 3/8• i 1 1 3/4" 1 3.4 KSI MIN. ° 7.1 314 3.4 KSI MIN. CONC. ' -1 " TYPE 2 2X WOOD BUCK, NOTE 2 MIN—E D. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) DOOR SILL (GONG) SIDE LITE SILL (WOOD) CONC. SIDE LITE SILL (CONC) NOTES: -012SONCREFC-INSWATIGNS4/411AM • -• • - • • • I `i-s- _71 ,_BEDDED 1 3/8* MIN. E 1 OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE 1S1 314'. FORWOOD I #12 SCREWS, 05 (TYPE 3) OR ELCO 1/4' 884 CRETE-FLEX ANCHORS EMBEDDED 13/8" MIN. (TYPE 2). 2,WV411ENPKO DEBICTOD AB 1x ABE LESS THAN 11/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPIOITE• A.920ARg 1•1/2.TIVK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS GRAS APPROVED BY THE • AUTUORIett‘INIC•JUSgabawN (AHJ). 3•1F SILI•IS IFIGMT ITO SUBSTRATE,2IROUT OR OTHER MATERIAL. IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PS1 MIN.), (DONE BY OTHERS) • "Oa I PULLTSUPF , ORT I tHe WIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY_RAVING JURISDICTION. 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1.6 KSI MIN. CMU OR 3.41(61 MIN. CONC. 1 314" MIN. E.D. 1/4" MAX SHIM 1 3/8' TYPE 1 1 3/4" TYPE 2 Awn:mud as waft:. t ,■ ids Iis Bills• Cudv Dire A Cr i 2 '42-7--L'araggs-e0 Miami Dade Product Central (Oil 1 . CI IleadiPp tor Rata= ' • • • • • Ir • • • • N20%11108 1 82 • com OBTAILS. SPEC. TYPE 2113 ON WOOD T000713 I. *tailfair • FJC 1 321407 J.J. 871107 Pall* &Is fibc ¶ true wrap OOP PA Nue terrOk I • 1070 TECISVOLOGV DRIVE NOMA R. NMI RCA BOX use tmo0f4 Ft, 34274 PIG" ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ekdeasko• Oa* ft* OMOVN. Itari• R3101 NTS 10 a 10 I 11005-1 I B &neural 1 . 1/ " RJL Clark, P.E. P9039712 • •• •• • • • • • • • • • • . • • • • • .. • • • .• • • • • • •• •• • • • • • • • • • • •. • •••• • • • • •• .• •. • • • •• •• • • • • • • •••• • • • • • • •• • •• •