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308 NE 99 St (3)PLEASE DO INSPECTION BETWEEN 10:00 AND 10:30 AM 4 Passed quity- Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/08/2006 Inspector: Grande, Claudio Owner: BURROWS, KRISTINA Job Address: 308 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: YAMILL GLASS & WINDOW INC Building Department Comments Tuesday, February 7, 2006 Inspection Worksheet Miami Shores Village 10050 N . 2nd Avenue Miami Shores, FL Pho : (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: WINDOWS AND DOORS Work Classification: Window /Door Replacement Phone Number 305/758 -9868 Parcel Number 1132060135590 Lot: Phone: (305) 826 -2121 Page 2 of 2 nspect Inspection Date: 02/02/2006 Inspector: Desharnis, George Owner: BURROWS, KRISTINA Job Address: 308 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: YAMILL GLASS & WINDOW INC Building Department Comments Wednesday, February 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon - • (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: WINDOWS Work Classification: Window /Door Replacement Block: Phone Number 305/758 -9868 Parcel Number 1132060135590 Lot: Phone: (305) 826 -2121 Page 1 of 2 Passed Inspector Comments ,fi r - -c, Co U ,L., , ()--- t ^ d G � / / G. 5 it o QCCesS f r -■. S' r e c_.--r l e q S' `-( / •-\ -_- - 0 Failed )( .e a /a? e 4/---a- .f 2_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspect Inspection Date: 02/02/2006 Inspector: Desharnis, George Owner: BURROWS, KRISTINA Job Address: 308 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: YAMILL GLASS & WINDOW INC Building Department Comments Wednesday, February 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon - • (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: WINDOWS Work Classification: Window /Door Replacement Block: Phone Number 305/758 -9868 Parcel Number 1132060135590 Lot: Phone: (305) 826 -2121 Page 1 of 2 BP2004 -1228 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Project: <NONE> Owner: KRISTINA BURROWS Phone: 3051758 -9868 Job Address: 308 99 Street NE Parcel: 1132060135590 Miami Shores Village, FL 33138- Block: Lot: Scheduled Insp # Inspection Type Inspection Status 1110512004 INSP2004 -4466 WINDOWS DENIED None None 111512004 SL GL. DOOR FIXED PANELS ARE MISSING CLIPS TOP & BOTTOM SEE SHEET 3 OF 9 IN NOA 12/0312004 INSP2004 -4808 WINDOWS NO NOAS FAR INSPECTION 0210212006 INSP -8577 WINDOWS DENIED Pending Inspection George Imported Permit Inspector Date Completed None None 121312004 Not Complete Wednesday, February 1, 2006 Page 1 of 1 • FINAL INSPECTION FOR FRONT BIG WINDOW ONLY OTHER ONES HAVE BEEN FINILIZED. .RISTINA BURROWS 305/303 -7931 (C) 1,4 ' v 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 12/29/2005 Inspector: Grande, Claudio Owner: BURROWS, KRISTINA Job Address: 308 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HALLORAN CONSTRUCTION CORP. ildinq Department Comments Wednesday, December 28, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon - : (305 795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number 305/758 -9868 Parcel Number 1132060135590 Lot: Phone: 305 - 545 -0405 Page 1 of 2 308 NE 99 ST FINAL IMPACT WINDOWS CALL BEFORE GO AT (305) 758 -9868 / I Passed Y ) Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 12/27/2005 Inspector: Grande, Claudio Owner: BURROWS, KRISTINA Job Address: 308 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HALLORAN CONSTRUCTION CORP. Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Final Work Classification: Window /Door Replacement 303 - 7R31 Cr) Phone Number 305/758 -9868 Block: Parcel Number 1132060135590 Lot: Phone: 305 - 545 -0405 Tuesday, December 20, 2005 Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2005 -1051 Printed: 8/10/2005 Applicant: JAMIE BURROWS Owner: BURROWS KRISTINA JOB ADDRESS: 308 NE 99 ST Contractor HALLORAN CONSTRUCTION CORP. Contractor's Address: 804 NW 7 ST RD Local Phone: Parcel # 1132060135590 Signed: (INSPECTOR) Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 9 & 10 BLK 41 LOT SIZE 100.000 Fees: Description Amount FEE2005 -10959 Building Fee $180.00 FEE2005 -10960 CCF $3.00 FEE2005 -10961 Notary Fee $5.00 FEE2005 -10962 Training and Education Fee $1.00 FEE2005 -10963 Technology Fee $4.50 FEE2005 -10964 Scanning Fee $3.00 Total Fees: $196.50 Total Fees: $196.50 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/11/2006 Construction Value: $5,000.00 Work: REPLACE EXISTING OLD WINDOWS WITH DADE CO. APPROVED HURRICANE IMPACT RESITANT WINDOWS AUG 1 0 PAID G1 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING D Permit No. BT 2CO I PERMIT APPLICATION aster Permit No. FBC 2001 Owner's Address City I-1'-1 t ` .." ► �CQ S State Tenant/Lessee Name Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) ..jA• --hE . za,�Q1 ,,,3c� Phone # � '��j� Q ...�� c:1 X Job Address (where the work is being done) City Miami Shores Villa County Miami -Dade is Building Historically Designated YES NO ✓ Zip aut3g Phone # Contractor's Company Nanie / V 4"112 Phone # foe/ Azo S Contractor's Address City /##j Qualifier State Architect /Engineer's Name (if applicable) $ Value of Work For this Permit /r v uu Submittal Fee $ Notary $ j Ov a Scanning $ 3 dti . Code Enforcement $ Training /Education Fee $ Total Fee Now Due $ ' (Continued on opposite side) * * * * * * * * * * * * * * * * * * * * * *,► ** • • • • • .•• • • • • • • • • • • • ` • ; • • • • • • • • • • • • • • • • •• •• • • • •• • •• ••• • • • • ••• • • Mechanical Roo fing Zip aFlie, Zip 53/3 Phone # G3 - � ` o.r5yg o 'o _s State Certificate or Registration No. p6, Certificate of Competency No. Squar Footage Of Work: Type .of Work: 0A ddition, ( / Iteration DNew gi Repair/W.1cl ❑ Demolition • Describe Work: ilte ac Radon $ . • . iiith • • • • "— : • Bond $ • . • • • • • • • • Structural PIati;RtvCevW*. $, • • • • • • ••• • ••• • • #FeeSi *1 *• *•'.i *, *• Matt * * * * * * * * * * ** Permit Fee $ t::26 d2 _ • X Bonding Company's Name (if applicable) V p Bonding Company's Address City State Zip r . K Mortgage Lender's Name (if applicable) v a� Mortgage Lender's Address OG �� ► q � Eb €P P,) City s=§ State 1's-4 I Zip Application is hereby made to obtain a permit to do the work installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 1( Signature The foring instrum day o who is 1C NOTARY PU Sign: Print: Chc 05/13/03 r or gent nt was ack wled d before U U is me or who has produced by Y► S nG A s identification and who did take an oath. Signature My Commis ion Expires: Ju 3, 2'10 % My Commission E t vA "vcia '��ded gin! * * * * * * * * * ** * * * * * * * * * * * * * * * ** ********,!*# i**** ** *** * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** •• • • • • • ..• .. • • • g 5 • ••• •— •— •—.—•. Plans Examiner • . • • • • • • • .. • • . .• ... •• • • • • • • • •__•_• • • • • • • • Zoning • • • • • • • • • • .• • • • •• • . • • • • ••• • • • • 000 • • • • • • • • • • • 4100 • • • • • • • • • • • • • •• • • • • • •: ••• • • 000 • • • vr Contractor The foregoing instrument was acknowledged before me this 104 day of '7 ( , 200S, by iie1/Mac) ff8L - /(1 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: /�� 4/1,c2; Sign: £d 7/ Print: pires: RUTH Ni BRITO NOTARY PUBLIC SPATE OF FLORIDA * * *''CO lt*'I459ION4Q.Dl P Ik * ** MY COMMISSION EXP. * * * * * * * * * * * * * * ** Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION • PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED nereby gives notice that improvements will be made to certain real property, and in accoraance with Chapter 713, Floriaa Statutes, the following information is provided in this Notice of Commencement. cr 1. Legal description © oof prop and stre t /addres : E � 3 y 2. Description of improvement: //27 ,q 3. Owner(s) name and address: (� �JC7X �,_� Interest in property: ©w/VG►l Name and address of fee simple titleholder: 1/71'1'V2 1 6 11 4 4 114( 4. Contractor's name and address: TAX FOLIO NO. /yl i iynzi tic F C. 3 3 / 3g 465- g 0.4_1 w z71 Aft loner /✓ji , Lh'a m ,J'V /le4'A' 14,0 /AO 97v O at it k 7� r,e . /A/9w/ FL 33/e6 . .v+�✓ suaeses46 3 3/2 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond £ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents 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 gate is 1 year from the date of recording unless a diff• r •nt date is ature of Owner Print Owners Name Sworn to anc suoscrio No ar,' -uoiic F.nn: Ivotar "s Na My commission - xoire: . . •.. • • • • • • • • • , • • • • • • • • •• • • • • • • • • • . • •- --•-_- • • • _ • . ,; :(600 :'sslV cil313 314 •: S `k,‘) \o Expires :Ju 3,2007 F;. ? 'onded antic HondingCo .r,,. 4 . 1 4reloarea D\ •.. • • • . • : gopresc: • • . • • • • • • • •• • • • • • 0041 • • • • • 0 • • • • • • • • • • • • •• • • • •• ••• •• • • 0,0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • 0 • • • • ••• • ••• • ••• • • • • • • • • 00* • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 WA (0 CI s 37 X 501/2 Di I ,Ii:1 J X 501/2 M BEDROOM 7 X 381/2 BATH 37 X 50 1/2 0 MIDDLE BED 72 X 50 1/2 36X50112 FRONT BED BURROWS 305 NE 99TH STREET LIVING ROOM •. • • • • • • • • • • • • • Q • • • • '- • • • • • • •• ••• •• • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • 0 •. • • • ••• • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • . • •• •. • • • .. • • •• • • • •• • 19 X 38 3/4 U0/ 1U/ LUUJ U4: 4U 4,000444L • ACCEPTANCE NO.: 01 -0129.11 EXPIRES: 05/07/2006 k CLL' )1CW. 1FVG PRODUCT CONTROL NOTICE OF ACCEPTANCE Binnings Pan American 3000 N.W. 125 Street Miami ,FL 33167 Your application for Notice of Acceptance (NOA) of: Series PA -25 Aluminum H9rizontal Rolling Window - Non- Impact under Chapter 8 of the Code - of Miami -Dade County governing the use o s and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material faits to meet the requirements of the South Florida Building Code. go The expense of such testing will be incurred by the manufacturer. 74i4iL*° S IS THE COVE;. ' BEET SEE NAL ' : GES FOR SPECIF CONDITIONS D JUJMNG CODE & 1'EODU4T REVIEW COMMITTEE I This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 03129/2001 1190450000pe200011asnpluwlnodce aco•pance cover paladot • • 000 • • • • • • • • • 00• • • ••• • • • • • • • • • •• • ••• • • • • •• • • •• • • • •• • • 000 • • • • • • • ••• • • • • • • • • • • • • • • • • • 010 • • rr-VaL uz MIAMI - DADS COUNTY, FLORIDA METRO -DADE FLAMER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLA(LER BUILDING 140 WEST FLAOLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2551 CONTRACTOR ENFORCEMENT DIVISION (305) 373 -2966 FAX (305) 375.2901 rRODUC'r CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Raul Rodriguez Chief Product Control Division RA Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office OS* Internet mail address: postimaster @buildinacodion'tltle.rl►m Itomepage: b$pN /www.buildingcodeonline.eom . • • • • • • • • • • • • • . • • • • • ••• • ••• • ••• • V0/ 1U/ LUU:J J4. 40 4100044474 Binaings Pan America* 0_0 y' AC DLLL V 1 L W . 11 `K4 APPROVED EXPIRES CO r 4UL U. ACCEPTANCE No.: 01 -0129.11 • MAR 2 9 2001 : May 07. 2006 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 0212.01, which was issued on May 07, 1998. It approves an aluminum horizontal rolling window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series PA -25 - Aluminum Horizontal Rolling Window — Non - Impact and Impact Resistant and its components shall be constructed in strict compliance with the following documents. Drawing No PA -25DC, titled "PA -25 XO /OX -XOX Horizontal Roller" Sheets 1 through 8 of 8 dated 10/7/97, revised on 3/12/98, 3/20/98 and 4/3/98, signed and sealed by Wm. M. Meyers, P.B., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents • shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, Configuration, Glazing Option and Reinforcement, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal rolling window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protective system (shutters): to determine whether the installation requires a hurricane protective system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.13 Any other documents required Ljyt $uijlding Official or the South Florida Building Code (SFBC) in order to properly ivaluate the Inptajla icon of this s 11�an f Per , P.E. Product' ontrol Examiner Prod ontrol Division • • • • . • .2 .•. • • • • • • • • ... . • • • • .. • .. . • • ... • .1. • • ••• ... • • • • 00* • • • .1. • • • • . • • ... • . • • • . • • • • .. • • . .. • • • 109 • Binning, Pan American ACCEPTANCE No.: 01 -0129.11 APPROVED MAR 2 9 2001 EXPIRES May 07.2®6 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance bolder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami - Dade County, Florida, and followed by the expiration date may bo displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and thi • ast p ge 3. •• ••• • • • • ' .�.utfltr�� • • • • • • • • f p a' P. E., Prod-Control Examiner • • • !redisci Control Division END OF THIS ACCEPTANCE a ••• • • O • • • • • • • ••• . • • •.• • • • • •. • • • • •.• • • • • • • • • • • •• • ••• • • • • . . • • • •. • • ••• . • • • • • • . • • • . • • . • • •• • • • ••.. • • • • D. MATERIAL CERTIFICATIONS 1. None. VV/ J. L VV, V Y. Y0 410004.447L a NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part ofNOA) • S.••••• • •. • • • • • • • .. •.• .. • • • E -2 •.. • • . • • • • • • • • • • • • • • • . . • . • . . • • • . . •.. . •.. •• • • • • • • 4 J-f L Product • ' s 1 Division E {7b • Binning* Pan American ACCEPTANCE No.: 01 -0129.11 APPROVED : MAR 2 9 2001 EXPIRES : May 07. 2006 5. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of 1 specimen of XOX aluminum horizontal sliding window (109" x 38-1/2""), prepared by Fenestration Testing Laboratory, Inc., Test Report No. F)CL- 11270, dated 9/7/95, signed and sealed by Yamil G. Kuri, P.B. C. CALCULATIONS 1. Comparative analysis and anchor calculations, prepared by Robt. E. Fisher -- Wm. M. Meyers, P.B. Consulting Engineers, dated 2/3/96, signed and sealed by William M. Meyers, P.E. E. STATEMENTS 1. Statement letter of conformance, dated February 16, 1998, signed and sealed by William M. Meyers, P.E. 2. Statement letter of no financial interest, dated February 16, 1998, signed and sealed by William M. Meyers, P.E. F. OTHER 1. Notice of Acceptance No. 96- 0212.01, issued to Winnings Pan American for their PA -25 Aluminum Horizontal Roller Window - Impact, approved on 05/07/98 and expiring on 05/07/01. • Vlanud erez, P.E. Product C 1 Examiner • • Bhoalnea Pan American • btLL - V ILW. 1I&, MOT CE Q AC EPTANCE: V1DENLCE UBMI T D (For File ONLY. Not part of NOA.) . • • •tr � •. • • • • .. .. • . • .• • . . . • . . • • • • • • • • • . • ... • . ..• • .• . ... . • • . . • . • • • • . • . • • • • • • • • • . • •. .. . . .•• . • . . • ▪ • • • • •• •• rMUt 177 ACCEPTANCE No.: ___114132.4L..—. APPROVED : MAR 2 9 2001 EXPIRES : May 07.2006 A. DRAWINGS 1. Manufacturees die drawings and sections. 2. Drawing No PA -25DC, titled "PA -25 XO /OX -XOX Horizontal Roller'' Sheets 1 through 8 of 8 dated 10/7 /97, revised on 3/12/98, 3/20/98 and 4/3/98, signed and sealed by Wm. M. Meyers, P.E., B. TESTS 1. Test reports on 1 Large Missile Impact Test per SFBC, PA 201 -94, 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked-up drawings and installation diagram of 3 specimens of XO aluminum horizontal sliding window (73" x 611, prepared by American Test Lab of South Florida, Test Report No. ATL-0721.01 -96, dated 11/11/96, signed and sealed by Gerard B. Sullivan, P.E. 2. Test reports on 1 Large Missile Impact Test per SFBC, PA 201 -94, 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of 3 specimens of XOX aluminum horizontal sliding window (109" x 61 "), prepared by American Test Lab of South Florida, Test Report No. ATL- 1108.01 -96, dated 11/12/96, signed and sealed by Gerard B. Sullivan, P.E. 3. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 - 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of 7 specimens of XOX and 4 specimens of OX aluminum horizontal sliding window (109" x 61" and 73 -3/8" x 61" respectively), prepared by American Test Lab of South Florida, Test Report No. ATL- 0513.01-97, dated 7/11/97, signed and sealed by Gerard B. Sullivan, P.E. 4. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) ForcedEntry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of 3 specimen of XOX aluminum horizontal sliding window (109" x 63 "), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1204 l . dated 8/22/95, signed and seated by Yamil G. Kuri, P.E. • • • • . • • . • •' • • • • • • •Ivtarrire , P.B. Product • 1 ' of Examiner Product Control Division Ub /i1J/21H1b U4 :413 4 /3tib424yZ Binning! Pan American ACCEPTANCE No.: 01 -0129.11 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) 5. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of 1 specimen of XOX aluminum horizontal sliding window (109" x 38- 1/2' "), prepared by Fenestration Testing Laboratory, Inc., Test Report No. Fn,-1270, dated 9/7/95, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. Comparative analysis and anchor calculations, prepared by Robt. E. Fisher -- Wm. M. Meyers, P.B. Consulting Engineers, dated 2/3/96, signed and sealed by William M. Meyers, P.E. • D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of conformance, dated February 16, 1998, signed and sealed by William M. Meyers, P.E. 2. Statement letter of no financial interest, dated February 16, 1998, signed and sealed by William M. Meyers, P.E. F. OTHER 1. Notice of Acceptance No. 96- 0212.01, issued to Binnings Pan American for their PA -25 Aluminum Horizontal Roller Window - Impact, approved on 05/07/98 and expiring on 05/07/01. .. ... • • • • • • • • .. .•. •• E -2 • . • • • • • . ••••• • • • • . • ••• . ••• • • 1St LL - V1hW, 1NG APPROVED ; MAR 2 9 2001 EXPIRES : May 07.2006 • • • • . • • • • . . • • • • • • • • • .. • ... • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • •. •. • • • .. .. 000 • • • 000 • • erez, P.E. Product C 1 Division VALUt U5 • -•• • • ••• • •••• • ••.. • •• •• • • • • • • • • • •• • • • ••• •••• • .•• • • • P10 FNPN MIST nave 1 I/4' EMDLDMINT MIN. INTO W00D DUCK. SEE vier- 114 fOR FASTENER .•ACING. I_ -174' MAX. Tr?. 3/10 DIA. TAFC014 MUST HAVE 1 114' EME[DMENT MN. INTO CONCRETE. SEE SHEET $4 FOR FASTENER SEALING. SHIM A3 REQUIRED 114117411/ u u IN 1/2' GLASS r DTR Tx. DIMENSION I IIMENSION MAME . 1 • • •■• _••). T4•0701.1.70001 u M••14.7/ ••• 77 •- 0700,•• MOOS © . 7 • • . .:1 - . 1 .. : H. L' • Od M • Oa 0107/4 970•0/77 MOOD 417700 • HORIZONTAL SECTION BILL OF MATERIAL PIw+cMOM i P7070••707 7 001010/47 SO PID1111010 SO rum W7701 IfXOZ M417741.71:•••1 MOMS 11111070X 7 • 70i40.C77m a .anr ohms 170aO7m•7 0 PPP SOW 1W 1 104 7 71r7071/4O1D1 OM= E.Off • '. • 0177.00 ROMP 1141 2741 M IM$ 1•• 14• 77.07, 1007 IOI I•• 71.• r•101Y14.11 1•771 "°y11VM �17'°lp' MEM M 4.00 1• r77 PI! 77414 as1 11404 10■4 0474 744►1 3/1C DIA. TAFDON MUST NAVE r 1/4' EMEERAENT MIN. INTO OOMCRETL Sri Sri= 04 MIR FASTENER SPACING. IMP 110117 lAs •014 •011 •0 0.14 0074 007.1 01010 SO- MO AUSS MOMS 070 4074 MO 1•7 YE= MI 17.10rrM0771er i! a 11V •O1r•t 7100.•0 /Mrorte0YA0forT40 /A IN • molt 111 1111141 O l• IESnTi. 8 ifT.11 ! i =Imams IWqRCIIII ® 0 us m1TF.7 ElEf-7 mars —171 ERZ=0 r rrr• 1•• ••• r ▪ dim= rr■•Orns —• — NUMMI SIENIM NEE512 IKE= NUMMI wow TE EICEZDIES X31 E1141E MENEMEMIEIIMIEM•101EmMIt'/PIER =M.= �7r< 1 F7 arrwinwwwws NETT!! MITF5TIMI Wlt MIEN= =FQOlaffnlELE.111 MIME 0 o ®_.W FEN WW1 CI i a MIEN I`_ 9 >E,IC , � .9-t•.:� t•r.J 0•1L Eiv M •> Tom' iM71=RXTiTfiJiT EWM TlF�l•iIL7 •al mamr7 nu 7 asims ES7 777070 'ldswirL7mINIEi7_fiww11 1! EJ 1'-ftr -MIEN1•11111•70=MIFZ MINN - >v_®NIrs ®m sip was i�P,>•E>••1• iIE11!.r11 l77JmO •••• .0.••1pnDO11•1•11 E 441010••••0. room ••••■•■•• 17mg, n Binnin g s ck 3 1 rAmertpn ROST. E. FISNEIi MM. W MEYERS. P.E. Comwllha Es Mvs 9301 ICE_ GO A•• C•300 WNW Sham. R. 33138 75•1117 %97 -119 F•7 51N11 FLA. 107 5 STRUCTURAL a s /:t /d/ AMMO) M COl771113 rem 9t 30UI11 nom maraca= pa. -• OazOOrRMR{OrIQ ACOMMICF iap(•Olt ./t P.O. Sox 030038 2105 N.L. 105N1 Slnll 111lOI77r. Florid@ 33113 (505)231 -2350 � 1. I PS. r 1 rii 1 1 PA-25 XO/OX - XOX HORIZONTAL ROLLER HORIZONTAL ASSEMBLY DRAWING w ia7`l. 1"271 754 rm."— PA -25DC 1 11114 " — a v a 1: a a a .c a L a a a z n c 1. • • • • ••• ••• • ••• • • • • • •••• • • •• • • • • •••• • •••• • • • y MM IA.DA SNAP LATO1 LOCATION a MAXIMUM 5Nt1r LATCH LOCAflCN • • •• •• • • • • •••• • • • • • •••• • • •• • • • • • • • • • • • • v.. - - a•rt Min .'HV.'T .a∎r a MAXIMUM SNAP LATCH LOCATION a MAXIMUM SNAP LATCH LOCATION IRAM! O.S.M. au .morn PA•13 XOX STANDARD ELEVAnaN RAMS 03.M. BUCK wort PASS OX!XO ENTERS EtEYATICM B.l-.7�.r' •sue ale _'1/111•1 V i'A r-a: — arcs 111 - [ Olfii.^ 7F�1•ff"1a 0 ~wow ACOM=AS I ROKE C>DIr0754 < A C. YOM A 0140910/0 r VI COM,9•451• 37105 ra X 077 JIM Port Liss Hod ag Joabl Cour RUM tAal•o/ Td3im (WOW R 1J Al1r . MINIM • Sol � » "(•rTr:•.• :lf•LaL7.:�,7i� rlL�i>: �. ^Zrt7'T1��ti?'!• . srr a rc . s ra:,c•:rMINNI — ir 111.111 ^t om 1 67 2winCLOL r. f::11.7 _ t * ; 11; TC 11111/a5=1111111. ar:Mnalalk:1 3030C•7dh7 R BT. E. FISHER �/j��. Jam✓ Wht. M MEYERS, $'"E' ' F " LA 1 e 7 5 Y 6 �1r i , E.:= A C STRUCTURAL Mram1 ShDr•s. PL 33133 t>a�l 751J 1T1 ria Acs•0 sumila De e3/Ar/o■ AIPOREDLSCOR7aG IILM MI OWN tXmlaaaOO40001 1 AOarN rapt- C124. Binnings A merican P.O. 1m 130033 2105 N.E. 135th Shed YMmi. Florida 33113 - {5O5)131 -2350 •.. mu Aw {Ar.m.• (aw�•wr a•a I l no l 17 1 5dB _ ADVDA PA -25 XO/OX - XOX HORIZONTAL ROLLER CONSTRUCTION DETAILS •• • • • • • • • • • • • • ••• • • • ••• ••• • •• • • • •••• • • •• • • • • • ••• ••• • • • OEM Qa ELMS t)C>ItWINItttNIZIMILLa/ti:'>, 7t 1F7t 7tal- �r'F1r T1rl�rF>faF17FE 4 71 TIBMF 717F117•10 arrmul__rTimmrT7 r'E7R'47ar'F1r Ea11?>7LCI!r MC3MINETIIMMIN armmm 4].33x33. ■c rr cu-t..r-votarurval acsart>, 7 Ma try 71IWIN=r lC3 7c1>I 7I1r3IIN st- NCTINIffal•IWTI trEE INIEEMMO r 7r-L1rrlsarsatr?!r. -. 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Irl1.ar> s 4.006 .000 a6rk7sE 7taFP&71MO 7l/VII allIMMI118 ETINIEIXIIIIM)ll&s INEF EI E!•I/Ea761IaII7r.1t TMI■6Pr1a1ELI>ta6ZT1ta9l7s l 4441111 •111 11 a1fZUM7t7M7tiii3 171 tii 7EIS:l7l7�t�7 3 1a sErrtitaIZT11151;1 6s fltETIII 1a417 Elr111iaTlr•71 111EIEC• EDON SWIM a sal WNW INEM11 1101a1Mi:•EMINI T ENIMEL f7 a111r1=1MttlKEIMMETE7t71T•7MIE 1111_Ei•T7EFralE.I7 EaI7tit�27 [71lii�I]f7l5T1f1tit�'ex7 SEEM MET= =OM MIMIM 1a 7•11IT•atE:TatE7T7a67T7 MUM = L•rMafral• menni. mom E1C>I 1ttt TK:7 arms t uslmi 1171t1 Rl23altiii}ZE m iemm EFE7t�>•aEe71tE11F1�1f 1 1.11614 IEtr1EI><1ttI frilt7t7171ONN 1♦1 WT1t6br1 7 OMF111 =MEMO .V1EiT1lFMNIi111IMIN a S ><1 >F tSi 1171/a1Ti1 70.000 30.000 10000 14.000 w a.w41110 (Js14• r • Comparative Aaalyris (Positive Loads) alb Y 1440 it .*6t.1044MWar 20 6641614. 0614,3 1A211460 Mir 10.0.•d n Co■o• •AaflUawa uV T• pied Dort *me Oar .4Rrp tAtL6P131.0N/ tL•ralh AO War War WY w1.am. Est 10110.1 Comparative Analysts (Positive Leads) Mk 118 ►841 ael.ed IRlesW1Mm 10 balm 0.1e lash MIL Mir11q*4aml Camp•61.4Adl►•11 YII Aa.dat/6y lope 016. .4 1t * 1121.0141 Thar min v . t n1644411oam . • ! l:sl:ENIE1:111•1MI.I:EINICIII7 71st a IRIIIM - 11aG'.T7tTMIERI ININ 7ri1<ZZZIFala aft EL WEN anal" MEMO O'-T1,t 1 - 1 7E'J a =w ✓•tor ss r7lsS sEP3I 1st IIMI a 1111 11K3: rliaf 7f ill[' 1NICIAINIE •IIIIIrcIM T1l1E7 1 "W731r31Er•T7EC7E'I711ET7m INEM'7L =-T7 71111WIGIIIICr177 71tttr< MINETN-�NIM E`SE zL ar' < IMV:17E77 mat ti 1sC37 lEiEIN E'A7En711i:-'t:7 1iC37 7�'T�i 711 1E>7 <71111 T7ER7tIF tillOr aIWT111ri7E_T7 a E lI7 t]mIIIFR ETAIE37MPIIII7'167416 tH aFrr 11E'-a7 E`�E`T77 iS7E 7>E'T7 > _t'•T71 IdaLt'r . -= T1•r"T!E'i711r't7 7118 t• '- TIN aC'Z7 TANIE37 rira E_ nor' imam. I MAN ItNEEELiA Eft mE =prism E 31033 8040 77.000 Comparative (Positive Loads) Ise 66 /AU s.*S Wflar OM& Warr 11•466m.• • • n C 0044d + 6 4 / 0 6 s . i 0 ' 6 4 w 1 1 4 1a+lmim; 01.11 • ATI.6012U1414 lbs. miff •.• ... ' - Edam - 6446 W tali. [id . , NW= Willi M EME _asaMa�ERIM mf7 1 . ar_111111MITAUI WA1♦1a� 7rMNIONTE I mow i ' � L > • MUM rT R MEM F:'F1■ r1F7r'iimar 17Iti4 E >rF7 7 71IE>L�it t �r t =_ MORN t Lz ear It rattt7€1CF>• ® r 1W1M ®3311IMMINIMUll ar7mar: FSarma r - T111 str:_F,tlug7rTtm tSS:7 r F7IIVIA1rrF1.1 ='E1 r:111 ar`EIN mr3Foo warm worm I WPM WE7 MUM t MUINIUMAN 1• rzmr'1F7t'IltrF7a[Tst IIIIMi FlENUT_ _ 1 2!4L E7t'E71 ar -r or 10.133 40 033 44 COO 11033 .1000 Comparative Analysis (Negative Leads) T .b O 1841 84.!.•0•1 11•111 .4 41181.41 X0 nano 13641416 Loads 1104 w Compaw0v. Aedpla .i0 vi• Tspaal loop iapad 01.■ T ae 11.1 •t ATL 10711.0146 W l.dow Hal 64(1•1 *41) 7146. »a4u 022fizz 46(6x. lerriaw pnam Comparative Aaalysb (Negative Lamle) .1b SI sad• a wte161 404 1►•4e 710 Rq.dn 0. , Led. • s Coapdn.. Ard7.i1 MO 3711• Aaa.i.l Wiry !area 01•.1 Tai L • . ATC 141771 -01 -66 Tla. mini •. • 4iwlweimes ELM MC=tIMIIrkl 111•1111C:110 MUNN Mail ILIZtFlMIIIEti 11174NZt1C7E'I<7 - ,-. '--. aer -s MettflEllE_ll1Erd6>f =M lam 11Rr1 ff1 E-Li7 wry= maim wpm !' ime rn 1 '- 1 .5 1IF7 aMIIIEBI1 IMMUNE !'x7<1 7NICIENI1=fx7 IMINrrnmarcris wnrieur7m E'-Tll _ ErrrirlIM7111111111 !!^ InI MET EI t r-lC>• a1�71ttt> MIMI!NI ;111111 aQ .- x•!II_R7!.1111I NM= 11111'S N NE TEMr- R11lTT1IM711lrgUINI !I1=VIM MP M ar-;;T_ 1WPC= I: TSrrSSaElI6 >tEFI71aEF1r7E*•T 1N llIEfillIEGTC_ It7IIV11- ltrTIII MEMO MISIT !•!T1I• alto: SIZE aWPT7tatTICIN!'_T71M1,11•1lrr_- 111ONI 1.11 111 LIEI- x7lrTX7O mrs_ saris.37ata »E'i[tilrse>3sttBEElrfac'167 tEFTl1E 'I�t1ta!!'Tlt7lr'E =tlr1[7!'T� tt!�X7t1!''a7 !Willa T 17lPIMIWPrIMIE ..-T•stE i71tri1♦!'T7tET7 lfMINN 111FFT1 <E'TIO!Tn.IW f3f71TWINEM= 1I1F1F! 30.000 .0.o/ .44. !A•do■ 11. 1 ✓1161 ttaEt = fafalal ECM EtItll tl� of =e INVEZINI MEd KM ilfr7[■ 1713 W MINIM tIi• •� tEIaJIII Waal IMI YTx7 MMI iFIL7 INGT7a6 E1tiE E7>< 7lttE :11111t>67T7E.V!sE7TTIMR1f.1 - - MI MI !!IIEl6i471E1TMINIEE LEE7167ttI'I E tla7 _ aEM7ata7x7ns:•xaf_ 111.7 7lrL1- tl!MII EITIO a6I• a7 ltl5ziasE7<<E: ;rsMISZE7a6I7F>tt ZFEI War= OWENINlTEtIEMII =FM •1643>f1EZ]67 >11•IZalLd1 EI7f1 a -2__ i171171tI6I1ra1 EIT! Ei 7671 alI.77EI 111=T sal IE'>srr_E MT= .10171 E3I »7rLi1 EI16I 011001111 NEMO Ma71 ETL EMO •67T111M5T11•1•57 =Mal MUTE. rum Nano morn =MIN tafril tasrila6-R7 IBTAIN 737I17Eir7NUM 110 ELI7 ENIME 7tEZE71ft11•EIR1NIKPII EIX1116S7[f EMI" l_ZT1EL>I7afsm6l MOW WIMP ME FINNEMMIEIT1 aa1E391j INM IIONETF1t116I•!7afszT7f1Fr•TE1 R x7 fa616s116. rlllllarrl 11 000 46000 14000 14.000 41.000 7 .000 Comparative Analysis (Negative Loads) fib 011 98-3411010•062•11104 WW.• s01.O1h4 D. • Lomb Rudd se Crp.nr+•Aa.l1.i. bib 3114 Tspali ]•q lapse 0166 Te. eapat A TG 60711.0146 41W.wx110 p•.u9 W iad•w R 11 inch. Theo mails Dal= n9ai. b.0i•a. p 73101111 4101 f 3e741, 447 FLA. 1875 STRUCTURAL Oai, aiisj /sr AW11O.t0M comma vemee sass 1ia01G Q 1 Arffif.OF Ramo me mama Aoee.rsaceln 01- 1113 SUCK Warr b _ + i• =r r 1 • t. .'.. 7• - 6631 �i1,4 WitC0 O - r M1 Yw46Q Q1 at - • 36 36 13/16 7714 72 fns 17 016 31 36 3121316 3433 34 1136 33 MM 37 _• - 3731 34 3136 3414 33 7114 341311 3633 -1 7 � ® Ni 37 313 l ISTIFEER MIAMI! 37 Mt 37 446 liThIll 43 36 16 _ - 4•13U/16 45 33 4333 45 416 V tl - 6D 3613/76 + 37 33 33 146 6 41 • • • • • • • •••• • • •••• • • • .• • • • - • • • • ••• • •• •• • • ■ • • • • • •• • • • • • • ••• •••• { • 4444 •••• • I66r71d•r• MACES 1y T ip. •l 1•" l r. rr T - - ,� �1•� : 1. ( at 'ate,_• 11OR;-r = t.Y n IN IK^ss1113=1•11 .' S fri.:"•TTi�r.z ••'TT. - ' �Pi :'`•1'�_^.I'_"Ti�!(•: it1 J._-- )•ii aMIL� =1111• -T� 16 11 • 4.1.2141.01701 • •• •• . • 6 VER7T 4L SECTR7N FMA1FRLAL i• wo . a 61rw . L - J T ELM= E"TILii'•L1 E'_[st rc= ! T. a ELMEN ^a i -r__ m- I 0111• y1 7� -TT-7 ,- r>_1�.• _�z.:- a • MM ZS!•rrf•!• - 71L ., :•. >,� is rL l r.�1E ^7• 1M =MI 1 ai�IM1•s "' =S tI� �it RI must 11A .1 r ”— . 7 It c. .-�:.. i P� r ,T1*'�ri�+�F'r�rT�Tii i t•�a f. "'i17t •iii ��'LL 1,•l - ��l it ',/ _ 0 11 0 1 1111 157 • VINIL ••1114 - .101 414773 arnalAt ornla,AL PA35PRODOCi 242:30•11772 1721730171437mr • • •• • • •• %•s • •••• • • • • • • • :. .• 11 WOOG DUG .IN • 3)I P PA. TArCON MUST HAVE I 4 EMBEDMENT MN. INTO CONCRETL. SEE sneer 04 TOR I M• MAX 5ASJET10t SPACING. M. Q 5MIM *5 RE37UItED 2 1)4 It2' GLA55 CITE TYl. IM' MAX 3)1 P DIA. TATCCN MUST HAM I)4' EAICEDM4T MN. IMO CONCRerL SEE SHEET 64 MA FASTENER SPAC1NG. 2.693 WOOD SUCIMSTALLARDN • 'RECAST 1 POURED UL BOTALLAT10N ' $104 A5 RE0UItLD )4' MA71. 5311M 135 Rfl0111tiD 114• naz. /10 MITI MUST MINE 1 I/4• EMEEDMENT MIN. NTO WOOD EUOC SEE 5M:CT 04 FOR FASTENER. SPACING. AcaZglIerr limo IR aws.0 Ito re )b •` 107•7 mums AL T3a44 son woo tryt nliem4 7(wmrS ..6..•q•r ssa` Imiri47•:4644 wilds 4Mess 631ER WM. M. MEMO. RE. C66ruMNq Engln6•n NO01 N.E. MN M . C•IOQ Mimf Baer••. 11.33752 f>4 I641M71167ra36 410 3 4I FLA. 1875 STRUCTURAL We POW., Blnnings I I l P Agerican P.O. Box 17003E 2106 N.E. 11151h *Not Wan11, fla,$da 3.1133 (305)131 -1350 "T.r.•. • I"'" ; I"' 1 PA -25 XO/OX - XOX HORIZONTAL ROLLER VERTICAL ASSEMBLY DRAWING ai••• •m•m • imam 4441=N. Merin 12. a7!9 7 44.446'3"'" 11.1900 6 • 1 1171E0661.42161110 w:.. aamtrumot617LW 1116 6fiAICa xecompact woos ifi•6Pi•Wi1n 04. 0173.11 • -• • • • ••• • •••• • • •••• • •• •• • • • • • • • • •• • • • • ••• •••• • • • •.• • 511IM AS RDOURfD • HORIZONTAL SECTION BILL OF MATERL[L Eso•fq 11 701 lbxOY•a01 O,0a1 W 701 1 .1 01 Oba11i•70 OYx1•Ur70{ Vali 0rO111.1100•11771117(1715070x1 031140.1111.05 i-0000 017•3K IMMO70.1 01.11007101 r= fb1 w.. 1 .O. .M 143 Pi n NMI 7MR sur WNS Iqq 11.1. Ord N•14 7004 74194 •/7 tir • • •.1 ND MN r i 0 RUM MUST MOM 1 1 /4' EMKOMENT MIN. NTO PROD dJCIC SEE SMELT M FOR FASTENER RACING. LXYAOD 9JCKINSTALLATIN '•••--J/4' MAX. 117. 3/10 V1A. TAFCON MUST MANE 1 114' EMEEDMENT MN. INTO CANCRLTE. SEC sneer w FOR FASTENER smarm. 1100 AS RLOIJIRED BUCK DNCNSION FRAME O.S.M. 1 I XI M00!PUCK INSTALLATION FOR 1470 MUM 112' GLASS r _ SITE rd.. 01171=010 0101 nom.= 1.70X7 jQ070 sa•x7 1m•a. 311 Q' DIA. TINTON MUST 1AYE I /4' E'MEEC1{2NT MIN. NTO OONCNfrL SEE SMELT M MR FASTENER FACING. woru 71Orsou'° Pit and a• ra •74 .074 •174 —74 •071 IMMO M. .1.1.611" .IlS MEW. lid Lai N7♦. • xr•011 morrow 'wiz V4 arms ' MOM* MIL 60 S - {ia1p1.101�7RAi,si77 Ira 1101=1101=111.11% 1101=111.11% 7 M L _ S7 P OImY.A 137./. D IM 951 11110/1 ANNI 111 •!r>•,ri•!aT,r> '!EZ 11a 1 isrr>, 6! E"I177.11 ®E1! lE_>♦ Ef» i 111 •E l• ®® 6110 rrsrrlti:r•ay 1u000. Minim rIPs lam =111k.J11 IIICEENO =12•PZEIIIIMEFAIII l7LL- 16QL4l• EM! O6E4E,J 666HEJ7EUP=4T1i1E1]:.)•_1L'SL LT: �11r 66RF �>•6fiiTi ili iTITiT>117r7 f11?iT! WAIN MOM 61614EENEVE5NLIEM61IAMIlIi7 D p ®INUJIMBI 11: !11n • a 1• i 6)7Ti IIII �T1110IT _ NI E11 P -IMMINI __ _EW1.66E)m 6t..Ca IW 6© • MIEININ i• t ! r ` e - IS11 — MIN110•1111FTEMISIS 66TH f?E•1 siWAIIIIIIE'i1 6s71T.^_ II .1© ® *norm ® IMMI IMMO 1•. "1.' ' ' Ja TI Y toad= me 111 Nbl A wee 14a1mim Mows. WON lasmmomMin min sirmu■ mom I $1007 Dr ck I , n 8kuungs i AR1811C8n NWT. E. FISMEN WM. M. MEYERS. I.E. Coriullna Engineers 1301 M.E. 601 A b. C•300 Mla'l Rheum Pt 33136 136..1111 361.1111 RN 3664s6 Ate FLA. 107 5 STRUCTURAL Dit 0 /d/ P•N Aa =MIN NM1N1 MUM Ralph v1x6 o= aocsp•c61n DI- 0124.11 P.O. Sox 630036 2805 N.C. 1SSSfh Shad Womf. FI•Ffd6 33163 (305)931 -2350 ... MIMI. I "•" 1.5 I I� 1 PA -25 XOIOX - XOX HORIZONTAL ROLLER HORIZONTAL ASSEMBLY DRAWING (4..h►w`.7. I""""" PA -25DC I•"`" • _ •• • • • ••• • •••A • •••■ • •• • • • • • • • • • • • • • • • •••• • • •••• MAME 05.M. FRAME 03.M BUCK 4vivi ` '17 Port art Vol ad Anew Cssor PA -25 XO/OX - XOX HORIZONTAL ROLLER CONSTRUCTION DETAILS D' MAXI sNAr LATOS LOCATION D' MAXIMUM SNAP' LATCH LOCATION • • • • • •• • • • • • • • • • •• •• • • • •••• • • •••• • • •• • • • • • A 7 I (2' MIA MUM II SNAP viol LOCATION P11,25 OxfxOSTANDASO ELEVATOR F• tv • rim= =f �Z]• MAXIMUM 510P URCF1 LOCATION el MAXIMUM SNAP LATCH LOCATION ! RAME X. VADfn Pk25 XOx EGRESS ELEVAT a I 0 Y � 0 PAZ, O1fA0 EaF EGS BFVAT C•1 FRAME O.5.M, L UC( wlorn PA•P3 XOX sTANOARD ELEVATION Er •ate f.ra a_ L �JO•I • 0 i 4130, KE S C.r 4C41 STRUCTURAL Weird shorn. FL 331» Pix 1751JOT MIAOW io WANK Dow 011 Marron AgUtlfmAS reto a coLvarwabourrcr Waft A Croaa7Ay re11¢ 3 hi E ROST.f.f4SNER � VIM. M. EMS. PI. F " LA. 1876 Binnings ff - • }not Now lw¢ a nav Comm..•. DAME T -S . to fEwws M T sA� t Fit Td Ms Albino nor Cur SIM Fa lams El* Jail= •nos S " WEA • •._ :i le.:. _r(.•r- t• ^+ L r-V- . 1111M1111.' ^ • f'""' nos; e rr-. +rr: • c Pr-if • r'- • r '-r• • :} .t r. -f. t_--rrr12]RINENZ___ TMINEN •• 1wir7mot ', 7 i'rSTE S 0 71 r NF•atEOASCON•DIC •QM WS *NM +>AOA .•t0YA000L DAD COX COMM pow AoarAI+lY wp1- flu.11 PA. Sox 11300311 2805 N.E. 115th Prod wNtni. Florida 331113 1306831 -2350 Frame Jamb Number of Fasteners XO /0X Unity Window - Window 34aN(14rt41) 1014• • ► 33 36 36 77.375 40 44 41 40.625 60 . c l f : 2 f 3 3 3 3 3 4 4 4 30 2 3 3 3 3 . 3 4 4 4 • 1 3 3 3 3 3 4 4 4 _ 2 3 3 3 3 4 4 4 , • 1• • M 1 3 1 3 3 3 4 4 4 a• I• 2 3 3 3 3 1 4 4 4 13.3 : _ 2 3 3 7 3 3 4 4 ■ 4 36 2 3. 3 7 7 3 4 4 4 illb•• 2 3 3 3 3 3 4 4 4 61.. 2 3 3 3 3 3 4 4 4 64 2 3 3 3 3 3 4 1 4 •1214• 4• 2 3 3 , 3 3 3 4 4 4 SUB..— 2 3 3 3 3 3 4 4 4 • • • Frame Hod & SW Number of lsutenen XOX Units .w10llb Inaba) - wae.w Hops (111cb..) 23 30 36 n 37.375 44 44 46 49.673 60 72.600 6 . 4 6 6 , 6 6 6 6 ' 6 34.6600 1 7 7 1 1 7 7 7 7 96.000 10 ' 11 14 10 10 10 10 10 10 105.373 33 12 17 12 12 12 11 11 12 101.000 12 12 12 12 _ 13 12 12 11 12 • •_, • • • ••• • •••• • •••• • •• •• • • • • • • • • • • • • ••• • • • • •••• • Frame Head £ Sill Number of Fasteners XO!OX Units slb4bw W1161 24 23.3 30 36 40 w 41 51173 56 60 64 66 77 73.373 IV feria* M IAEI 9A.M.) 21 3 3 3 7 4 4 4 S 5 6 6 6 6 30 3 3 3 4 4 5 3 6 6 6 6 36 3 3 3 3 4 4 4 S 3 6 6 37.375 3 3 3 4 4 4 S s 4 4 6 6 40 7 3 • 4 4 4 5 3 6 6 6 6 44 3 3 1 4 4 3 3 5 6 6 6 6 41 3 3 3 3 4 4 4 S 6 6 6 6 49.623 3 3 3 3 4 4 • 3 S 6 6 6 6 3 3 3 3 4 4 4 3 S 1 4 6 25 30 36 40 3 3 3 4 44 44 3 3 3 4 4 4 4 4 49.625 3 60 4 4 4 4 4 4 4 4 974•14• 1 (l.chw) 72.4C0 64 600 91.300 103.373 IMM 2 2 4 4 Frame Jamb Number of Fasteners XOX Units 3 7 3 4 4 3 3 4 4 phdwo H.I66s Ombra) 37.373 3 3 3 4 4 4 4 4 4 4 • 1 IC 112' O.G. I MO. 5PACI1G AT .10.4135 MAX. FROM MM. rr.c*.6 IND5 M. 1 2 ? MAIL. + 1 �- TYP Ar I )1GD O.G. MID 511.L Wes' M• PA-25 OX/X0 STANDARD ELEVATION G' MAX. MOM eN09 M. rc o.c. MAx. hr . AT 1A3155 FRAME 0.5 e JeK vnpm •4..4 G. mom -1 1,„1 (__„l9.O.C. MAX. M. CN05 M. AT limp AND SILL PA -25 XOX STANDARD ELEVATION Motet Thou abatis sot, to aU •!ill. rnr� A.GPwet0A4ree0MOC oOUArnr 40077!*. Moms IV Orr. ]r P.A 4177 I>rlCIO7 411.6 I Binn�gs I I f American =11=411.2.414.735 I i •■••• Pa43a M11U16D oca Vi ox34es Mies oamocoa . .. W 1L111C 000E AGCre.rr nag). 4. 1 ! P.O. Re: 130038 2808 N.1. Iii* Stud N)•ml, lrldcld. 33113 (309)933 -2350 "00,177. nr IM • l .�•4•r 1 1477 Ms76rOC I n ♦ PRa+ J 4 d• PA -25 XOOX. XOX HORIZONTAL ROLLER FASTENER RESULTS 1•.77•17•• 7).019 72.77! N.01/ A.010 .031 0 019 I 10.011 1,.019 oI a: . ,fb6.. W0021 sES: 49.5 W) :: s 44.3 N.3 69.3 69.3 live Analysis (Positive Load') )Herreelel adeq if!deer 7:01Ye119t.Delpe Leer 0211334102 agbonnt now Aodpu .i0 1i16• Tospu.( Cam L 113353.41-93 Unit.? TGe• swift pa mein !whom 20:44•104. E6 W.) 19.) 69.3 40.3 Lett! 0010e pes ®aaSea L. u uu uu "3 923 0 141 www V 11 11pe �-4w s a w 61.3 611 13 11., 193 69.1 69.) 49.3 H .) 49.3 69.) 99.7 69.3 V V S Y nr R elah 9 1 I pSpet VV VV 1 . L paap La la aa sppa 68.7 pap& i! 4,3 NJ , 49.3 4321 i 43.3 as 49.3 M.3 6LZ 41.) . 411.3 N-3 41.3 911 Ltl.3 lf3 913 I L J TT 19HA • • ••• • •• •• • • • • • • • • • • • • • • ••• • • • • • • • 000 • • •• • • • • • .s roll OW nt h � • ; iii P T a 'lh4T ' Ml T A -111A • ••• • •• • • • • • • • ••• • ••• • ••• • ••• • • • •• • • • • • • • • • • • • • • • • • . • • • • • • • �• • • • • • • • • • • • • • •• • • • �3�989G399B�� !!!!!!!!:!!!!!! :!!!!:::::!!!!: NMEME:0 MENEM: 1 r F 1 1 rAmeHcan is •` ]/1]i4S M- aMz•tA.L 888 888 V 808$ C848 nuuV :1111:::::: ECM MUMS MINIM EINE1:22 MIE:2111! ENNEE: EMMEN: EINNE!!! ENEEE: EMEME: EMEIN11: 0 !6ti< R:• NMI Pal +1 if 1 1 P.O. for am00.7a 7.305 N.E. la5m Street Ylaml, Florida 33113 (305)131 -2380 P AO/0X HORIZONTAL > • 7.6b1.b9AA /b Ab:b�__ S00Z /0T/90 Comparative Instal (Positive Loads) Ttrsa ribs semis/ wham xo twa.. Lfd Wer a.Oi.t.. Nod= CaasepatwAal}• silk YY' Toa•-d lmylel4e 01g Ttsapot AIL /D74L•100 Zy.witavfOr7.Tawmdaw.Rwkes Comparative Analysis (Negative Loads) .kb 11 IA.-14 11iaialMan Wt-•.w 2011 spew 0.419 Look aw.lo Cu•pwas+•Aadyki. rim VW Top nl boy input 01.4 Tut tatA rt. 4721.01.4 now units RDA= wnairo korsitont p Wow *..4'‘) WW1," Rd • EiE.M muggliGi!mamma. • W ldw WNW (161" E � ELkiEi[7EMI Window R s1 /teao EMI E.' F1• 11115111•11E E71r1•EZ1tsEI7FiEZE7 lfPE)•iZT7111E EIMI Mani EZ37EI71 EMINIEPFE WOW 11150.11111E11111111KUNINSTE1111111FORNI1115117111111HVEM - - 7tMEF11( EIEELMO E: T7EZ11 T7EZ7E23MIIIIE• MIN 1•!17 EZS7ES� •MEMO E17r UKI1 IIEFIT11MIT7IESZ1(7NF1T1IETFE EIEMNIE.T7CIT1tE.1I7E7IMIIII :7EL7G7E EZXIBIM 1.1 ETI1ER7Ef77E,TEEMININ •IFLn.1105737Ei'TEETIl. IMAM MIMI IIINFA1•EZ]ft!E(117EFT7ES— EINFOMMOM1111153MEIE7MEtal amt 1fE MOM NWT= tlaEQlIIIIC.Ea EeXiE13IIIEIKO 7 �E=IIIEW7i7E71ETIFUTITE 11115;17 Ei FIE=F MEMO ICIIICirIll 1111E E =MN NWT= 17ZZ7 MUM MUM E771.1•ETE MEMO M MUM 1f1E.'T7 EI'E>•WPM •115MR MUM 1EI= •TIMI = E IIIIEIE7 t•IIICE J m:E�J <E ••• CE1•EFE .ia 7 Tsai INEMai 7ftE7 1111 EVIIIICTIIII isms ,air7im.o 1♦•TFE t')<7EE E F7C><f !arm IllrrIM mown now E- 11114 � = Ef� =E'717, E'F7tZE n.mamE :1Z� 7E'mmE•iF7E' E Illtaillt ?TIIINI7EE <_7♦t7E >, arms t" m E 31:71MINIT E 1• t•`3EtTTit7.tElit"ka 4+. 4 Q0a0 7.000 now ar7T)♦r);•7 193_ • • • • ••• • ••- ••• • •• • :' •-•• • • •• • • • • ••• ••• • • • • Comparative Asalyeis (Positive Loads) 1slis Y EAU *Mood Wkis WM.. 20 NOM 0at0p Ion* trio Wa.fa.*a.•.d ball as Cation•Aalpa.w0 lir wend lowly 4 4 G T•1 a.potATL 1 712•s ab f Avr Wit.. WY WING. BI Waren; l____ __7111111:311110 7• t E7E FiE a:`FINEHi311111t3T7 ?� 1t111 t Erb= -. - TF 1 Et'71 7E Erne Irmo WIN I T7 E?13C2 t`F71s'l 1 )•CFE EMI E71lF3KIIICF7m 727 °F7 �1• E1Z ='F1 E'ER t'7F7 E'F1t E"F7 L E]"F7• tat•Ed7F1•t: a 1171?,11171:5E2`17td7<1 1• •EITE CJE1111 e0 CE 16:7E CFE IL'F1t 11111111117111111CTIIIIINETEMIMUTINIIIIrtIMINCIF111WITAIIIMETIII 7r�r��L�l SEVEIMCEE<iF7ET= C1'>•2171ECEE IN t'FiC&E G 111ELF7 C17 E'.El• �E L'Ta m 2"713 E'F7 E?7 �_ I - T1:i'T!t'F7 Erma CTIN ram CE =E"7JEIi"F7 21.300 .Rao x003 4.003 Akin 12000 52.135 1/..003 61.001 MOW 72.173 Comparative Aaaly is (Positive Lads) OM IA pass messes tars WI•Ow 20 Mw 0•` Lab ti Wow agi.w• • as CommtiwAw3Tai W►► LIP A.adtt MAT kq•• 03 Nit Ryot ATLM11.01.4 nom wi•y ••, .Rardwaia• . • . MILIZMNICAMINNEWINEIEFell 16' T•!17R'•t7ErT •111 aF '•[7•iff7ME1TEEFVa mama lr aEFE6tEEEC iC7EF37 nsiM TE 7NIF77 IM w+�c� aIME711 ra 1,I FTIIIMMIN W11111 Cf= fmo —.• zm1 fans eC3 1t EE rmaLa • EFEEEr li a iLd:aET=E:3•SEwa OIMMIE`er SETAE aiS]•=MN i11Wd7EFTI•CTEMIFT1 E'iEE.'•77 •CTEEFTSWVE mma .E �TOi EZ1A E}7E E31, Ct=E'E>• EiTE E�6a E'-Ea E on ur'3CE 1E'm'rim - rwI TIMI_ __!>•ET77F6Et'T7 w;sour 1•ES)•EFawES Ea7 INCEELLA i »ES7INE33•mCifCtEJEATE 24003 WOW • 72000 Eif EKIEE:E !Anal =AM !MINI —1MI X21_ INEAMINGEURTIII•15111MINEITIMMEMINIIIMPIMINIEPTINME EI1EIETUNI E 7 717111 7ETlf7 50115 1 EMENIF TIBEITS E1111•E7fElf'3EMTNNI TIEEI7!7EIE1lErIMI E77FEEtIk1•EIXi !'E NIEEIMINIIMIIEMMI MEETEINNEETWANDFRUFEIN SIMIIINFOMI11161T111•1411MMIEMIll INEFaELEEIIIE______ _EEEMIIIE7TElFI1t7E 1OEIX6 EITEEf VIIINI MUIFFFMIIEVIf7ERMINIF •IMIEJ7EEIx7 EIx7 Wain MUM MVP= War= MIE7F111•11/171 M MIN157 7 NOME INEI I[ NOISErill MIMFIIIIMELEUFAMIIIE111111M11 MT= ER1•EFFNISEMIS Ebil♦E,'T7 =7T•7 EiTZ• �•A7 EZ•E7EbEEEFM u • EF7FEEidl710EIT T7ETTE Comparative Analytic (Negative Lads) slob 41 PA-3 II 11«0t/r1 Regal W My 20 1ri11HV 0..>t-Lwo Bled an Cot. w lve AsYykla IOW IA• 7osp•d lawn loped 01.4 at Roper*: ATL 9072).01.4 now will 00 007? &.fate 2woiow mince Window WWI W 4.ow H.1 na(reeu) p•aa.q 24 000 21.300 20.000 14.00e 10 IMO 1. 1.100 5212 1&400 4.000 44.000 44.000 7 , 71.37 Comparative AaalysLs (Negative Loads) e bb 43 last [aswi0l •104 Wbwe• 10 1141.& Der. Lewis en Coepe0R»A.d.i. NA 3114• Am.dd Wanly lopes 01w. w 1 • .ATLNfl).01d4 Thaw Rio a• • Om Amines. 30.000 000 40000 roiloy6Naml ES Window Hs s reess EFMOEIMEIIEEMINI MI `Feastai.tiEtfEt.E l PIMNE•z1F7lVElla !FM !' EMMM. Pi Ea•7! •1!i!E'.1F= iF =EF767E77E 7Ef7<E!?1 WIEN Et •Eel1r1r1•MEECIN Jf7lI7i1lTx7li371F7[i IErns- I swam warr x7 . !1iro!'Tner M !'- if7tTifsIMMi>■IW+GEE -*7I riE :'EENIETIFEIIE - lrE 1•11:1=1111 INMPRIONEglitIMETTWIVIE SWAM ElrIEMIIIETP1•11111•1IIIMFIE 1EMIN E T IE ME =IllaTINE INEMMI Lirs EriE lrrr /E'3f7 MF3SF)•INIE ElEOCRIE^It ES3ElFx�E1TilFT7ELT7EFXE INIE=1111 MUM 7C=ICEE' -Ft7 EIGEETE7 MEMO NM= lF7fE Waling a K F ` 7 a M E n - M I INIaas.2a .c >.er -t.Y__ lFx� E Erisl=S7E SElibEE'1� (E IENI E•�)< I - - 0u._ 'ElE T>•Ei !'ist'1FEE'EEEflI'E!'Ei E ETaE'E EI �TE =!' 1fsE'i7lTTE!'TiE7■ EFMFFE t Y EF3f7 -1 i - 1T =EF2 2-J i ErirlIM IIII 72 .273 5 -70.0 1 •704 1 -70 0 1 •70.0 3 • - a •70.0 a •7b 0 i -70 0, • JR0 E. F1 • 2 1 1 • la 11 1 44 w a014 MOH? 3.17• w 312411 FLA 1875 STRUCTURAL DatE 017 sontOMAI C01001110 WI SOLO MOM 0302 47 . ir1tA�►lL� , ! COW COWUVCE AOGl1k.LE7p t)LVII 1! te kl Y a 668 R 14 Lb Li La � _ n f et f. UP g r k q 1 b tA .4 1 rr.. A A • 6 •a • 1 1 1 1 N 6 V A L. 8 8 0 w 8 8 V e 11 1 C • N 1A J 8 6 a pg 0 1 SI � M 5. ue u 1 b 26b 0 0 0 L vd L J. Id a R I It R m a • ••• • .• • • • •• • • • • •• . • • • • • • • • • • .. • • • • • • • • • la • • • • • • • A. �s •••■ 12/111/67 r~ W M • • •.• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •.• • • • • ••• 0 1 1 11 Blnn)ngs R r_o. S*, 53003$ Pan '""f 2405 N.C. 185th Strew Wand. flerido 33183 American MVOS' -2 330 limo elm CACI PA-25 HORIZONTAL ROLLER XOX LOAD RESULTS • • • • ••• •••/ • •••r • •• •, • • • • • •• • • • ••• • • • •• • Cave Alai*, (Positive Imo) tile nA PA4Sliodema Bolleetiise XOCAatlla Dap La01 1W a +h,ilyi+ilt ur'lbcpeai 9emry3epa431• 710katA7L1/11011014 Mama MIX mare haat il`i•NHh taw 111011 VOA 1131373 11/1003 25 a4 a0 a0 (0.0 420 9614 4.aD 1057712 • 4310 not — sib • •• 31 620 620 620 670 130 a0 620 a0 Q0 Q.41 Viioduwlittigt 37375 4) 44 ILO ao a0 210 QA - aa Q0 a0 a0 220 a0 a0 cal) ao 410 4 010 820 ao ao ao a0 a0 ao ao ao m a0 010 410 220 620 Lady) Mai VA 1514153dha4iDayl ulsr X13C31sita Dap Iai•illail rBydeu d Fad m Ilamat !dye , 16.316' Aeil8s11o4at43s 7014‘ae614I1010143 l.ampgagf1ea„ brhasprairtil • 11.114 • 410 410 450 40 60 410 410 410 410 460 4.0 Maim Plat RbtbwBd&¢ its) A+aa . 70 30 36 31.3 410 60 60 430 60 40 41.0 410 41.0 410 44 41.0 430 40 40 4 410 410 410 410 413 470611 6.0 410 444 a ao 40.9 • Tat MOM ao 600 eta 010 - 810 130 010 al al 4 4541/19 4, Q:0 0110 Q0 10 144 tM..2>f�i'��a��4d�� Aiit %akaa 7�(l�eeQ�iroYr P�� [a+ , a a++t13!18'liepradlaayi6paC1✓ Neat AII_nMa1416 lanaiga4l ttaiaswain VA0434 HA* WV* • ei5 33 36 . 37375 40 44 er a o ; ao ao as as ao CO 410 a0 ao 420 420 410 aA 614 620 130 421 620 2 130 420 Campanthe Attaistia (Negative loads) ]Diller 144511siRmiliBavlleb .,Im1i51,14a9 Bed aOsami4e11ei•bVt'I1epaad goyim* 43ao TO Rya A11.111101124 Mae gt. wag mars lusm.p m Tarim win! V 114134lid0t gabi9 31 i10 440 44.0 440 36 410 410 41.0 .1110 37373 .140 440 410 410 410 40 410 • 440 440 410 ' 410 44 ago -x0 73 720170 410 NOV - 440 -440 x0 94110 105313 101030 410 .840 410 410 4 4E23 440 440 410 410 k 440 440 410 410 4170 717 -1.7 .4j ice) Comparative P.th.Dap1 Bo a Ca palia4441461d3r19 AmidDattybiya 73aA1pal:A114101.0146 14•44014earral > asalOgle 0064 36 37775 46 4< 4 6625 410 .4L -60 -40 -4- an 410 410 410 ' .410 .q 410 11lid.iae F11 Oda) r a 30 410 -410 410 000 410 410 .410 410 410 410 410 .4.113 410 413 459 410 41,3 410 .410 444 410 41.0 -41.0 410 96000 0375 Kum 40 41.0 45.0 410 9610 73 39 36 31313 4, ' 44 440 .440 440 ' 314 -10 010 410 40 410 310 410 - .113 310 - 10 410 440 410 440 310 440 440 Coupiag:ive Analysis (Nelmthe Limb) 71 01•WLi47s$44:011i4Rbise7323 MOM Day lab Hada CmpaldaAabi w0►37r 7rgaadbayLpa3a 2111hg t aL610101A6 114•4486 /OM ma. l adra6ep wawa 1210 11003 • 105.375 x 0 40 410 10[006 410 410 41 410 i1MewEdlatgoCist /0013 410 410 440 .140 - 010 340 410 410 340 440 410 440 11001. E. Milk!, mt. M. MEYERS, FE. CanWNng Engineers 3301 34.1. 6th Are. C•400 NUM Shores, FL 33438 0 14 1 1 r i 0-11? 1$67+008 F n mar 1 FLA. 107 S STRUCTURAL Du41: 0216 f/ •/ L 1 L 1- ! 1 warm as cormumworne 9ami taux mot m . ‘7T.7f�1P/C FR 14160NOOVE 03010/ 0l4F1104 rcorrame 01- tIZI.11 •.. Miami Shores Village Building Department BUILDING CRITIQUE SHEET 0 A r Le Ace bo I citstws kiox,rzo A i 7 r 1 i O 1 -t -l'GN, Mk' ! -4 c�e) Mee -C ( lAaLa Al [ :Jj 12o,JT 1 LL vtA;1 400(Y1 . (36Va) 12 4,2Z 34 X6z/ZJ (:), '"...F tiotiofst te , t)s iive 4 r ii ,4 1 5 t N ►2o.N j 1 t . '4 uLQe Vac) goer Arraowak&-A t Xe.cO, 1 1,4 -ss ,)C1 Yhulttv,US -% f b.J2 i/Vel l) So0 • S4oDok/co Arr2A so►J e 1 ► -t W i rr! A ( I E v o to %%o f 0 2 YYiA L c wi Permit No. Job Name 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 (95 Gos'/ 6 aiIc . vzv &---_stie/nre7 ,c6pri/i; Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) 1'SF ( -) PSF / _W,A/bOW cc /— c / - /9'Y 3 J/o N 0 .2• Ni,v iv 0/- p /�- // 37 X L- /V b /X 'U y ya 3 . l J /N bC741 o /_ 0 /17 . . /; '7 xGa /)/ U N 0 Yes • w /Avb' ) COl- C /21.,, 7 v?xS0 N 0 NO a- (A)7,u6 Up,/ cl- oia7.,/ 7x 30 No - No 6• (A) /ivd C 14 ©/ — C/a I' // 7' X SO /Y 0 /YO V el 7. w %li/ 6 OV„ o/ C/,,,.// 7 , „ x . . . - 0 7Y 0 /1Y0 • V . r / I s� c( 1r c2 C/ Cu,' o/ k a c_ Miami Shores Village Building Department BUILDING CRITIQUE SHEET g o CTz Permit No. P Job Name au rre - ,s d r �cl u c� /' -oc�< [3 cZ y-t c7( / r U u 7 h -e 4 -J 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 2/a 1:74/10M- P414 Gtri z 7k'Out / / /p9s Nor 1 ei 4,6741 -7/forw Affht- 4 5freel A/67/ / - o, 0z--4 A1nirbUw (4 ( ,7 2 GJ�p,/'oAT wH3 yxh� p ff ome r /9"/' 9i , 44 Xr - (/ zJ �n/� tunA'iLe / /hl s-, 4 • Miami Shores Village Building Department BUILDING CRITIQUE SHEET 1 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. V' — '(,O5 L Job Name "Cos 0 One 4.0 w» ows 50- le IA,, �.� O - Ls 0((. 1141.9s PR,O .I c,- fl cv ' ; N GO LN glow t� 62(0 tl orgy YYws i }22 2Q4,s . 1 - C;e 9 4 1 1 2 O 06J ig " bi-Li h x20" w 42, Cs , st- 1 - kag e P c.i.kpotAk_ co c)1 r I ii 1,2 bui. Go 1 - Cti r° t. --- 1 0oQ 1 iv forz_rn---et 0 A me_ 61-Fi A ti (2pr4)2_ Fru? V0 rnu I lioios . U -a • Miami Shores Village Building Department BUILDING CRITIQUE SHEET Permit No. tO S 1 Job Name 6 DI tows. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAM DARE METRO -DADE FLAGLER BUI MIAMI -DAFT COUNTY, FLORIDA LDING BUILDING C s 1 CE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODU ION MIAMI, FLORIDA 33130.1363 (305) 375 -2901 FAX (305) 375 -2908 CE (NOA) Gopi 7450 41" :. '3#: 7.P01 — l 1 Mhtnf, SCOPE: This NO g issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dadc County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted 'runner, the •nianufactu er will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Axed Window APPROVAL DOCUMENT: Drawing No. W97 -11, titled "Gopi Picture Windows ", sheets 1 • through 4 of 4, prepared by Al Farooq Corporation, dated 06 -24-97 with revision B dated 06/07/02, signed and sealed by Humrayoun Farooq, P.E., bearing the Miami -Dade County Product Control. Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Aivisi xu. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA sball be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there bas been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration data may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA N 99-0629.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Peres, P.E. NOA No 02-0613.01 Espir'Sou Date: September 26, 2007 Approval Date: September 26, 2002 Page 1 DBSION LOAD CAPACITY - PST (3/16" TAPCONS) DESIGN LOAD CAPACITY - PST (3/18' TAPCORS) WINDOW DMZ. 3/16' - ANNIA13D 1/4' - A21(Z6L 3/16' - TEIIPIRKO WINDOW Dna. 3 /16' - ANNEIU4O 1/4" - A2(NEAt=D 3/16' - TCYPCILO A/9 A/1 E27. c -/ MT. 1 -) EXT. 4.) [N1. ( -1 C2T. 4.1 MT. ( -1 Aq Ai ExT. cN ire. ( - ) EDT. 03 , [NT. ( - ) Cx1. 0.3 ' Pa 4 - ) 15 -1 /9' 26 -1/2' 37' 37 -1 2i- 77.9 77.9 1240 120.0 1100 1519 24' 3f 4 2• - 62.1 62.1 95.6 17.6 1, 0.0 1.0.0 52.1 62.1 14.2 94.2 110.0 139.0 57.3 57.3 66.3 06.3 *100 1314 92.0 52.0 63.7 63.7 110.0 123.6 573 57.3 6 6.3 66.3 110.0 12 11 57.2 37.2 71 .6 76.5 110.0 115.6 76.0. 36.4 75.7 76,7 210.0 1133 1 60' , 19 -t /0' 26 - 1/2' 37' 53 - t/6" 36- 3/6' 77.7 77.7 i 04.1 104.9 1100 154.1 24' 36' • 62.1 Q.1 14.2 54.2 110.0 131.0 41.4 •1.4 63.6 A.1 , 100.3 93.3 36.2 59.2 95,9 65.8 110.0 136.1 3C •1.4 •1.4 62.9 62.6 96.6 93.3 40.3 403 67.0 62.0 9 7.1 sae 46- 00' 31.2 39.2 450 49.1 553 - 693 36.1 76.9 54.6 56/ 10.7 424 11 - 1 /1' 26 -1/2' 37: 53 -1/1' 30 - 5/6' 73.0 72.0 17.1 97.1 110.0 14.14 24' 82.0 62.0 5.1.7 93.7 110.0 123.6 4,.4 41.4 62.9 62.9 16.1 53.3 56.2 56.2 77-0 77.0 110.0 113.J .341" 31.0 31 A 0.74 474 75,2 70.0 40.3 403 36.6 56.6 54.7 90.5 48' 60' - - 42. 42.1 75 -2 700 21.4 29.4 45.3 613 71.3 614 19-1/9" 26-1/2' 37' 53 - 1/6' 63 • 160 616 92.1 92.9 110.0 137.1 24' 36 41' . up• 60 „ - 57.2 57.2 7210 785 110.0 1150 31.2 39.2 44.1 49.1 00.3 60.3 46 .6 46.6 69.5 66.1 106.3 104.3 - - 42.4 42.1 73.2 70.0 .36.5 36.6 43.9 43.9 63.1 63.1 - - b. t 35.1 60.2 56.0 - - 40.2 40.3 67.9 132 24' 3r 41' 60' 522 52.2 75.3 75.3 110.0 5112 19 - 1 /1' 26 -1/2' 37' 53 - 1 /0 74 -1 /4' 67.0 67.0 90.1 50.4 110.0 133.3 30.0 30.0 31,1 39.0 62.4 92.4 46J 41.7 31. 39.7 102.2 102.2 - - - 34.3 34.3 693 013 26.6 26.6 37.5 37.5 4151 60.1 - - - - 60.2 36A - - - - 63.2 y 1532 24' 36- 46 6p' 0.a• 45.2 41.2 73.2 7 2.2 1 05.1 1081 - - 343 34-5 746 '7135 - - - - 94.9 84 1 - - - - - 24' 36' 40• 90 ' 1 96' 455 46.5 404 68.5 (05.1 106.1 - 31.4 31.4 74.0 78.0 - - - - 91.5 81.1 - - - - - - - 24' 36' tor 434 45.3 681 96.1 104.3 104.3 . - - - - 74.1 74.1 NX� 120' - - S7.6 515 1080 103.0 - - - - 72.7 12.7 L 4.,: Dc. 14••••0.14 rarno smaultO 0.4 K / 14617 /% _e WINDOWS & DOOR SINUS UTS PIL•TURE_ WINDOW COMPARATIVE ANALYSIS CHART BAND ON NE9 -14 -1061 Or 10 -04 -96 11$t 512E • 37 -1/4' r 74 -1/4• TES► LOADS - .60.0. -60.0 02r 0E90N 1.0025 • •40.0. -40.0 PP 05042)1 II0UO41O1 7E57 • 20 05r 1 EST20 03..1 • 3/11' - ANNm.E0 0 530 014E • 51 1 74 -114' TE r 110405 • 4119. -710 P50 0551011 10105 • N54. -45.0 001 cam r(71LDtAT O I TEST • 20 •g 055000 01.131 - 1/4' - 44NE4 10 roam a rr1 -1 OF ® TER ME • 36-0/3' r 17 -1/2' TEST LOo5 - .41.0 -11.0 AS 04510o L0405 • .00.7. - 60.IPV 0,700 1161L1RATION 155T • 18.5 P01 TISTW 0.GS • 3/16' - woo _ at ri66 0 zitdi 64 (IPrm 472•0411.40/ 10 -1 6 26 -1 /2 37' 53 -1/4 19 -t D 26 -T /r 37' 53 -1 /6 WINDOW 01153. 24 36 41' 24' 39 .9 (r RIY • • 000 1711.01111) 1NL 7(f 10617 Ir CE DESIGN LOAD CAPATY - PST (4 10 SKS) mnOW 01x5. 49 19 -1 /e 26 -1/2' 37' 53 -7 /0 A9 26 36 -3/6• 63' 74 - 1 /4' - ANRlAL.W EXT. (•7 97.3 37.3 162 40.3 56.2 40.3 41.6 .1.7 INT. ( -7 562 40.3 96 403 6.6 2= E XT. c.7 ®�� ® eez ® ®® �� ® ® 54.6 ®�® MIEN MEM - A. �� -_�� : r 43.4 41.6 110123 ��■ 1111121111 41.6 37.5 37.5 -- 62.0 77.0 311 69.5 INT. ( -) 77.0 56.4 695 5/16' - 220.931179 EXT. (03 17.6 INT. ( 7 56.4 564 31.3 DISIGN LOAD CAPACITY - PST (1/ 10 SES) MEM 24 31 • 46- 60' 24 " 36 K' 60 24' 36 - 40' 34' 34 60 24' 30- 46 6D• 24 36' 66' 00 24' 36' 41' 16 24 36' 40' 60' 72 84 96 700• 120 2/11' - MEDI � t - _ � 63.7 6.7 ® i� 11111111® tiT.s t� ®® _I 41.3 A . 31.e MUM 415 MINI Me= ME= 1111123111111EBEE IME1111 MEMO �- _11R EX?. (.) •1.4 31.0 39.2 NT. I ( -3 37.0 30.2 1/4' - AN0148080 529 69.6 INT. ( -7 34.0 N.1 EXT. 5.7 16.6 643 04.4 72.7 17 p. < -1 87.0 56.0 31.0 36.0 43.3 39.0 -- 1 • 1111:r EENI MIME REIM ® Ma _ 34.3 1•1101111112231ff --_I =M=- ® ®IMME111111111:11111111 ae= 34.3 IMEMINIZEIIIIMITNI 1 31.4 740 MI' Ma - IIIE® ®® 0 76.1 - � aa - - ®MME 43.3 413 51.0 v7 n g le ° j ! 1 Iff am -r11111 P 0 ••S OP 11 •'ra04 ►Il• T T OC. •. • 9914 QS 3/1A •Vt• a' 41 Tar& • 101 CMS i R' MC 4.p. 440.0 U10t • t• •1t 906 GU= AC Pt/ TALL 1 144•- at•[At0 344 1na :ar IOW MU INSIDE GLAZED WINDOW 1 16 Oat. • U' nC Mt claim amitatO ammo al Aaiwth a1t010at •msaCR aiu /4 MOM t •• ram •••2 s lz oc TTP. vtk11•-V4 roam • •. F11a1 E106 • W OC Tt• 1 •Y 6P l n 4003 Y401 CUTSIDE GLA2Jir) WINDOW W000 BUO(S ROT By GOPI. MUST SWAM LOADS 12.0901 BY GLAZING STatEY APO 1R/wSr(R MVP TO THE B410.01IIG STRucTURE. TrPICAL AN040•3 TO BE AT 6" MAON CORNERS AND 12 SPACING. •• 14.1 SwaS rcR 1 • 6Y 0U015 3 /t6 TAPcoNS ONLY. I -1/4' YASONAY EMBEDMENT tOR T Br SUCKS / 10 WS wn( J /4 WOOD EN6CDUCPT 3/16' TAPCONS Wam I' 0000 ENIBt041tN1 QM: AS PIP rota 3/11 *t6 3 / -Tt ULA 1.11: a..11.101,1 •>weao a,a 4 l Na Pt / USS3 nximiCf Wes •4Rwrr14r A�M oW -0,03 goo? 1 U z 0 E z 4011 GLAt1NG STOP 0017 -n A1E QG. VAIIDQIV • II•73 TWINY Q NATIONS L IZ' OR W1CINS 741101. AODI OWL J `U IrrACT 1pR[AIR 111VCTt'R7 lV EIXIUIRSD )rr it /C. ra C NI101Nt 4O1arACIC /►Pura) NET R USED XIILS L 1■10 rwala M oasts 10 OOP, Tia• 01 NO. 70OC11T 1414 101( MK 04 NC 1001 11,11404 4M441 CODE AIso rpm tw MI5 /s RS OM 7 WO COMPIANG LOOT. i 0001 mum 17 QP . *47 C OR1I0Oy •10•0117 70 0W177S1 I01DS TO 110: SSISCRPL a 40101$ Sow. R V USTtD. SIMCtD As S71CNN DM DETAILS. MOOR 00.0147D TO POE 1AOTIMI. Si/ILL IS fiI0ND 1•11... MARC OM ORICCa Aa1 At1AN•t 4.0105 rco AiT01Doit 9uP15 b 3NOxt• A10 t CH a MOM ID' VISg1SING IC7W! 01W1 1IA►C 111711111 DOOM OM KCTANCIO AS Loma 111 O 07707 U11t3 A7D aDTMNNC ALUMS/el LOGOS ROY MIS( 940t5. N1011D[D ► C11N[1101 rA370O1s A1[ As OrSCIIDCD MAIN !011 30t MD SWIM SINGLE UTE PICTURE •INDOW5 4r V. MIYC+OW rA1aG41 TOACMCI AA K 1 1001 7002 Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 7 Building Inspection Date Type Insp'n `'v iAle S P44 -'/ Permit No. 6/ VY - / // a Name f ✓t9 yl� Address Y4-'41 �y <2 3 r; l � ? Company Phone # - ((1° 5 Ate¢. -. /f\5 \ /2 r Ye_W Type Insp'n MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 1 Building Inspection Request PC Date n./f /,v Permit No. 31°2600 /gag' Name Address 30 y At-e. q Company Phone # (! 05 ) 303 -7q3' Inspection Date /c /. 0 Approved ❑ Correction Re- Insp'n Fee Ali O ,.1,04 )4K 0 BUILDING PERMIT APPLICATIO FBC 2001 Qualifier f y' y r e• State Certificate or Registration No. $ Value of Work For this Permit Type of Work: ❑Addition Describe Work: Submittal Fee $ " Permit Fee $ Notary $ Training/Education Fee $ Scanning $ L ' ___ Radon $ Code Enforcement $ Total Fee Now Due $ ' D (Continued on opposite side) Miami Shores Village Building Department 1 0050 N.E.2nd Avenue, hfiami Shores, Flom 33138 Tel: (305) 795.2204 Paz: 305) 756 5972 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) V(i ¶ham 1 5 Pho 5V v0r Owner's Address 3tig n E et' ' + s - z 4 3 Cityl �-� State Zip 3 Tenant/Lessee Name Job Address (where the work is being done) 30g I1E. cfq . City Miami Shores Village County .Miami Dade Zip 33138 1s Building Historically Designated YES NO (- -- Contractor's Company Name Yd./WI 1 ( G fa-SS '{- tt) 1 x1100.5 Phone # 3 Lac,- 1 a I Contractor's '4 C) ddre s lt.) g ( 4' 3t. # f07 Cit N i kk e.CL State Zip 3501+ Architect/Engineer's Name (if applicable) Phone # c e '500, 0 0 / ❑Alteration ONew **************************** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Ito Structural Plan Review. $ Zoning Permit No. aster Permit No. Phone # Square Footage Of Work: Bond $ .713v4 1 -P 9 of Competency No. 97 ei S o oza f airrReplaoe 0 Demolition CCF $ • 4 1 9 0 • COICC Technology Fee $ ? 1 5 131 595704 1527 MC801 320848 aLDi,S, Bonding Company's Name (if applicable) • Bonding Company's Address City State Zip Mortgage Lender's Nance (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrument was acknowledged before me this 't The day of , 20 04 , by 1f ST/ (_ tfullAAS day who is personally known to me or who has produced NO Sign Print: My ommission Expires: Chc 05/13/03 Owner or Agent O s identification and who did take an oath. Signature *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Contractor foregoing instrument was acknowledged .Z befcre me t is 3 - of i t J 5 f / . S , 20 0 , by t / v exre i who is personally known to me or who has produced s identificati NOTARY P Sign: Print: My Commission Expires: ID and who did take an oath. YPUg, Rosa I. Palacios .'.:I►I " c Expires Dec. 28, 2005 1 In o Atlantic BondingCo.,jnc. * * * * * * * * * * * * * * * * * ** ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: SEP - 8 2004 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/13/2004 Applicant: KRISTINA Owner: BURROWS JOB ADDRESS: 308 NE 99 Contractor YAMILL GLASS & WINDOW INC Local Phone: (305) 826 -2121 Parcel # 1132060135590 Building Permit Permit Number: BP2004 -1228 BURROWS KRISTINA ST Contractor's Address: 480 W. 84 St. #107 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOTS 9 & 10 Fees: FEE2004 -9226 FEE2004 -9227 FEE2004 -9228 FEE2004 -9229 FEE2004 -9230 FEE2004 -9231 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $100.00 $2.40 $5.00 $0.80 $2.50 $15.00 $125.70 Total Fees: $125.70 Total Receipts: $0 :00 �S Permit Status: APPROVED Permit Expiration: 3/6/2005 Construction Value: $3,500.00 Work: Signed: (INSPECTOR) REPLACE AND FURNISH 1 IMPACT GLASS WINDOWS 2 IMPACT GLASS (FIXED) PICTURE WINDOWS ANDL)I{��84SS V Signed: (Contractor or Builder) BY: Page 1 of 1 BLK 41 LOT SIZE 100.000 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 responisibility for all work done by either myself, my agent, servants or employes. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 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. 111111111111111111 111111111111111111111111111 CFN 200480804572 OR Bk 22655 Ps 1272; Ups) RECORDED 1)9/14/201)4 14:46:42 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST F'AGE 1. Legal description of property a d street /address: � ' (t or‘ M,a u ��n�eS , v3t - — 2. Description of improvement: 3. Owner(s) name and address: V a u✓�� 5 1 `'ttac1/4-4.I Interest in property: Name and address of fee simple titleholder: • igedwo J M W M1It OPE Ill RUViN Lv_ toF'iflfihy) • rr ,. n1 +s cI Lhe • Cc c,EC \ 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from' E6r'r Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon w om not►c 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 date is 1 year from the date of recording unless a di = ent d• a is spe Si. A. ature of Owner Print Owner's Name Notary Public Print Notary's Name My commission expires' 123.01 -52 PAGE 4 8/02 4a - Sworn to and subscribe • bef• e me this 1 ( day of ,3 , 20 al. bol __ ► ommiss on #DD23 9R xplres: Jul 13 2007 Bonded Thru Atlantic Bonding Co., Inc. - • her documents may • e served as Prepared by 1-41154-106L cat (i6 Address:130 rt- critin dre. 3313 gAJ /c; 5 (b 7-5,0O 3o/ x (o t�l�`` ?•a 1cA Pv lot rip Cc) ,A,' 414 ' F il ar gft NM= ititT"' MIA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dadc County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or thc AH1 (in areas othcr than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in thc accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend thc use of such product or matcrial within thcir jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or matcrial fails to meet the requirements of the applicablc building code. This product is approvcd as described herein, and. has been designed to comply with thc High Vclocity Hurricane Zonc of thc Florida Building Codc. DESCRIPTION: Series "PW -701" Aluminum Fixed Window- Impact APPROVAL DOCUMENT: Drawing No. 4214, titled `.`Aluminum Fixcd Impact Window ", sheets I through 4 of 4, prcparcd by manufacturer dated 02 -16 -98 and last rcviscd on 09- 09 -02, signed and scaled by Robcrt L.Ciark, P.E., bearing thc Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and cxpiration datc by the Miami -Dadc County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with thc manufacturer's narnc or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise notcd herein. RENEWAL of this NOA shall be considered after a renewal application has bccn filed and thcrc has bccn no changc in thc applicablc building code negatively affecting thc performance of this product. TERMINATION of this NOA will occur after thc expiration date or if thcrc has been a revision or changc in thc materials, use, and/or manufacture of the product or proccss. Misusc of this NOA as an endorsement of any product, for sales, advertising or any othcr purposes shall automatically tcrminatc.this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dadc County. Florida, and followed by the cxpiration datc may be displayed in advertising litcraturc. If any portion of the NOA is displayed, thcn it shall bc done in its cntircty. INSPECTION: A copy of this cntirc NOA shall bc provided to thc user by the manufacturer or its distributors and shall bc available for inspcction at the job site at thc request of the Building Official. This NOA revises and rcncws NOA N 99- 0218.01 and, consists of this page 1 as well as approval document mcntioncd abovc. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. • 02071603 ma. MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375 -2908 NOA No 02 -0716.03 Expiration Date: October 03, 2007 Approval Date: October 03, 2002 Page 1 91 1/4" MAX. DAYLIGHT OPENING 14" MAX. O.C. 6" 1 }• — 2 3/4" MAX. NON — IMPACT SLIDING GLASS DQQRS MAX. MAX. "x" 1.) GLAZING: 1/4' TEMPERED dr 3/16" TEMPERED (SEE COMPARATIVE ANALYS1S 'TABLES) 2.) CONFIGURATIONS: OX, XX, X0, OXO, OXX, XXX. OXXO, OXXX, XXXX 3.) TEST REPORTS & RESPECTIVE DESGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 7 & 8. a.) FTL -3102, +60 P.S.F., -60 P.S.F. W/ 1/4T GLASS & ALUMINUM REINFORCEMENT b.) FTL -3116. +50 P.S F., -50 P.S.F. W/ 3/16T GLASS & ALUMINUM REINFORCEMENT c.) FTL -3117, +35 P.S.F., -35 P.S.F. W/ 3/16T GLASS & NO REINFORCEMENT 4.) ANCHORAGE: DOUBLE ANCHORS PER LOCATION AS FOLLOWS: HEAD & SILL - 2 3/4" MAX. FRCM EACH CORNER 8' MAX. FROM E H MEETING RAIL CENTERUNE 16" MAX. 0.C. OTrIERW1SE '` le/ JAMBS - 6' MAX. FROM EACH CORNER 14" MAX. O.C. 5.) SHUTTER REQUIREMENT:: HIGH VELOCITY ZONE (HVZ) SHUTTERS ARE RE?UIRED. 0/ 6.) ALL FRAME CORNERS & PANELS SEALED WITH SCHNEE /MOREHEAD SEALANT. 7.) SILL RISER TO BE ATTACHED MAX. 12" FROM ENO AND 24' ON CENTER. Robert L. park, P.E PE It39712 Structural 39 3/4' 1 E --0 �-- 0 8' �k4AX 8' MAX. MAX. 192' MAX. DOOR UNIT WIDTH (48" AVERAGE MAX. PER UNIT) — 2 1/4' MIN. DOUBLE FASTENERS REQ AT EACH LOCATION, TYPICAL HEAD, SILL & JAMS (SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 7 & 8 FOR TOTAL QUANTITIES PER SIDE) /12 SCREW OR 3/'6' ELCO TAPCON TYPICAL LOCATION ANCHOR DETA L T INDU T IES 44 1/8 MAX. DAYLIGHT OPENING Revsd 0y N: F. K. 9 Orem Br: P.K. W70 TECHNOLOGY DRIVE P.O. sox 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 "0 II - Neva t',y: F. K. C 7/17/01 Series /Aloeto StiGD -2500 ScE DETAIL BELOW 96' MAX. DOOR UNIT HEIGHT Revisions.: Revsd 8y- OotR F.K. DI 4/22/03 SeoN: NTS Sheet: 1 o' 9 PkO0V T RE1IEW= as empty* Ma die nom. Baidhrs Cads Acceraaace N' s Mi ami a�� Diablo( - Revisions: VARIOUS NOTATIONS D,seriptlon: ELEVATION & NOTES ALUMINUM SLIDING GLASS DOOR Drawing No. 757 VERTICAL SECTION OM) EXTERIOR 91 1/r MAX 114YUGHT OPENING TYPK.AL 2 1/2" CVERALL SILL HEK►YIT, SEE _ COMPARSTIVE ANALYSIS 1 3/4" .0/ERALL SILL HEIGHT 35 PSF MAX. POS/TNE DRESS. ALL SIZES VERTICAL SECTION (XXX)() 9S t /4' MAX. PANEL 'iDGHT 98" MAX. DOOR UNIT HEAT 44 1/8" MAX. DAYLIGHT OPENING TYP. (4) wTh 1. OXXX HORIZONTAL CONFIGURATIONS SHO*II 2. THE FIXED PANEL DETAIL IS SIMILAR AT OPPOSITE END FOR "OXXO" CONFIGURATIONS. .3. REFERENCE TEST REPORTS: FL-310Z FTL -311 FTL -3117. FTL -3598 44 1/8" MAX. DA YLIGHT OPINING TVP. (4) SEE NOTE Z 44 1/8" M4X. DAYIJGHr OPENING TYP. (4) FFF NOTE 2 Robert L. Clark P.E. PE #39712 Structural HOWONTAL SECTION (0xxx) W/ REINFORCEMENT (QQUBLE INTER1QC ) HORIZONT4L SECTION (0X X) W/ REINFORCEMENT (SINGLE INTERLOCK) EXTERIOR HORIZONTeL SECTIONJOXXX) W/O REINFORCEMENT (SINGLE INTERLOCK) T INDU TRIES '070 TECHNOLOGY DRIVE NOKOMIS, FL J4275 49 1/8" MAX. PANEL WIDTH Reese a y: O te: F.K. B 4/2/0,9 Drown 9y: WEIR Series/model: 49 1/8" MAX. PANEL WIDTH 49 1/8" MAX. PANEL WIDTH R.vsd ey: t.: F.K. C 48/03 5/2/01 Revisions: F.K. 01 5/2/03 Description: HORIZONTAL & VERTICAL SECTIONS ALUMINUM SLIDING GLASS DOOR mom mew= tooPban 'MI Me Mewl& Midas Gig N9.0t o/ttOk t t,�►. M l4_ nrrrr+.� 'seoh: Shoot: Drawing No. N K�� FL ' 34274 SGD -2500 NTS 2 of 9 757 CORRECT SECTIONS Rev: (1) TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE 1NTERKOCK POSITION TO SECURE THE ACTIVE PANEL TO IT'S RESPECTVE SILL TRACK REFERENCE TEST REPORTS: FTL -3102, FTL- -3 FR-3117, FTL -3596 Robert L Clerk, P.E. PE K9712 (2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB INSTALL W/ 110 x 1" SMS (2) "4/4 63 1/4" 1 132" (1) FIXED PANEL CLIP (BOTTOM) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL Rom/ bab F.K. B /2103 Crown 9)1 F.K. Onorit/ OXXX CLIP & BRACKET ASSEMBLY VIEWS (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD Raved Ely:II.r F.K. C 14/8/03 7/9/01 F.K. 015/2/03 rroa ALUMINUM SLIDING GLASS DOOR INSTALL W/ #10 x 1 " SMS (6) INSTALL W/ #10 x 1" SMS (6) TPADOCT RENEavw as williw Moils MOWN SS & Divided 1070 TECHNOLOGY DRIVE P.O. BOX 1529 Scab. SAta�: Prowl/1g No. NOKOMIS. FL 34275 NOKOMIS, FL 342 SW NTS 3 or 9 757 CORRECT NOTATIONS Rev: REFERENCE TEST REPORTS: FTL- -3102, FTL -3116, FTL -3117, FTL -3596 INDUSTRIES Robert L. Clark, P.E. PE #39772 Structural Rend 8y: Dots: Drawn Sy: D•scrtptior: F.K. 1070 TECHNOLOGY DRIVE P.O. BOX 152? NOKOMIS, FL 34275 NOKOMIS, f1 34274 Rersd OyiDate: Dot 5/2/03 PANEL & FRAME ASSEMBLIES ALUMINUM SLIDING GLASS DOOR Sens /Mode: SW-2500 R•rad 8 Date: F.K. D[ 4/22/03 scat. NTS Sheet: 4a 9 PRODUCT =NENMO m pypyies w1r re Pleride BANN Ao eeN. OILIOW Ziwirsalse brig J1 217 2-fte (s %. L k« %mot Divided Ammons: MEW SHEET Drawing No. 757 R ev: 25 36 37 44 45 8o4om Rail To Rail Gkzinq Vinyl (for 3/16" Gloss) Wheel Assembly Pkstic ottom Panel Guide Plastic Top Panel Cube ,320 x .187 Wstp - Pile g60 x.187 Wsta — Pile 110 x 314 Top Roil AsSY Ph. Pan SMS 1/4 -20 x 1 1/4 La. Bot. Roil Assy. Screw Latch AssY — Lock Side Loch Assn. - Dumnw Side #10 -32 x 7/8 Latch Scr., Ph. Fl. SANS H..YY Duty Astragal Alwn. R.inforesmsnt. Astragal & Slnate)nterlock (full isnath) 110n, fr Double Interlock (lull lenath) Fiume Freme Sill From Jamb -wen Keeper Loch Keeper Spacers Jamb Bumper j6 x 5/16 Ph. Pan SMS apter, 2 1/2" Hi -rise Sill #5 x 1/2 Ph. Pon SMS t Header Dust PIu9 — High Pile Sit Dust Pluo - Low P le is x 3/4 Glazing WnvI for 1 4" Gloss) Fined Panel Clips )) Fixed Panel Clips BOTTOM) Fixed Panel &rack 3 16 Tem Glos 1"4 Tempered Gloss Screen Frame eY 6707 Keymark 63172 Keymark 6T304K Team Plastics 75-24Z Nationwide Industries PCT industries, Inc. PGT Industries, Inc. 41802 1359 667 41801 FS7831 -187 6FELTK Schlegel 62005K Schlegel FS7819 -187 710344 Fastec Ind. 71420X125 Spencer Product 7LOCKK Nationwide industries 70UMY Nationwide Industries 71078 Fastec Ind. 69492 Keymork • 1127 71420X 125PPMSX 1135 1132 612F9X Indolex 670k4 Keymark 69179 Keymark 69181 Keymark Keymark 3324 i 64 68180 6 6 7SDKEEP Nationwide Industries OS SC n•. 1 41804 PGT Industries, Inc. 41818K 'PGT industries Inc. 72087K Eastcoost Rubber & Plastic 7PP844 Fostec Ind. 1138 834 69371 Ksymork 76X12A Spencer Products 7P69GG Ultrafab Inc. 7P3OGG Ultrafob inc. 793444 Spencer Products 614GLK Team Plastics 7L4 13A D&B 7717FPCA D&8 1136 P6903G P3004G 717 718 41814 PGT Industries, Inc. 41754 PGT Industries, Inc. 6756 Keymark '638T2 Spencer Products 70288K Truth PPG. LOF 646 754 756 PPG. LOF 68980 ' Keymark ,AF-8980 ITEM 2 3 4 5 6 7 8 9 10 12 1J 14 15 16 17 1 1 20 21 22 23 2 27 28 29 30 31 3 35 38 39 40 41 43 47 112x2 — PH SCREW 49 3116" x 2 1/2' TAPCON 50 Si( Adopter. 1 3/4" sneer Products Elco Textron, Inc. f8313 Keymork NOTES: 1. FULL LENGTH REINFORCEMENTS = 0001? HEIGHT MINUS 5" 2. REFERENCE TEST -REPORTS: FTL -3102, FTL -31 16, FTL -31 17, FTL -3596 732 C//03 Robert L Clark, Y.E. PE #39712 a _ SEE NOTE 1. 3/8" GLASS BITE TYP. T IND STRIES 1070 TECHNOLOGY DRIVE N0K0mI5. n 34275 3/1 TEMPERED GLASS P.K R B� /03 Crown Ay: WOR Swiss/Model: Scots: Sh..t: as estailft Ida Os Molds Bakke Code Mt:egotists NeA_ 8 GyimNce Det 1 /4 " TEMPERED GLASS toot I. k4.4-, waif _ Rsv.d Oats: Revisions: F.K. C 4/8/03 got. 5/2/01 F.K. D � /22/03 ADD Revisions: GLAZING DETAILS & BILL OF MAT'L TitN: ALUMINUM SLIDING GLASS DOOR P.O. BOX 1529 Deering NOKOMIS, FL 34274 SGD -2500 NTS 5 of 9 757 ITEMS 17,18,35,36 & 50 1.233 T 1. 000 .062 - -� 1.233 re- 1.594 .797 1-0 6063 -T5 ALUM. HEAD, 2 TRACK .50 I T :062 .062 .574 2.250 3.624 4.590 --I .890 I-4. 1.375 1.594 h- T I 062 6063 -T5 ALUM. SILL, 2 TRACK 6063 -T5 ALUM. TOP RAIL 2.500 6063 -T5 ALUM. ADAPTER, 2 1/2" HI RISE, SILL .500 --1 .500 -41 1.611 1.250 .750 6061 -TS ALUM. REINFORCEMENT .550 -� k-- T 1.500 } Lul .050 -a�- .376 1.218 T .062 1.218 1.250 1.750 6063 -T5 ALUM. SILL ADAPTER, 1 3/4" 6063 -T5 ALUM. JAMB, 2 TRACK �-�- .687 3.500 6061 -T6 ALUM. REINFORCEMENT NOTES; 1. ALL DIMENSIONS ARE IN INCHES. 2. REFERENCE TEST REPORTS: FTL -3102, FTL -311 6, FTL -3117, FTL -3596 r 2.310 1.452 -- --- .093 .`376 � i �--- 2.562 ---1 O 0 ] Robert L. Park, P.E. PE #39712 Structural 60E3 -T6 ALUM. STD. INTERLOCK 6063 -T6 H.D. ASTRAGAL C T 1.575 O o J 1.750 ,-- 125 1.000 1.750 6061 -T6 ALUM. FIXED PANEL CLIP (TOP) It IN ES 1.025 .375 .062 TIthE .890 2.000 .050 6063 -T5 ALUM. SCREEN FRAME F K . � 8 1 4/ 2/03 Drawn WOR 1070 1ECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS, FL 34274 6063 -T5 ALUM. BOTTOM RAIL o o J O O 1 ha- 1.750 -I 2.438 1.032 .375 .093 .125 `� 1 .000 I -- t j t Doti: 5/2/01 .l R"" F.K. F.K. fr : D 4/8/03 MAJOR EXTRUSION Seriss/Moo* SCD -2500 2.000 RavtOons: Scats: NTS I 2.437 --1 .500 6063 -T6 ALUM. STD. LOCKING STILE Road 9y: Dote: F.K. 0 4/22/03 ADD PROFILES 6 a 9 itt Mad ALUMINUM. SIDING GLASS DOOR No. 757 6063 -T6 ALUM. STD. DOUBLE INTERLOCK 6061 -T6 ALUM. FIXED PANEL CLIP (BOTTOM) nowcirROCIPAID 17EMS 17,18,35,35 & 50 3/16" ELCO TAPCON, SEE NOTE 1. .250 MAX. --+ r-- EXTERIOR TYP. JAMB .250 MAX. H 1x WOOD BUCK EXTERIOR TYP. JAMB 2 x WOOD BUCK 1 1/2 MIN. EXTERIOR #12 SCREW MIN. TYP. HEAD ATTACHMENT OF W000 BUCK TO SUBSTRATE MUST BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY APPROPRIATE. BUILDING OFFICIAL. 1. x WOOD - BUCK EXTERIOR 3/16" ELCO TAPCON, SEE NOTE 1. TYP. HEAD NOTES; 1.) SEE NOTE 4, SHEET 1 FOR ANCHOR SPACING. 2.) REFERENCE TEST REPORTS: FTL - 3102, FTL -31 16, FTL -3117, FTL - 3596 Robert L. nark, P.E. PE 1139712 Structural .250 MAX. F .250 MAX. 4- IND STRIES EXTERIOR #12 SCREW 1 1/2" MIN. EXTERIOR 3/16" ELCO TAPCON, SEE NOTE 7. Roved Ry: Ooze: F.K. 814/2/03 Drown fly: F.IC. 1070 TECHNOLOGY DRlYE P.O. 90X 1629 NOKOARS, FL 34275 NOKOANS, FL 34274 TYP. SILL 7/13/01 Sales /Model: SOD 500 Rived 1y 0ote: F.K. C 4/8/03 ANCHORAGE DETAILS Revisions: Rwsd .„ Oat.: F.K. D 15/2/03 Title: ALUMINUM SLIDING GLASS DOOR Scale: Shot: NTS 7 .4 9 .250 MAX. 2 x WOOD BUCK .250 MAX. GROUT MUST TRANSFER SHEAR LOAD TO SLAB. TYP. SILL MONK? RIMS= i.+N.er4�s oft !Wit A sgssa 1140 3 -oi Zj•D8 sspie«i. Dasi ...4 24,. :get kt2 phhimi CORRECT NOTATIONS °rowing No. 757 COMPARATIVE ANALYSIS (BASED ON 2112" SILLADAF 1 ER. POSITIVE 35 PSF MAX. WITH 1 314" SILL ADAPTER.1 PRODUCT: SGD -2500 TEST REPORT: FTL -3118 NOTES: 1.) Negative Design Loads based on Comparative Analysis and Glass Tables ASTM El 300-98 (and ASTM E 1300 -94 outside Miami -Dade County) GLASS TYPE: 3/18" TEMPERED 2.) Positive Design Loads based on Water Test Pressure and Glass Tables ASTM E 1300 -98 MAX. SIZE: 192.000 x 96.000 HIGH (and ASTM E 1300 -94 outside Miami -Dade County) REINFORCED: YES 3.) Numbers are for 112 screws or 3/16" Elco Tapoons. (ALUM. ITEN 18) 4.) Two anchors per location, 2 3/4" from each corner at head and sill, 6" from each corner at jambs and spaced as follows: . Max. B" on each side of each meeting rail centerline. Max. 18" spacing at head & sill. Max. 14" spacing at jambs. 5.) Numbers In () parentheses are quantity of anchors per side. 6.) Door height and width must meet appicable FBC Code. SEE NOTE 6 DOOR UNIT WIDTHS (SEE NOTE 6) DOOR UNIT 48.000 (8) 72.000 (12) 98.00 (18) 72.000 (12) 106.000 (18) 144.000 (22) 96.000 (16) 144.000 (2A) 192.000 (28) HEIGHT neg pos neg pos neg pos neg pos nag pas neg pos neg pos neg pas nag pos 72.000 (12) - 120.00 85.33 -88.89 65.33 -50.00 50.00 - 120.00 65.33 -88.89 65.33 - 50.00 50.00 - 120.00 65.33 -88.89 65.33 -50.00 50.00 . 80.000 (12) - 105.88 85.33 - 77.42 65.33 - 50.00. 50.00 - 105.88 65.33 -77.42 65.33 - 50.00 50.00 - 105.88 65.33 -77.42 85.33 - 50.00 50.00 96.000 (14) -85.71 _ 65.33 , -61.54 81.54 , -50.00 50.00 -85.71 65.33 , -61.54 81.54 - 50.00 50.00 -85.71 _ 85.33 -61.54 61.54 -50.00 50.00 CONFIG. > OX, XO, or XX OXO or XXX OXXO or XXX COMPARATIVE ANALYSIS (BASED ON 2 112" SILL ADAPTER. POSITIVE 35 PSF MAX. WITH 1 314" SILL ADAPTER.1 1.) Negative Design Loads based on Comparative Analysis and Glass Tables ASTM El 300-98 (and ASTM E 1300-94 outside Miami -Cade County) 2.) Positive Design Loads based on Water Test Pressure and Glass Tables ASTM E 1300 -98 (and ASTM E 1300 -94 outside Miaml -Cade County) 3.) Numbers are for 812 screws or 3116" Elco Tapcons. 4.) Two anchors per location, 23/4" from each corner at head and sill, 6" from each comer at jambs Max. 3" on each side of each meeting rail centerline. Max. 16' spacing at head & sill. Max. 14" spadng at jambs. 5.) Numbers in() parentheses are quantty of anchors per side. 6.) Door height and width must meet appk:able FBC Code. PRODUCT: SGD -2500 TEST REPORT: FTL -3102 GLASS TYPE: 114" TEMPERED MAX. SIZE: 192.000 x 96 000 HIGH REINFORCED: YES (ALUM. ITENS 18 & 19) and spaced as follows: SEE NOTE 6 DOOR UNIT HEIGHT P 72.000 (12) 80.000 (12) 96.000 (14) CONFIG. DOOR UNIT tA1DTHS (SEE NOTE 6) 48.000 (8) - 121.00 - 109.60 -92.10 65.33 65.33 65.33 72.000 (12) - nag -97.50 -88.50 -70.70 P 65.33 65.33 65.33 96.00 (18) . nag -60.00 -80.00 -57.90 Pos 57.90 OX, X0, or XX 72.000 (12) neg - 121.00 - 109.60 -92.10 _ Pos 65.33 85.33 80.00 60.00 85.33 -97.50 -86.50 _ -70.70 NOTES: 1.) GENERAL: D/O HEIGHT = DOOR HEIGHT - 4.75" 0/0 WDTH = DOOR WIDTH -3. 75 " D/0 = DAYLIGHT OPENING 2.) REFERENCE TEST REPORTS: FTL -3102, FTL -3116, FTL -3596 103.000 (18) POs 65.33 65.33 65.33 144.000 (22) rleg 40.00 -60.00 -57.90 P05 60.00 60.00 57.90 OXO or XXX Robert L Clark, P.E. PE $39712 So ucaui nl 98.000 (16) T 144.000 (24) 192.000 (28) neg - 121.00 - 109.60 65.33 65.33 -92.10 Pos 65.33 neg -97.50 -86.50 -70.70 ItT IND STRIES 65.33 65.33 -60.00 40.00 60.00 80.00 PCI nag P03 65.83 -57.90 57.90 OXXO or XXXX Rwmsd 9y: dot.: Drown 9 K /2/03 F.K. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOM1S, FL 34273 NOKO&CS, RR 34274 Raved or F.K. C Dolt 4/8/03 64 ' 4 '7/10/07 S.►s.s/hiodeh SGD -2500 Revisions: Rued u;y: F.K. D Setts: NTS Daft: 5/2/03 8a'9 mow um= n IM !OMY 2 •o likes L.��r►a.'► Mfw Ow* Dbislei CORRECT NOTATIONS Description: COMPARATIVE ANALYSIS W/ REINFORCEMENT Title: ALUMINUM SLIDING GLASS DOOR Drawing No. 757 Rev: D COMPARATIVE NOTES: ANALYSIS (BASED ON 2 12" sll.t. ADAPTER. POSITIVE 35 PSF MAX. WITH 1 314" 81,1, ADAPTFR.Z 1.) Negative Design Loads based on Comparative Analysis and Glass Tables ASTM El 300 (and ASTM E 1300 - outside Miami - Dade County) 2.) Positive Design Loads based on Water Test Pressure and Glass Tables ASTM E 1300 -98 (and ASTM E 1300 -94 outside Miami -Dade County) 3.) Numbers are for #12 strews cr 3118" Eko Tapoons. 4.) Two anchors per location, 2 3/4* from each comer at head and silt 6" from each comer at jambs and Max. 8" on each side of each meeting rail centerline. Max. 18" spadng at head & ales. Max. 14' sparing at jambs. 5.) Numbers in () parentheses are quantity of anchors per side. 6.) Door height and width rrust meet applicable FBC Code. PRODUCT: TEST REPORT: GLASS TYPE: MAX. SIZE: REINFORCED: spaced as follows: SGD -2500 FTL -3117 3/16" TEMPERED 192.000 x 96.000 HIGH NONE SEE NOTE 6 DOOR UNIT HEIGHT 72.000 (12) 80.000 (12) 96.000 (14) CONFIG. 48.000 (8) neg Pos 72.000 (12) neg 1 Poe - 84.00 65.33 -82.22 • 62.22 -35.00 - 74.12 85.33 - 54.19 54.19 -35.00 -60.00 60.00 -43.08 I 43.08 - 35.00 96.00 (16) Poe 35.00 35.00 _ 35.00 OX. X0, or XX neg -84.00 -74.12 - 80.0+0 DOOR UNIT WIDTHS (SEE NOTE 6) 72.000 (12) Pos 108.000(18) neg -8222 -5419 -4308 Pos 144.000 (22) neg -35.00 -35.00 -35.00 Pos 35.00 35.00 ..35.00 OXO or XXX 96.000 (16) neg -84.00 -74.12 -60.00 Poi 85.33 85.33 60.00 144.000 (24) neg 85.33 65.33 60.00 62.22 54.19 43.08 _ -82.22 -54.19 -43.08 Pos 62.22 54.19 _ 43.08 OXXO or XXX( 192.000 (28) neg Pos 35.00 35.00 - 35.00 35.00 -35.00 35.00 NOTES; 1.) GENERAL: D/O HEIGHT = DOOR HEIGHT - 4.75" D/O WIDTH = 000R WID7H - 3.75" D/O = DAYLIGHT OPENING 3.) DESIGN PRESSURES UNDER 40 P.S.F NOT APPLICABLE IN MIAMI -DADE COUNTY. 2.) REFERENCE TEST REPORTS: FTL- -3102, FTL -3116, FTL -3556 Robert L. Clark, P.E. PE 07712 Structural FtT INDUSTRIES :070 TECHNOLOGY ORtVE NOKOMIS, FL 34275 Re»d Br Rsrsd 9r{OotE . F.K. 8 /1 F.K. C 14/8/03 Drown FV. °'°t' /10 /O1 Tittle: Revisions: Roved Ey:1041w F. K. 0 5/2/03 Description: COMPARATIVE ANALYSIS NO REINFORCEMENT ALUMINIUM SLIDING GLASS DOOR P.O. BOX 1529 odN. Sedr. Sheet - Drawing No. NOCO1/IS. FL 34274 SGD -2500 NTS 9 of 9 PaooecrMswsa asi�ht 1hs Rs.M Ansitaase M3 CORRECT NOTATIONS 757 Kw: D PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance .purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series ``SGD- 2500" Aluminum Sliding Glass Door • APPROVAL DOCUMENT: Drawing No. 757, titled "Aluminum Sliding Glass Door ", sheets 1 through 9 of 9, prepared by manufacturer, dated 7/17/01 and last revised on 5/06/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami-Dade .County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the mks name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be carte for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and fbllowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 02 -0701.03 and consists of this page 1 as well as approval document mentioned above. M I� �DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) The submitted documentati revie lshaq I. Chanda, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 • (305) 375 - 2901 FAX (305) 375 - 2908 NOA No 03-0123.08 Expiration Date: May 22, 2008 Approval Date: May 29, 2003 Page 1 'DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. iGLASS TYPE A OR B DETERMINATION (SEE NOTE 1) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 63.000 26.500 A A A A A 37.000 A A A A A 44.000 A A A A B 53.125 A A B B B 63.000 A B B" B B 1 74.000 A B B B B LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 5/16" (.350) LAM.NATED USING MONSANTO SAFLEX PVB OR DUPONT W/ BUTACiTE INTERLAYER BETM'EEN (2) LITES OF: A. 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS 2. CONFIGURATIONS: X0 cr OX 3. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED. 6. REFERENCE TEST REPORT: FTL -1969 53" MAX HEIGHT O 1 X 58 /4" MAX FIXED LITE DAYLIGHT OPENING 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX — DAYLIGHT — — DAYLIGHT OPENING OPENING 1 . 1 8" MAX r 8 MAX 4" MAX — I 4" MAX ELEVATION ITEM 1 2 3 4 5 6 7 19 57" MAX VENT DAYLIGHT OPENING SEE NOTE 4 ON MEETING RAIL ANCHORAGE FLANGE FRAME JAMB (Alum. 6063 -15) FIXED MEETING RAIL (Alum. 6063 -T5) SASH MEETING RAIL (Alum. 6063 -T5) SASH SIDE RAIL (Alum. 6063 -15) GLAZING BEAD (fklurn. 6063 -T5) WINDLOAD ADAPTER (Alum. 6063 -T5) FLANGE FRAME HEAD (Alum. 6063 -T5) 15 #10 x 1.000 Ph. FI. SMS 16 #6 x 1.000 PH. PAN SMS 17 WEATHERSTRIP THIN WALL BULB VINYL 18 #8 x .500 PHIL. FI SMS 8 x 1.000 PHIL P.H. SMS 20 SWEEP LATCH 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOUSING 24 BRASS WHEELS 25 WEATHERSTRIP - PILE \FINSEAL 26 SILICON 27 WEATHERSTRIPF%L'LB VINYL DESCRIPTION Ruben 1.. Clark. PE PE r39712 .S+ tlrttr.rr.1— V.T. 612225 612228 612229 612230 6534571 612236 612237 710X1 76X1PPA 6TP247 7856A 781P0A 71096 70250 70251 7BRWHL2 61062W 62899 6T P249 2 1 1 1 8 8 FLANGE FRAME SILL (Alum. 6063 -15) 612238 1 9 FRAME SILL ADAPTER (Alum. 6063 -T5) 612239 1 10 SASH TOP /BOT. RAIL (Alum. 6063 -15) 612240 2 11 SCREEN RETAINER (Alum. 6063 -15) 6532377 1 12 5/16" (.350) LAMINATED USING (2) 1/8" ANNEALED GLASS 3. 13 5/16" (.350) LAMINATED USING (2) 1/8" HEAT STRENGTHENED GLASS 14 ANTI -LIFT CHANNEL (Alum. 6063 -T5) 612244 INDUSTRIES 1070 TECHNOLOGY CRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 OTY. /LOCATION 1 (0 midspon cf frame sill) 1 1 (0 midspon of vent) 4 (Windlood Ado ter screws 2 (for anti -lift chonnel 8 (1 per Glozin Beod 2 (Sweep Lotch screws 4 (when using 2 Sweep Latches) 22 (Frame /Vent ossy. screws) 1 11.5" from ends -vent mtg. roil) 2 (if height is >= 42 ") 3 1 mmidseon 2 1 4" from ends 3 1 ®midspon /2 1 4 from ends 2 0 eo. end of vent top rail) 4 (2 per Roller Housing) 2 (©vent top /bot roils & mtg. roil) Rersd By F.K. Rersd By: F. K. 010.11 By: D. B. Description: l Series /uodel: HS -710 (© vent jamb roil) Dote: 11 /5/01 Dote - 1/29/99 Dote: 2 /16/98 Scots: NTS ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX FASTEC TEAM PLASTICS MASTER TOOL MASTER TOOL MASTER TOOL Re.hfon s: UPDATE FOR RENEWAL She•t: 1 of 4 VENDOR VENDOR # ALUMAX AF -12225 ALUMAX AF -12228 ALUMAX AF- 12229 ALUMAX AF -12236 MERCHANTS FASTENER MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING VINYL - TECH /P.G.T. SCHLEGEL CORP. DOW CORNING TEAM PLASTICS Re.isio, ,: C -ND CHG THIS SHT Dro.iny No. 411 'AF- 12230 AF- 534571 AF 12237 AF- 12238 AF -12239 AF- 12240 AF- 532377 AF -12244 TP -247 PGT.214.XX 7 -M10 -250 7-M10-251 70312 FS7826- 187 899 TP -249 l'l4Ut)U('T NF: VINS:1i su rompll'Iot: with OK florid. HuIJIus Corte Accrptu,c No �I S� 0 Espintl u to 0 0 / _� r' 9 2 • Ieal Dside trvd� t rui DLWw OX ELEVATION & B.O.M. (L G. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW Rev: C EXTERIOR MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING ROUGH OPENING 2.710 2.710 VERTICAL SECTION ROUGH OPENING .500 2.094 .500 MAX. VENT DAYLIGHT OPENING ROUGH OPENING 2.784 1 1/8" ANNEALED GLASS —1 -- MAX. DAYLIGHT OPENING --I .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) 1/8" ANNEALED GLASS — Robert L. Clark. P.E. PE #39712 Slrucwral MAX. WIDTH HORIZONTAL SECTION 1/2" GLASS BITE .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOx 1529 NOKOMIS. FL 34274 2.643 --1 Revs(' By: F. K Revsd F .Kr Dto.n By: 0.8. De s cription: rtle: series/mow: HS -710 EXTERIOR MAX. DAYLIGHT OPENING .705 1/8" HEAT _ STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS Dote: 11/5/01 Dale 5/22/02 Dote: 2/16/98 Scale: NTS Revisions: ADD CLASS DETAIL Revisions: C —NO CHC THIS SHT Sheet. 2 or 4 D 2.784 1-- .500 Lim Dtr4{M SECTIONS & GLAZING DETAIL ROUGH OPENING 1'It000CT REVISED as complying with die Flortd>t, DuidIng Code Acceptance MoO D J. OZ Expiration Dal / yj'.;I F I } ALUMINUM HORIZONTAL SLIDING WINDOW Growing No. 4112 act C trot Rev: C APPROVED WOOD BUCK 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING TYPICAL SILL SECTION SUBSTRATE ANCHORING 1/4" MAX.J SHIM 1/4" MAX. SHIM APPROVED 2x WOOD BUCK #10 WOOD SCREW TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW APPROVED 2x WOOD BUCK TYPICAL SILL SECTION WOOD ANCHORING 1 1/4" MIN. 1/4" MAX.J SHIM 3/16" OR 1/4" TAPCON w/ #12 HD (SEE NOTE 1) 1/4" MAX. SHIM 1 1/4" MIN. Robert 1_. Clark. PE PE #39712 Sfn U11J -7: 1/4" MAX. SHIM APPROVED WOOD BUCK TYPICAL JAMB SECTION SUBSTRATE ANCHORING INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 1/4" M IN. Rersd By: F.K. Re,•sd B : F.K Dloen By: D.B. Descrption: rue: Sere s /Model: HS - 710 #10 W000 SCREW Dote: 11/5/01 %22/02 Dat 2 /16/98 ANCHORAGE 1/4 MAX: AX SHIM APPROVED 2x WOOD BUCK NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 Revisions: UPDATED TYPICAL JAMB SECTION WOOD ANCHORING Rer FIX TAPCON DESIG. ALUMINUM HORIZONTAL SLIDING WINDOW Scale: NTS Sheet: 3 ar 4 i ruuuucr kl•:visII) ucuruplying wish the Eloridu Guiding Code Acceptance No Esplratlun Date 1 1/4" MIN. laml Dade Product C • • trial Division Drawing No. 4112 Rev C 1.187 --, I—•— .737 O FLANGE FRAME JAMB 6063 —T5 ALUM. ® 5/16" GLAZING BEAD 2.074 ® FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT: EFL-1969 1.349 • 0 FIXED MEETING RAIL 6063 —T5 ALUM. $ .062 .723 .688 ® WIND LOAD ADAPTER 6063 —T5 ALUM. 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. .062 .062 1.373 .L 2 ---{ 1 .081 1 O SASH MEETING RAIL 6063 —T5 ALUM. O FLANGE FRAME HEAD 6063 —T5 ALUM. Robert L. Clark, P.E. PE #39712 .Sv.=ur,al 1.187 1..273 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 r•, u e: Series /Model: HS -710 .062 1 1.349 �-- 1.291 1.970 ® SASH SIDE RAIL 6063 —T5 ALUM. 1.122 Revsd By: Dote: F.K. 11/5/0 Revsd By: Cate: F.K. 5/22/02 Drown By: Date: F.K. 11/2/01 .062 --I I--- 1 k 2.710 --- ® FLANGE FRAME SILL 6063 —T5 ALUM. Revisions AODFD SHT Revisions: C -NO CHG THIS SHT EXTRUSION PROFILES Scale: NTS Sheet: 4 as 4 2.094 . 1 PRODUCT REVISED as cumplylag MtA t>I. Florid Bolding Code Aacryuancs No F.splryrlyn D Mlarol Dade Pruducr Cowry, U1v Uiuu ALUMINUM HORIZONTAL SLIDING WINDOW Drawing No. 411 Rev. C MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 02- 0305.max MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with thc High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window Impact Resistant APPROVAL DOCUMENT: Drawing No.41 12, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed scaled by Robert L. Clark, P.E., dated 5/22/02 bearing the Miami -Dadc County Product Control Revision stamp with thc Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bcen no change in the applicable building code negatively affecting the performance of this product. TERiMINATION of this NOA will occur after the expiration date or if there has been a revision or change in thc materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by thc words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to thc user by the manufacturer or its distributors and shall be available for inspcction at thc job site at thc request of the building Official. This NOA revises NOA # 99 0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page 1 COMPARATIVE ANALYSIS TABLE 1. FTL -1971 DESIGN PRESSURE RATING FOR GLASS TYPE - 7/16" LAMINATED (3/161H5..090 WI400tt1 WIDTH WINDOW HEIGHT • 76.000 78.000 NEG • POS 80.000 NEG POS 84.000 NEG POS 90.000 NEG P05 96.000 NEG POS 11EG POS 41.000 -90.0 90.0 -90.0 90.0 - 90.0 90.0 •90.0 90.0 -90.0 90.0 -90.0 90.0 42.000 •90 0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 - 90.0 90.0 -89.3 89.3 43.000 - 9(.•.0. 90.0 _ -90.0 _ 90.0 -90.0 90.0 _ -90.0 90.0 49.7 89.7 -88.5 88.5 44.000 - 90.0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -87.3 87.3 -84.0 84.0 45.000 -90 0 90.0 -90.0 90.0 -90.0 90.0 ' -88.1 88.1 -85.2 852 -81.8 81.8 46.000 -9G.0 90.0 -90.0 90.0 - 90.0 90.0 -88.7 86.7 -83.3 83.3 -79.8 79.8 . 47.000 .90.0 90.0 -90.0 90.0 -87.5 87.8 45.2 85.2 - 81.6 81.6 -77.3 77.3.• 45.000 -90.0 90.0 -87.9 87.9 -86.3 88.3 -83.6 83,6 •79.9 79.9' -74.8 74.8 95" MAX. WINDOW HEICHr 93" MAX. DAYLIGHT OPENING 6 1/4" MAX. -►- 48" MAX. WINDOW WIDTH 45" MAX. DAYLIGHT OPENING r _t 6 3/4" MAX. 17" MAX: O.C. W/ TAPCONS 1J" MAX. 0.C. W/ /14 SCREWS LARGE MISSILE IMPACT WINDOWS 1.) GLAZING DETAIL: 7/16" (.454) LAMINATED GLOSS CONSISTING OF 3/16" HEAT STP.ENGTHENED CLASS WITH AN .090 INTERLAYE(! OF SAFLEX PVB BY SOLUTIA OR DUPONT W1TH BUTACITE AND 3/15" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: "0" 3.) DESIGN PRESSURE RATING: SEE TABLE 1. 4.) ANCHORAGE: (SEE EMBEDMENT DETAIL SHT 4 OF 4) MAX. 6 1/4" FROM EACH CORNER (HEAD de SILL) MAX. 6 3/4" FROM EACH CORNER (JAMBS) MAX. O.C. AT HEAD & SILL s 17" W/ 1/4" TAPCONS A MAX. 0.C. AT HEAD & SILL = 13" W/ 114 SCREWS MAX. O.C. AT JAMBS = 13 1/4" W/ 1/4" TAPCONS MAX. 0.C. AT JAMBS at 11 1/4 V1/ /14 SCREWS 5) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 5.) REFERENCE TEST REPORT: FTL- 1971 7.) INSTALLATION OF 1 x OR 2x BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICE. 13 1/4" MAX. 0.C. W/ TAPCONS F 11 ,/4" MAX. O.C. W/ /14 SCREWS AcDe•I L. Clork, P.E. rC 1139 SU,+ctwo! T ■ INDUSTRIES 1070 TCCHNOLOC( ORN£ NOKO i5. R 34275 P.O. BOX 1379 NOKOWS, fL 34274 Rived ay: F. K. Acrid By: F.K. Rn,d 8y: F.K. Re.,d 81: F.K. Re .,d By: r.K. Rt.,d Qy: 0.8. Deo."1 By Deaeripl:en: ELEVATION rue: ALUMINUM FIXED IMPACT WINDOW Ser;te /Uodel: PW- 701 0.8. Dare: 9/9/02 Dote: 8/14/02 purr. 7/1 %2 Dote; 5/9/02 Dole: 11/6/01 Dare: 1/29/99 Doer. 2/15/98 Scott: NTS Revie■oau r -Riest moms SPACthJ RrIV iOAL' F- REi1S£ 7/OM & moo Revia:u r. D- REMOVE TEMPER OP) Revie:on: C -ADD COMP. ANAL. TABL f Rev tsioe 1: 8 -T9 & ADO EXTR. Rrvuia+e: Sn ee1: 1 of 4 raooucr Ruvii o vbl Ell. MLe1la Calk PM at -on.03 M Miami D.44 re•i rt c.JyW 0.4."+q NO. 4214 F ITEM DESCRIPTION 1 3 4 5 6 7 10 Frame Head & Sill Frame Jambs .688 x -500 Chonnel Gloz. Bead Seam Sealer Closed Cell Foam Tope x 1.000 Ph. Pr). SMS Silicon Bcck bedding 7/16" (.454) W /SOLUTIA PVS INrERLAYER 7/16" (.454) W /DUPONT PVB INTERLAYER , 6 x .875 Ph. Fl. Sell -tap v. T. # 612241 612242 6533402 694.55W 61308 781POA 62899C 7PWSW QTY. /LOCATION 1 ea. 4 4 (between bead & -gloss) 8 (Frame Assy. screws) 1 1 Bead screws. 2 1/2" from end, 20" centers Alumox VENDOR Alumox Alum ax Schnee - Morehead Stik —II Merchonts Fasteners Dow Corning H.P.G. H.P.G. Fostec .874 (( J .062 2.784 .688 O FRAME HEAD & SfLL 6063 -T5 ALUM. .312 2.784 --1 I--- .312 .688 --1 . 874 I-- C) FRAME JAMB 6063 -T5 ALUM. .68 - .500 899 -- -(�-�- .062 ( .) GLAZING BEAD 6063 -T5 ALUM. VENDOR N AF-12241 AF-1224 AF -5334( SM5504 1308 Robert 1. Qerk. P.E. PE /39712 Strvctvrel FAT INDUSTRIES 7070 TECHNOLOGY DRNE NOKOMIS. FL .34275 • P.O. 80X 7523 NOKOMIS. 11. J1274 Pend by: F.K. Read e). F.K. Reeser Ey. F.K. Rtrsd s F.K. Rend e F.K. Rend By: 0.8. Dra+n o 0.8. PV /— 701 Odle: 9/9/02 Dell: 8/13/02 Dote 7/10/02 Dole: 5/9/02 Dole: 1 1/6 /0t Gel t: 1729/99 2/16/98 Rt rit7ons: F —NO CHG THIS SHT Rews:ens: E —ADO D1M., ORIENT. Re.v7e ee: 0 -NO CHG THIS SHT etrrte.nt: NQ CHG THIS SHT Re,i,:ons: TB dC ADD £XTR. Re ei tieey: 7BIriilw Description: EXTRUSION PROFILES • & 8.0.M. ALUMINUM FIXED IMPACT WINDOW Serie /Moest I: Se oh: St4 Err' 1 Dro.ing No, =rag rIO (►�t 11.#41 >Aid = ?-u7/ /' 63. t01,-.le. Dow & r0A, Wont L441t Pru/il GRIM NTS 2 0 4 i • 4214 7- 1 r r MAX. DAYLIGHT OPENING WINDOW HEIGHT — 3' YIRT.► AL SE_CTION HORIZONTAL SECTION J/16" HEAT STRENGTHENED EXTERIOR 3/16" HEAT STRENGTHENED .090 1NTERLAYER (SAFLEX BY SOLUTIA OR DUPONT W /BUTACIT£) 7/16' GLASS BITE GLAZING DETAIL; 7/16" LAMINATED GLASS /vx- 7//c Rbb. i L. Clark. P.F. PE 139712 Structural FUT INDUSTRIES. 1070 TECHNO.OGr OR1V£ h 04(0A ts. ii .34275 P.O. BOX 1329 NOKOMIS. rt. 34274 Rend ey: F.K. Ravict Bi= F.K. holt ay. F.K. R. i i BY: F.K. Rsnf F.K. Oalt: 5/9/02 bolt: 11/6/01 Rtn1 By: 0.9. Oro rn 0.9. Lea la: 9 /9/02 cots: 8/13/02 mac 7/ t 0/02 Oo ts: 1/2199 oacJ 1/1 : 6/98 tltviJrMf: F —A CHC THIS SHT rdstonr. E —CHO INTERLL k DESIC. Rfvis: ar: 0 REMOVE TEMPER OPT Rtnrirnc: ADO TEMPERED CUSS flfs+riw rt T8. do GLAZING DET. Rs duan Des cr;rt m: SECTIONS & GLAZING DETAIL riffs: ALUMINUM FIXED IMPACT WINDOW . er: • r/Votrel: P W— 701 Scott: NTS Shoat: 3 0t 4 ncoDUC'>< W ▪ ile Cods il.rid+ As. l..crNr - 07/4•O 4 1 t aw l i 1- IWamI Wd� C cttrf I 0.o.r41q Ho. 421 3 Ron: F 1 /4 " TAPCON (SEE NOTE 1) 1/4" MAX. TYP. HEAD. SILL JAMB 1 1/4" MIN. ' a 9 ' .6 • a 6 4' INSTALLATION OF 1 x WOOD BUCK TO SUBSTRATE TD BE ENGINEERED SEPARATELY. NOTES: 1. USE MIAMI —DAOE COUNTY APPROVED ELCO CR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1971 14 PANHEAD Robert L. Clore. P.L. PE 139712 Sirvtivrol 1/4 " --.. MAX. TYP. FIL SILL )AMI INDUSTRIES 1070 1rCHNOLOGY DRAT NOKOulS. fL 3 P.O. Box 1529 ilOKOVIS. Ft J4274 1 . 1/2" MIN. Rev, 1 ': F.K. . Fte.rl ey: F. K. Arne 9Y: F.K. Xs.,a S': F.K. Rt via lir: F. K. O .B. drawn Or 0.8. Ofs repr:ow: frh: S tnrf / ✓RCN: P11-701 . d a Darr: 9/9/02 pow 8/13/02 bats: 7/1 %2 X 5/9/02 Dow 11/6/01 Dct.: 1/29/99 Dolt: 2/16/98 ANCHORAGE • INSTALLATION OF 2 x WOOD BUCK ,TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BLDG. OFFICIAL. Score: NTS 4. F -CHG SCREWS TO /14 Re riai4A l: E —CHO BUCK NOTES Rr.iraM: 0 — NO CHO THIS SHT Ra.:s:orss: ADO 1/4 TAPCON & NOTE Rtrisiom: T8 d: NOTES Rr.:sivna: ALUMINUM FIXED IMPACT WINDOW Sn•,• 4 or 4 l PI;ODIICT RiYLY weepywieb O t Florida iri{A� Caria �..,r.oe K. oz- 0716.0 3 Cj *& f. c.t. fro; ,td47.- 1(1.•J Ds& hineati Card SF.Wt .".g N 4214 F