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857 NE 97 St (4)MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 41 1al 6 5 Type Insp'n I I r / tar d &mss Permit No. P OS - '3 / Name DC 14 nCA O Address vu 5' Company 11 Phone # ( / 3 0.��J SD 3 - &V' Inspection Date / �� /05 Approved Re- Insp'n Fee ❑ P c_ c7 (iC.0 a Ltd& A s C ?ctc_ 4 AUILDING PERMIT APPLICATION FBC 2001 Pgrmit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Title er)/ 1 d V // d,- C/ -1 ,0 / Phone # Owner's Address 9 $ ? /U'e 9 7 S '7: City'i • Inca/tc State FL Zip 3.?/ -38 Tenant/Lessee Name /Z// - Phone # ,----- Job Address (where the work is being done) gf ? ,J e 97 City Miami Shores Village County Miami -Dade Zip 3.?/ 3 c9 Is Building Historically Designated YES NO 2- A %ter caen w(4)OJ,fr v- Doc/3 Contractor's Company Name tig A` <mu - cc> b -le'O J r ©09 £5 Phone # CkO p; 3.!` ^/ ) Zip 3 9/ g6 Contractor's Address /34c( f'' &,-)- (3/ J' Cit ( ( State / L Qualifier 7 12 / 42 /c (.<--i/c £ , Architect/Engineer's Name (if applicable) $ Value of Work For this Permit / .5 ?C - Type of Work: ❑Addition ❑Alteration New Describe Work: 2e!Y'WVc Dcl) ,4r✓ i /,uiNDo�f A./t Al t'J (r",0 m - 41a= / ' Submittal Fee $ 5 • 00 Permit Fee $ OR 9 r CCF $ (fi CO /CC 1....., Notary $ ----"+ Training/Education Fee $ Q• — Technology Fee $ 7 Scanning $ Q)— Radon $ Zoning Bond $ Code Enforcement $ �—. Structural Plan Review. $ , Total Fee Now Due $ 9 �i d (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1 L c aN / r 1' * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Master Permit No. Phone # t,- Permit No. PQS c3 ❑ Demolition 4� tifii --CC ' �J quare Footage Of Work: )ie'ts aPo � -ate Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property 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 / ti /61/i Print: Chc 12/15/03 NOTAR UBLIC: Sign: State ) /7,0A Owner or Agent U The foregoing instrument was acknowledged before me this /CO day ofd • , 2005, by 1 (h L who is personally known to me or who has produced As identification and who djd nn oath. v at ° C• � AS ......�F� /1, NC) i ARY PUBLIC: Sign: Print: \ PNA N� ° 0 ° °0, + �► rCll�tl () / 2 * s ® Cr, * APPLICATION APPROVED BY: v SIONF �o s I c, 010, ? 7° ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signature A-Q- Zip Contractor The foregoing instrument was acknowledged before me this 6' day of -1-e-h • , 20CDS by L who is personally known to me or who has produced as identification and who did take p ° m,, ANuN sSIO 40\NF .. o�e 10 ,20 0 ,.. ; a ° #DD 221731 V o Q` _ t *- O� ' ° #DD2 21731 Q; M Y Commission E xP fires: CB '!(?� X % ° � 9 9 • "; Ott.led1° �, My Commission Expires: Co— I .;164 ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * A *,at �� *********** * * * * * * * * * * * * * * *** * * ** * * * * * * * * * O / � *Oij I Competency Holder) State Certificate or Registration No. Certificate of Competency No. * ** 2 LO:+C 5* * * * * * * * * * * * * * * * * * * * * * * * * ** J Plans Examiner Engineer Zoning °°,el lu ll b � A\ THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AODT, ._, TYPEOFINSURANCE POLICY NUMBER POLICY EFFECTIVE - ,,,100AA0 POLICY EXPIRATION ,: . „�,, LIMITS A INSURER A; Burlington Insurance Company GENERAL UABIUTY COMMERCIAL GENERAL LIABILITY HGL0007135 09/01/2004 09/01/2005 EACH OCCURRENCE S 1,000,000 X DAMAGE TO RENTED PRFMIRFR (Fa nrruronrn1 S 1 CLAIMS MADE X OCCUR MED EXP (Any onn pnr..on) $ PERSONAL d AOV INJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 GEN'(. AGGREGATE LIMIT APPLIES PER: POLICY n JECT n LOC PRODUCTS • COMP /OP AGO 5 2,000,000 — AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 1111,-' COMBINED SINGLE LIMIT (EA occident) BODILY INJURY (P pO,. ) BOOtLY INJURY (Per accident) PROPERTY DAMAGE (Par occident) GARAGE LIABILITY 1 ANY AUTO , AUTO ONLY - EA ACCIDENT S OTHER THAN EA ACC $ AUTO ONLY AGG S EXCESS/UMBRELLA LIABILITY O CLAIMS MADE OEDUCTIBLE RETENTION S EACH OCCURRENCE $ n OCCUR AGGREGATE S $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCI.UDED? II peg. dngcribn under SPECIAL PROVISIONS IN+k ORS LIMITS I 1 - E.L. EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE E E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES I EXCLUSIONS ADDEO BY ENDORSEMENT/SPECIAL PROVISIONS ACORD, CERTIFICATE OF LIABILITY INSURANCE 09io%zoo AUTHORIZED REPRESENTATIVE James Morency /SHARON �7,4 / PRODUCER (904) 997 -6603 FAX (904)997 -6605 Las.'siirer -Ware Insurance 9424 $a'Ineadows Road c' ite 160 ,ksonvil l e, FL 32256 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERT FICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,.EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLIC ES BELOW - INSURERS AFFORDING COVERAGE NAIC # IN RED Atrium Windows & Doors of - 'Florida, LLC. 5245 Old Kings Rd. Jacksonville, FL 32254 INSURER A; Burlington Insurance Company 23620 INSURER B: INSURER C: INSURER D: INSURER F.; .-- Miami Shore Village 10050 NE Second Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES 9E CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, OUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, IT$ AGENTS OR REPRESENTATwES. AUTHORIZED REPRESENTATIVE James Morency /SHARON �7,4 / 03/10/2005 06:44 9043542642 CERTIFICATE HOLD ACORD 25 (2001/08) FAX: (305)235 -9507 KINCO PAGE 02 ® ACORD CORPORATION 1988 • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. I3POS-0 3 `o STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. STATE OIL FLORIDA, COUNT OF DADE 1 HEREBY CERTIFY that this is a true c of II* nal file in this office on / al day9t , AD 20 03 WITNESS my hand and Official Seal. I1ARV, R , IN, CLER <, of Circuit a o/ ty Courts A- - At>:C. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 9S? /v 'L 7 ST. /4/.44,r( Jyfp � c ,1 33/38 2. Description of improvement: 4 J'1 C 7 9 rs ) O "/ tic' J j 1 11111111 111 111111111 111 11111111 111 11111111 11 CFN 2005R023 9 74- OR Bk 23156 P9 4008; (1as) RECORDED 03/10/2005 15 :40 :59 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 3. Owner(s) name and address: fr7t n/c Y - 6e1 0,e6.7 / g3 ? / 97 j'� . / A 9/ :f /�v z < J � /4. 33/3 Interest in property: /4"-pc. £9L A.. `nd' Name and address of fee simple titleholder: 4. Contractor's name and address: 2 4 4-11A/43e6° J d` &PAS � 4d k G'f p - .Des,..2f 13� ( 7c3 S all • /.3/ ST /2i/,/7..•/f ?3/ 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: //74- 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 S /Aeess, Name and address: / 1 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: Notary Public 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diffe :nt date is sp- ified) Signature of Owner Print Owner's Name f c t <cn- (‘)' IGe� �`‹� ,/' Prepared by / 4 -- U , `'4'' Sworn to and suribed before me t�s ��"d of , 20�. Address: (3 ` S �'` / 3( f F 3y/86 `t 11 / ��"op N(/NF ' i 4 Print Notary's NameAKl41L1 Al Li EZ ■ A �,MISSto N .. to iik My commission expires: ( -(O -c)� A : � �' -.- 0�9 : *_ 123.01 -52 PAGE 4 8/02 t #DD 221731 : � Q� O� %the SIP me NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. Beast - ` -v 2 3 `f 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. 1. Legal description of property and street/address: 9S? "* 7 `f /4..f ( j ` L 33/38 2. Description of improvement: T- ir/J'�/LGt,*-T0,-) 3. Owner(s) name and address: 427C Y'" ?f 1 "-- OIL/ 'O / ?c`? / 97 f 1 / /'-'I 1/ :f/^�2� /c (-4- 33/ i, i Interest in property: /h/tief D&,jtiC` Name and address of fee simple titleholder: 4. Contractor's name and address: -41/1 P-''''✓Del``'(J CIL &PAS _g/ .v CV G 9 rJ 1 2} /3stc/d ,s. c✓ • /3/ J'1 / 7 « 5. Surety: (Payment bond required by owner from contractor, if any) �t/: 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 Stay) es, 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. 1 Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diffe nt date is sp- . ified) 7 Signature of Owner Print Owner's Name Sworn to and su p O (c:n& 'lG Ia. C�'\44. ribed before me tJlis jI:O"day of A//) STATE OF FLORIDA, COUNT OF DADE ' I HEREBY CERTIFY that this is a true cgpy of the a/ filed in this office on / day9t , AD 20 03 WITNESS my hand and Official Seal. HARV RUIN, CLERK, a &Circuita Q `/ Notary Public �NJ5510p Print Notary's NameA e- i A NUNEZ- E l� My commission expires: (o -( O -c1 123.01 -52 PAGE 4 8/02 ty Courts 1111111 1111111111 11111 11111 1111111111 11111111 CFN 2005R► ti2395 r 4 OR. Bk 23156 F'9 4008; (1Ps) RECORDED 03/10/20115 15 :40 :59 HARVEY RUVIH► CLERK OF COURT MIAMI -DADE COUNTY► FLORIDA LAST PAGE Prepared by ,41 L' u , 20 Address: �� t f( a I CA/ / J � / 32/8 � N Aa�iNA Nriy "�,, o .0? .. zo. #DD221731 �O .'r i ce• . Be A Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/9/2005 Applicant: MARK Owner: ORLANDI JOB ADDRESS: 857 NE 97 Contractor KINCO, LTD. Local Phone: 305 - 235 -1801 Parcel # 1132060142620 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -234 ORLANDI MARK ST Contractor's Address: 13440 S. W. 131 ST. Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 - 37 E1/2 OF LOT 19 & LOT 20 Fees: Description Amount FEE2005 -3062 Building Fee $290.00 FEE2005 -3063 CCF $6.00 FEE2005 -3064 Training and Education Fee $2.00 FEE2005 -3066 Submittal Fee ($50.00) FEE2005 -3067 Technology Fee $7.25 FEE2005 -3068 Scanning Fee $21.00 Total Fees: $276.25 Total Fees: $276.25 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 8/17/2005 Construction Value: $9,576.00 Work: REPLACE WINDOWS WITH NEW NON IMPACT WINDOWS 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: BLK 73 FROM: BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138 -2382 TELEPHONE: (305) 795 - 2204 FAX: (305) 756 - 8972 FAX TRANSMITTAL BLDG DEPT DATE: .0/�A TO: FAX: FAX: (305)756 -8972 NUMBER OF PAGES INCLUDING COVER MESSAGE: - l A:14 1471<g_ 6 A1131 THANK YOU Miami Shores Village Hall Miami Shores Village Building Department ILDING CRITIQUE S 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 - Permit -No. AP 05 -,R3 �f Job Name to, cx/ (Ws 9t, r%19// g - 1 4.5£' <ReA -c2 )(Ex/ (1/0 9 hA9e 1 / I 7v./37 C..?) 3 77 hWO ) / )3.2c G6 KINCO WINDOWS Ltd Job: e"7 Date: de. ,e%!7 lLao�t MADE MIA PRODUCT CONTROL NOTICE OF ACCEPTANCE Kinco Ltd. 5245 Old Kings Road North Jacksonville ,FL 32254 Your application for Notice of Acceptance (NOA) of: Series "RW -XHP" Aluminum Horizontal Sliding Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dadc 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 fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01 -0525.01 EXPIRES: 12/24/2006 Raul Rodriguez Chief Product Control Division THIS LS Mk COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 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: 08/02/2001 A$ 0450001 'pc20001 \templates'notice acceptance corer page.dot Internet mall address: postmaster ®buildingcodeonline.com MTAMT -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Francisco J. Quintana, RA. Director Miami -Dade County Building Code Compliance Office F{omepage: http : / /www.buildingcodeonline.com Kinco Ltd. ACCEPTANCE No.: 01 -0525.01 APPROVED AUG 0 2 2001 EXPIRES : December 24. 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 1009.02, which was issued on December 24, 1998. It approves an aluminum horizontal sliding 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 "RW -XHP" Aluminum Horizontal Sliding Window and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -55, Sheets 1 through 5 of 5, titled "Series RW -XHP Aluminum Horizontal Sliding Window", prepared by Al- Farooq Corporation, dated 07/29/98 and revised on 5 /10/01, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. 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. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 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. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 Perez, P.E. Product ' on of Examiner Pro ontrol Division Kinco Ltd. ACCEPTANCE No.: 01- 0525.01 APPROVED AUG 0 2 2001 EXPIRES : December 24, 2006 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 holder 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 be 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 this la Manuel Product END OF THIS ACCEPTANCE 3 3 trol Division Kinco Ltd. ACCEPTANCE No.: 01- 0525.01 APPROVED AUG 0 2 2001 EXPIRES : December 24, 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not Part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W98 -55, Sheets 1 through 5 of 5, titled "Series RW -XIJP Aluminum Horizontal Sliding Window", prepared by A1- Farooq Corporation, dated 07/29/98 and revised on 5/10/01, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of a Horizontal Sliding Window, glazed with 3/16" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2071, dated 06 /25/98, signed and sealed by Gilbert Diamond, P.E. 2. Tcst reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with marked up drawings and installation diagram of a Horizontal Sliding Window, glazed with 1/8" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report . No. FM-2070, dated 06 /25/98, reissued 8/31/98, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Anchor calculations and comparative analysis, prepared by Al- Farooq Corporation, dated August 22, 1998, revised on May 17, 2001, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Letter from Kinco, Ltd., dated May 18, 2001, stating that the product has not changed since it was originally approved. 2. Letter from A1- Farooq Corporation, dated May 18, 2001, stating that the engineer who performed the review of the product is still in the engineering business. 3. Statement letter of conformance, dated Aug. 28, 1998, signed by Humayoun Farooq, P.E. 4. Statement letter of no financial interest, dated Aug. 28, 1998, signed by Humayoun Farooq, P.E. 5. Laboratory Compliance Letters for Test Report FTL -2070 and FTL -2071, dated July, 10, 1998, signed and sealed by Gilbert Diamond, P.E. F. OTHER 1. Notice of Acceptancc No. 98- 1009.02, issued to Kinco Ltd. for their Aluminum Horizontal • Sliding Window, approved 12/24/98 and expiring o 2/24/91. a.LtaJ a ",J Manuel erez, P.E. Product Con xaminer Produc Co�trol Division E -1 SEE CHART FOR NO. OF ANCHORS AT HEAD OR SILL DA. OP0. 24 I/8 V WIDTH 74' 1S -1 /4' MM. WINOOw WIDTH TYPICAL ELEVATION ( %OX ) TESTED SIZE .APPROVED CONFIGURATIONS CLAM WIDTHS TO BE EQUAL ON 'MOVING AND FIXED UTES SURFACE APPLIED NUNTDM OPTIDNAL SERIES RW -TRP ALUM. RORTZ. QT.TIITNG WINDOWg COMPARATIVE ANALYSIS CHART BASED ON FR -2070 TEST SIZE - 74' X 60 -9/18' (20X) 2 3/4- MAX. TEST LOADS - +62.6, - 82.5 PSF DESIGN LOADS 4. +66.0, -55.0 PSF WATER INFILTRATION TEST - 8.25 PSF TESTED CLASS - DSR NFAHFD DESIOR LOAD CAPACI'1T - PSF (DEB - ANN. GLASS) TTATDOTr DNS. • WIDTH 30 -3 /B' 70 -3 /8' XOX 8 ZEE, I IMPACT RESISTANT SHUTTERS REQUIRID I WINDOW DIMS. ES' 37' 49' 61• 73' 88• 37' 49' 26 - 1/2' 37' 83 -1/8' 74' 26 -1/2' 37• 73 -1/8' 74' es - 1 /e' 38 -3/8' SO -8 /8' ANCHORS DYES: 1. TNR STRIICRFRE B DESIGNED AS PER THE SOUTH FIDRIDA 8UIL01140 CODE 1894 EDNION FOR DADE COUNTY. ALSO FOR WINO LQAOS AS PER ASCE 7-88 USING CORRESPONDING. LOADS. e WOOD DUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TOME STRUCTURE S. ANCHORS SWILL 8E AS USTEO, SPACED AS SHOWN ON OETAILB. ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. APPROVED AS COMPLYING KM THE 80UTHfLDRCA BUEDIN0 CODE drawing no. W98 -55 'shoat 1 of 5 ) SEE CHART FDR N0. OF' ANCHORS AT HEAD OR SILL 7' MAX. 23/4' MAX. 112' 1MN00W WIDTH TYPleAL ELEVATION ( XOX ) TFSTFO S17F SURFACE APPLI(D NUHTINS OPTIONAL 2'61.43 3/16' ANN. OL 1/4' ANN. 01.. - - -. ' '3/16' TEMP. OL' - - ' 11. II 15 1/4' MAX. TYP. A • 1 I 1 II II II II - _-- J ,___- 1,____ 10 l 1 11 11 u u ___ == 3/15' ANN. OL I /4' ANN. 0L.___ ' TEMP. 0L -- © II I 1 1 3/18' ANN. OL I/4' ANN. OL. -- - 3//0' TEMP. 11 II t. 33 1/2' D.L CPO. 36 1 /e' VENT 4PPRI)VFf • CONFIGURATIONS ' GLASS WIDTHS TO BE EQUAL ON MONNO MID FIXED UTES WIDTH 1 to • 500009 LOAD CAPACITY - P5P (20I SIZES) WINDOW DIMS. VIDTM 73' 05' 97' 109' 73' 05' 97' 109' 73' 87' 97' 109' 73 e5' 97• 109' 74' 74' 74' 74' HEIGHT 25' 37' 49' 61' 26' 38 -3/0' 50 -1/8' 63' ANCHORS ICAO 7 e 9 10 7 e 9 10 7 e 5 10 7 e 9 10 7 7 SILL 6 7 e e 6 7 e e 6 7 e 0 6 7 9 6 6 3/10' ANN. CLASS EXT14q 510 55.0 336 53.0 570 310 310 55.0 33.0 53.0 523 10.8 330 419 42.0 39.3 310 33.0 35.0 54.8 1041.( -) 902 906 900 906 617 792 712 63.3 617 79.3 589 50.8 49.5 43.9 42.0 39.3 90.0 77.7 30.9 47.3 1/4' NN, 4' A 01.053 5 15' T930'. GIAM WO) 336 336 55.0 50.0 55.0 55.0 056 53.0 55.0 576 55..0 55.0 53.0 55.0 51.4 47.9 55.0 55.0 536 352 1NT1 -) 900 900 90.0 90.0 91.7 80.1 79A 78.1 61.7 60.3 79.7 79.0 49.5 40.6 47.9 47.4 90.0 77.7 58.9 47.3 SERIES RW -XHP ALUM. HORIZ. SLIDING WINDOWS COMPARATIVE ANALYSIS CHART RASED ON FTL -2071 TEST SIZE - 112' X 63' (XOX) TEST LOADS - +07.5, -670 RV DESIGN LOADS - +45.0, -47.0 PSF WATER INFILTRATION TEST - 0.25 PSF TESTED MASS - 3 /10'- .AHNF. gn I IMPACT RESISTANT SHUTTERS REQUIRED 1 Gpr, 004. i0.14MYCLIN AR000 FAIL PE / 16557 JUL 17 001 DEMON LOAD CAPACITY - PO7 (20 011 02 =8) WINDOW DIM /. MOTH ES' 37' 49 61' 73' 25' 37' 49' 61' 73' E5' 37' 49' 61' 73' 05' 37' 49• 61' 73. 26 -t /8' 37' 53 -1/8' 74' 06 -1/2' 37' 53 -1/0' 74' 26 -1/E'• 37' 53 -1/8' 74' M -1/2' 37' 53 -1/e' 74' HEIGHT 25' 37' 49' 61' 26' 59 -3/0' 70 -7/8' 63' ANCH HEAD 3 4 5 6 7 5 6 7 3 4 7 7 3 4 5 6 7 3 4 S 7 3 7 3 4 5 7 3 4 5 7 SILL 2 4 4 5 6 2 4 4 5 6 E 4 4 5 6 2 4 4 5 6 3 4 5 6 3 4 5 6 3 4 5 6 0 4 5 6 3/15' ANN. 01ASI 00744) 53,0 53.0 55.0 55.0 55.0 570 336 57.0 35.0 57.0 15.0 55.0 55.0 510 50.6 53.0 55.0 55A 422 39.1 53.0 376 550 550 57.0 35.0 53.0 53.0 55.0 53.0 55.0 484 55.0 530 40.3 37.4 90.0 90.0 90.0 90.0 900 90.0 90.0 04.9 74.7 670 . 772 69.5 63.6 55.4 50.6 62.0 55.9 527 420 39.1 90.0 90.0 90.0 861 90.0 915 77.2 6E1 70.5 67.3 38.6 404 56.6 54.1 47.1 37.4 1/4' ANN. CUSS 3/16' TV0:. GLASS EXT.( ") 55.0 55A 336 552 05.0 ' 55A 33.0 576 53A 536 50.0 55.0 510 55.0 53.0 55.0 35.0 536 33.4 47.7 33.0 556 53.0 510 510 35.0 530 35.0 536 55.0 556 55.0 750 556 370 452 NITA -> 90.0 90.0 90.0 906 90.0 900 90.0 869 010 80.3 77.E 69,3 616 632 61.7 62 752 527 50S 47.7 90.0 900 90.0 90.0 90.0 881 779 7 70.3 67.3 384 58.9 361 54.1 47.1 452 APPROVED AG COMPLYING KITH TM 8011TH In •'i' - ..2 DA A f 41 S eY L / �W 1! PRO. • CO • OM010N WWI • : ... COOIPOMI CE O?FlCE ACHE NO, CN-6 s' / 1 6 drawing no. W98 -55 (shoat 2 of 5 0 ti . .. ' 1'd.•• TYPICAL ANCNERS !EE ELEV. 1 DR 2•31 VOOD RUCKS • IMPS 3 PV2 VET 0 TYPICAL AMt�2 O 10 x 1/2 6116 0 12 O.C. • W000 BUCKS NOT BY KINCO LTD., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHOR! SEE ELEV. 1 110000 CH BUCX USX 3 4 3 6 7 8 1 0 • IP 12 13 14 13 16 17 12 19 01 22 23 PAR! / 61 -12141 AF -12132 6r- 334693 AF- 334690 AF-12152 AF -121]3 AF- 333042 AF -15241 AF -10142 AF -12143 Ar -12167 L -013 03-175 421 141 7316 7316 51X3/2' SMS 411%2' FN SNS 66X1• re SR! 7332 -133 7332 -169 QULIITIIT !/VENT 1/ VENT I/ VENT 1/ VET 1/ VENT 1/ VENT 2/ VENT AS REDD. 1/ VET ' 2/ VENT AS RCOD. AS RCaD. AS ROOD. 2/ STILE • 2/ STILE 2/ LOCK :nu 1/ LOCK *nu 035021712011 rRAr10 HEAD HEAD SPACER 0-7/16' LONG AT FIXED RAIL fRAIE SILL FRAME 21)1 511.1. rRAK MOVING JAMB FRANC FIXED JAN1 FIXED MT¢ STILE VENT T? RAIL VENT DUTTON RAD- VENT SIDE RAIL VENT LOCK STILL VMEEL HOUSING GLAZING BEAD ROLL FORMED ALU2 WELL AXLE VM EEL FIN -SEAL V' STRIP .2709 x .31011 61/1-SEAL V' !TRIP .2709 x .13011 VENT MD 61014E ASSCNDLT =REVS MEAD TO r1XED STILE SILL TO FOXED STILE VENT LATCH LH. AT IODFPAN VENT LATCH RN. AT MIDSPAN KATZFOLL 6067 -T6 6063 -76 6063 -T6 6063 -76 6063 -16 6063 -16 6063 -16 6063 -T6 6063 -T6 6063 -T6 6063 -16 /PASS ZINC CAST ZINC CAST 1IA117./110PP1211< ALLMAX/ECNNfll ALUNAX/30111E11. ALLMAX/SONNCLL ALUMAX/10 6011. AUMAX/130.0/ELL ALUWAX/211 NELL ALUMAX/I2 HELL ALUNAX/10NNLL1 ALUMAX /20NNCLL ALUMAX /DONIRIL ALUMAX /BONNELL HUGHES SUPPLY FL SCREEN/MARLIN METAL SAUNDERS LNG. SAUNDERS ETC, SCHISM SCHLEGEL ALLEN- STEVEN! ALLEN - STEVEN/ EXTERIOR GLAZED SY USIN0 ROLL 10RME0 ALUMINUM BEAD AND 'SCHNEE MOREHEAD 6666' ADHESIVE BEDDING COMPOUND. TYPICAT. ANCRORS• A. 112 X 1-3/4' SMS INTO 2BY WOOD DUCKS OR WOOD STRUCTURE B. 3/16 TAPCONS TNRU 18T 11 BUCK 1 -1/4' MM. EMBED INTO CONC. DR BLOCK SEALANTS; ALL FRAME AND VENT CORNERS, INSTALLATION SCREWS SEALED WIT) 'SCHNEE MOREHEAD 6604' SEALANT. EnOn DR NUWTOUN FAR000 1127 JUL1 APPROVED A7 AS COMPLYING MN Re SOUTH a AUG • I 1 .• 41 1..: CL DIVISION COMPLUNCECIFFM ACC:PTA/WRNO. °1.2 3'.0, y v 0 • shoot 3 0f 5 St 8 a droving no. W98 -55 1 ' EXTERIOR VSNDDV WIDTH XO L.&YOTIT OX OPPOSITE EXTERIOR VDTDOV we SHIM JUL 17 20T1 A. r'e TYPICAL ANCHORS � • SCE ELEV. APPROVED AS COMPLYING WITNTNE SOUTH FLORIDA WILDINO 000E PR.. T CONTROLOPASION SOIL • • OE COMPLIANCE OFF . ACCEPTANCE MO. Gi —o T2 r.. Crowing no. W98 -55 (sheet 4 or 5 ) AiWU= �ru1D .050 j1FAI3 saAOFR FRAME sot 1131:11 -452,13 .49l A6t TY -� 5A_CM TOP R•1L SASH BOTTOM PAII 12" A6e TYP. .750 Eg .6,9 IOI Ru !UM Mm RAtl ANt TOP CORNER VFW BOTTOM rdffiNFF Deers DR M Si$ UC rthh 'MOOD ltd. PC / tea» JUL 17 200 maul' BOTTOM CORNER APPROVED Aa C LYING %MITME o AA E rU RfiO I5ON coneempuveceorRCE Aas.n+ati sr.orzs, or 8 or aozn ; 1 A9 S drawing no. W98-55 sheet 5 of 5 ) MIAMI•D- PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 APPROVED: 06/28/2001 Your application for Notice of Acceptance (NOA) of: 1 "x Heavy Wall - Aluminum Tube Clipped Mullion under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials 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 fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0323.02 EXPIRES: 06/28/2006 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by thc Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11s04500011pc2000 \ltemplates\notice acceptance cover page.dot Internet mail address: postmaster @bulldingcodeonline.com Homepage: http : //www.bnildingcodeonline.com PGT Industries ACCEPTANCE No.: 01- 0323.02 APPROVED • JUN 2 8 100 EXPIRES • JUN 2 8 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clipped mullion system, 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 1"x Heavy Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6621, Sheets 1 through 6 of 6, titled "1" Heavy Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either lx2x.375 (2 anchors) mullion, 1x2.75x.375 (3/4 anchors) mullion, 1x2.75x.650 (3/4 anchors) mullion or 1x4x.375 (4/6 anchors) mullion, see corresponding table in approved drawings. 3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 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, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and/or fixed lite attached to mullion. 6.13 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. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manu Perez, P.E. Product COX Examiner Prod ct Celntrol Division 2 PGT Industries ACCEPTANCE No.: 01- 0323.02 APPROVED : JUN 2 8 2001 EXPIRES . JUN 2 8 2006 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 holder 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 purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the 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 needs 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 this last page 3. END OF THIS ACCEPT CE 3 er Man uel Produc , P.E., Pro . uct Co • xaminer ntrol Division PGT Industries ACCEPTANCE No.: 01- 0323.02 D. MATERIAL CERTIFICATIONS 1. None. E -1 APPROVED : JUN 2 8 200t EXPIRES JUN 2.8 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6621, Sheets 1 through 6 of 6, titled "1" Heavy Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94 2) Large Missile Impact Test, SFBC PA 201 -94 3) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. 2. Test reports on 1) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94 2) Large Missile Impact Test, SFBC PA 201 -94 3) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. 3. Test reports on 1) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94 2) Large Missile Impact Test, SFBC PA 201 -94 3) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a lx 2 x %" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. C. CALCULATIONS 1. Engineering Structural & Anchor Calculations, prepared by manufacturer, dated 08/20/00, revised on 5/24/01, signed and sealed by Robert L. Clark, P.E. Manue Per:,z, P.E. Product Control finer Produ • . ntrol Division PGT Industries ACCEPTANCE No.: 01- 0323.02 APPROVED . JUN 2 8 2001 EXPIRES JUN 2 '8 2006 E. STATEMENTS 1. Statement letter of conformance, dated March 16, 2001, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated , signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Reports No. FTL -2902, FTL -2903 and FTL -2975, issued by Fenestration Testing Laboratory, Inc., dated January 30, 2001, signed and sealed by Antonio Acevedo, P.E. F. OTHER 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) E -2 Manu P.E. Product Contro Produc ontrol Division xaminer rr GLAZING PRODUCT (��f� 1 1 r TYP. MULLION N GLAZING PRODUCT dim, M GLAZING PRODUCT GLAZING PRODUCT 1 1 W1 W2 W3 w GLAZING PRODUCT GUI2ING PRODUCT '_ . ' TIP. MULLION GLAZING PRODUCT I` wwrr GLAZING PRODUCT H GLAZING PRODUCT GLAZING PRODUCT 1 WI W2 it. ANCHORS: TYPE C OR D" BOTH ENDS MULLION W W1+W2 (2) WINDOWS MULLED TOGETHER FOR DL I LRM/NING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W 01? W1 +W2 MULL LENGTH = H ANCHORS: TYPE 9. C' OR D' BOTH ENDS NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 W GLAZING PRODUCT h 2 H = H1+H2 (1) WINDOW MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1+H2 MULL LENGTH = W 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ANCHORS: TYPED" C OR D' BOTH ENDS s /� Robert L aBrS. rE. P.E. #39712 Structural w HY1 2 H INDUSTRIES TYPE 'A' WW1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 Ili) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 ANCHORS Raved By. 10.21e: Drown Efir P.J.P. 1070 TECHNOLOGY DRNE P.O. BOX 1529 NOKOMIS, FL .34275 NOKOMIS, FL .34274 ANCHORS: TYPE E C OR . BOTH ENDS H2 W = W 1 +W2 +W3 H = H1+H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 Chkd By: rota, Dater /28/00 Swiss/Mode: MULLS Review*: SecrAV 1x APPROVED AS COMPLYING WITH THE SOUTH FigA riDINGCODE • . .. NTROL DM9ON / r r CODE ODA/FIANCE OFFICE ACCEPTANCE No. 0 /— 6323.02 0mc4c4IN : 1" HEAVY WALL MULLION ARRANGEMENT DETAIL Shoot Drawing No. 1 .06 . 6621 Rev. P.C.T. 1a MULLION MULLION CLIP CUT FLANGES OFF OF MULL CLIP TO FORM A • r— CHANNa AND 1' MULL P.G.T. MULLION FOR 1' MULL TYPICAL MULLION TO MULLION INSTALLATION TYPE A " r -2" OR 4 "--{ . MIN. 1 1voo0 2h (TYP4 BUCK L 1i MIN. r _2" OR TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "B", NOTE: 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLlCA7TON. 112 F.H. S.M.S STAGGERED ON OPPOSITE SIDES as MIT ID E WITH EACH OTHER) /12 SMS 1 ALL F MUST BE 640E COUNTY APPROVED. SEE NOTE 11 12 F.H. S.M.S STAGGERED ON OPPOSITE SIDES (SO AS NOT 70 INTERFERE WITH EACH OTHER) SEE NOTE #1 /12 WOOD SCREW (799 /) AM. PENETRATION INTO WOOD BUCK. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 Robert L Ir. P.E. P.E.#39712 S*'t1C1+• a FAT INDUSTRIES 1 MIN. • TYPICAL MULLION TO SIR(, ^TURF WITH WOOD RUCK REMOVED FROM ,70NC. TYPE C" Raved By: rota Orare By P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL .34275 NOKOMIS, FL 34274 I•--2" OR 4'--1 I ---2' OR • TYP CAL MULLION TO STRUCTURE WITH WOOD RUCK AND CONC. TYPE D". Cltlrd By: r t. 4/28/00 Sertea/Modeh MULLS /72 F.KL S.M.S. STAGGERED ON OPPOSRE SIDES (SO AS NOT 70 INTERFERE 1477H EACH OTHER) SEE NOTE 1 M7N. TAPCON (246/ "•- MIN. 4 PENETRATION b TO CONCRETE OR BLOCK . STRUCTURE ALL FAS7E ERS MUST BE ANTE COONT) APPROVED. SEE NOTE , '7 Revhlona: Scale: 1x Slroet: 2 , 06 ST C 1 OPPOSITE SS S (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE • /1 MIN. TAPCON (246/) MIN. 4 PENETRARON INTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY APPROVED AS COMPLYING WITH T1¢ PRO. T •.. ROL DIVISION CRUD: CODE COMPLIANCE OFFICE ACCEPTANCE NO. ° I-4773 Az lkaedyeorr 1 " HEAVY WALL MULLION & CLIP INSTALLATION DETAIL !haring Na. 6621 Rev-. IMPORTANT QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTTTY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE R£Q'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x § 1 x 24 x11 1 x22xB 1 x4x> A ' 17c r MAX 1 " MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG f 1099 MIN. FROM ENDS (TYP) i j 1 " MULL CLIP W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM ENDS (TYP) — 1 " MULL CLIP THREE (3) ANCHOR LOCATION'S EXTRUSION DWG / 1099 MIN- FROM ENDS (TYP) 1. 1 " MULL CLIP W/TABS REMOVED THREE (3) ANCHOR LOCATIONS EXTRUSION DWG / 1099 - 4- --6- - - �e� NOTE: ,L rc.A,e� 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ee'317/1- 5 TK vcYtiC. 4 � MIN. FROM ENDS (TYP) 1 I- -1 MAX MIN.- t MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG # 1099 MIN. FROM ENDS (TYP) I — O- --e $ 8 1 " MULL CLIP W/TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 INDUSTRIES 1- Rend By: Date: Drawn By P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Cekd By -1 MAX. Date: 8 MIN.- I- -A' -I 5 /21/01 SMes/Mode* MULLS 1" MULL CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION DWG # 1099 1 8 j b A' 1 " MULL CLIP W/TABS REMOVED SIX (6) ANCHOR LOCATIONS EXTRUSION DWG IA ED AS COMPLYING WM THE SOUTH F1 �Q(7J l AA - 1D7NG CODE JUn -e- -e- -- O Revisions Scale: MIN. FROM ENDS (TYP) -1 t- L Sheet: 3a+6 i BY PR A 'IN. FR )M EN )S (n D) DMM90N BUILDING CODE CCNPUANCE OFFICE AC(' ANCE NO. a r - 0 12 z.b Oexr7AUCn: ANCHOR LOCATIONS Tltte: 1 " MULLION CLIP Drawing No 6621 Raw. f 3 4 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 21 32 1 x HEAVY WALL MULLS MAT'L: 6063 —T6 4 ,_ T IND STRIES Rene Bl Der Dram By: P.J.P. Robert I^ WBTK, 81 1070 TECHNOLOGY ORIYE P.O. BOX 1529 P.E. #39712 NOKOMIS, FL 34275 NOKOMIS, FL 34274 ctr`us� Oats: alkd rt.: /22/00 SeAes/Nedel: MULLS Scala: 1x 3= 4 J sheet 4016 4 � Revisions 8 APPROVED AS COMPLYING NTH THE SOUTH UN 28 2 CODE By PRO A(lTROL DINSION MUM CODE COMPLIANCE OFF= ACOPTANCE NO. 0/ 032 T -4.2 DescKpr/on: 1 " HEAVY WALL MULLION PROFILES Growing N0. 6621 Rev. 54 72 76 78 84 90 96 108 111 144 50 60 155 142 129 116 115 100 94 81 67 58 OPENING WIDTH IN INCHES 70 80 90 100 110 120 130 160 134 130 130 130 130 130 130 130 107 102 100 99 99 99 99 99 91 85 82 80 80 80 80 80 73 68 64 63 62 62 62 62 51 47 44 42 41 41 41 41 58 50 38 32 30 24 19 16 49 43 32 27 25 20 16 44 38 29 24 22 17 40 37 35 34 32 30 26 24 22 22 20 18 20 18 17 16 - - 34 29 21 17 16 34 34 34 28 28 28 20 20 20 17 16 16 15 15 lx2x.375 2 Anchors 42 48 50.625 1 x2.75x.375 60 63 66 OPENING WIDTH IN INCHES 314 Anchors 50 60 70 80 90 100 110 120 42 170170 170170 170170 170170 170170 170170 170170 170170 O 48 1701170 1701170 1611170 1541170 1501170 1491170 1491170 1491170 50.625 170 161 148 1 40 1 170 136 134 134 134 54 1661 1471170 135 1261153 1211146 1191142 1181141 118 60 1451152 1271131 1161116 1011107 1001100 96 1 96 93 1 93 92 1 92 63 131 112 99 1 99 90 1 90 84 1 84 80 1 80 77 1 77 76 1 76 76 66 1131113 971 97 851 85 771 77 72172 68 168 651 65 64164 63 H 72 86 186 73 173 65165 58158 54 154 50 150 48 48 46 146 45 O z LU J w x U z 76 73 j 73 62 j 62 54 j 54 49 j 49 45 j 45 42 1 42 40 j 40 38 j 38 37 78 67 1 67 57 1 57 50 1 50 45 1 45 41 1 41 38 1 38 36 36 35 1 35 33 e4 54 I 54 .5 45 1 . 1 .� . I .. 1 .. ,., ,. I . 26 20 16 J -J 90 43 143 37137 32 I32 28 26 1 26 24 124 22 1 22 21 121 z 96 36 36 30 26 23 21 1 21 19 19 18 18 17 108 25125 21 18 16 116 I I I I 111 23 1 23 19 19 17 1 17 15 15 - 1 - - 1 - - 1 - - 1 - 144 - i - i i - i - - NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 130 160 170170 170 1491170 149 134 134 1181141 118 92 1 92 92 76 76 L 76 63 63 63 45 44 44 37 36 36 33 32 32 26 24 20 19. 16 15 5-1-v 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ,PL CGS day ? /Z 170 170 170 141 92 24 19 15 INDUSTRIES Rarod es re. Darn By: P.J.P. 1070 TECHNOLOGY ORNE P.O. 90X 1529 NOKOMIS, FL 34275 NOKOMIS. FL 54274 Vertil:al Mull . ._Openin ! Width F Opening Width L \Opening Width Mull Length Horizo ital Mull Mull Length Multiple Mulled Units Mull Length CAM By: rots: °ats /28/00 SMSS/YSdM MULLS Rav(sbna: Scats: NTS Ste: 5 APPROVED AS COMPLYING NOH nt SOUTH FLORIDA BUILDING CODE 74771Nri!!, PR OLDMSION BUILDING CODE COIMPUNICEOFFICE ACCEPANCE NO. 01 -03-43 Description: PRESSURE CHARTS TINS: 1" HEAVY WALL MULLION Drawing No. 6621 Rsr. 1x2.75x.650 3/4 Anchors 50 60 42 170170 O 48 1701170 50.625 166 54 152 60 1331152 63 125143 66 1181135 72 106 76 91 1 91 129 116 133 99 1113 92 1 105 78 84 184 84 67 167 90 54154 96 441_44 108 31 131 111 29129 144 1 x4x.375 416 Anchors 50 60 70 42 1701170 1701170 1701170 48 1701170 1701170 1701170 50.625 170 170 170 170 54 170 1701170 1701170 60 1701170 1701170 1541170 63 1701170 1591170 1441170 66 1701170 1501170 1351170 72 154 76 1441170 78 140 84 1281138 90 1121112 96 92 192 108 64164 111 59 144 27127 1031118 931107 92 1 92 81 .81 77177 68168 170 170 1601170 1481169 148 136 135 124 142 1171134 1061122 110126 99 1 114 71 63 57 1 57 50 1 50 1 I 1341170 1201165 1251160 1121140 1211148 108 111 98 1102 95 195 82 182 78 1 78 67 167 70 80 OPENING WIDTH IN INCHES 170 1411161 86 1 97 73 73 61 161 56 1 56 44 144 46 146 40 140 38138 33 1 33 26126 23123 24 1 24 21 1 21 36 136 291 29 20 120 18 1 18 80 1701170 1701170 170 1691170 1431170 1331170 1251170 1101148 1021126 99 90192 74 174 60 160 18 17 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 90 100 110 120 130 160 170 1701 170 170 170 170 170 170170 170 170 1381158 1371157 137 157 137 157 170 157 170 125 123 123 141 123 141 154 141 123 112 128 109 125 108 124 108 124 108 124 108 94 107 901103 88 101 88 100 88 100 88 87 99 83 1 95 81 93 80 91 80 91 80 81 90 77185 75 82 73 80 73 79 73 67 67 63 60 60 58 58 56 56 56 56 56 52 + 52 49 49 47 47 46 46 45 51 51 48 48 45 45 43 43 42 42 -40 40 40 37 37 35 35 33133 32 32 30 32 32 30 30 28 28 26 26 25 25 23 26 26 24 24 23 23 21 21 20 20 113 18 17 17 15 OPENING WIDTH IN INCHES 103 98 1 127 95 1116 90 1108 92 1106 87199 83 83 77 ; 77 67167 62162 54154 50150 17 15 15 1701170 1701170 1701170 1701170 94 1 120 861102 15 90 100 110 120 130 160 170!170 1701170 170 1571170 1281170 1171169 1081150 170 170 1621170 1581170 1361170 1311170 1261170 1211170 1171166 1121156 83 1 93 73173 58 158 47 147 54154 52152 48 44 1 42 42 38 54154 47147 42142 37137 34134 32132 30130 28128 25 50 43 38 34 31 29 27 26 23 22 22 19 17 15 - 1 - - 1 - - j - - 1 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 157 141 124 100 91 79 56 45 40 30 23 18 1701170 170 1701170 1701170 1701170 1701170 170 170 1571170 1571170 1571170 1271170 1271170 1271170 116 116'165 116165 1061145 1051144 105 144 91 89 68 111 83 , 98 81 95 79 93 80 78187 75 84 69169 66166 62 62 48 38 25 23 r�v�� / ec . a" lc 577/G FAT INDUSTRIES Roved By: 1070 TECHNOLOGY ORtWE P.O. BOX 1529 NOKOMIS FL J4275 NOKOMIS. FL 34274 Verti :al Mull ._Openin t4 Width Horizc ntal Mull Opening Width L Drown By P.J.P. Mull Length Mull — Length' Multiple Mulled Units Date: \Opening Width Chkd By: Mull Length Date: Oats: 4/28/00 SeAee/Uodet: MULLS Revisions: Scalar MUM: NTS 6 e/ 6 APPROVED AS COMPLYING WITH THE SOUTH Ft.q A BuMDNo CODE OAT JUN • .!t•: I WADING CODE COMPLIANCE OFRCE ACCEPTANCE NO, Cr- 0 3I3• °a Doeviption: PRESSURE CHARTS Tftte: 1" HEAVY WALL MULLION Oraeax9 No. 6621 Rev: MIA M IDADE 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 -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "ATW -400" Aluminum Awning Window (Narrow 6 -Vents max) APPROVAL DOCUMENT: Drawing No. 445, titled "Narrow Vent Alum. Awning Windows," Sheets 1 through 6 of 6, prepared by manufacturer, dated 6/20/01 and last revised on 10/31/01 signed and sealed by Robert L. Clark, P. E ., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: 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 shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 0712.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NIIAMI -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 -0702.05 Expiration Date: December 20, 2006 Approval Date: July 24, 2002 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 445, titled "Narrow Vent Alum. Awning Windows," Sheets 1 through 6 of 6, prepared by manufacturer, dated 6/20/01 and last revised on 10/31/01 signed and sealed by Robert L. Clark, P.E. B. TESTS 1. 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 aluminum awning windows, issued by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3045 and FTL -3046 dated June 06,2001, reviewed and signed and sealed by Luis Figueredo, P.E. C. CALCULATIONS 1. Comparative Analysis and Anchor & glazing Calculations, prepared by PGT Industries, dated 07/06/01, and revised on 11/12/01, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. None E. STATEMENTS 1. Statement letter of conformance and no financial interest, dated July 06, 2001 signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL -3045 and 3046 issued by Fenestration Testing laboratory, dated June 06,2001, signed & sealed by Luis Figueredo, P.E. E. OTHER 1 This NOA revises NOA 01- 0712.02 2. Letter from PGT dated June 17, 2002 requesting updated NOA format. E -1 \4691 \ . L\Aau.L Ishaq LChanda, P.E. Product Control Examiner Product Control Division NOA No 02 -0702.05 Expiration Date: December 20, 2006 Approval Date: July 24, 2002 COMPARATIVE WIDTHS ANALYSIS FOR: D5B Al. VEALED GLASS TEST REPC IT: FT -3045 A4 MINIMUM QUANTITY OF LITES: 2 1 3 4 1 6 HEIGHTS 26.000 (3) 38.375 (4) 50.625 (5) 63.00 15) 76.000 (7) 40.000 (3) -57.1 56.0 -53.6 63.0 -52.6 62.6 -61. i 51.i -50.0 60.0 44.000 (3) -67.1 56.0 43.8 63.6 -62.6 62.6 -51. i 51. i 40.0 60.0 48.000 (3) 47.1 66.0 -53.8 53.8 -52.5 52.5 -51. i 51. -60.0 50.0 63.125 (3) -63.0 53.0 41.6 61.8 31.1 61.1 -50. I 60. I 40.0 60.0 COMPARATIVE WIDTHS ANALYSIS FOR: SSB Al VEALED GLASS TEST REPC 2T: FTL4046 A5 MINIMUM QUANTITY OF LITES: 2 1 3 4 t 1 6 HEIGHTS 25.000 (3) 38.376 (4) 60.625 (6) 63.00 1 16) 76.000 (7) 40.000 (3) 41.4 51.4 .48.4 48.4 -47.2 47.2 -46. I 48.1 46.0 46.0 44.000 (3) -51.4 51.4 -48.4 48.4 -47.2 47.2 46. t 46. -45.0 46.0 48.000 (3) -51.4 61.4 -48.4 48.4 -47.2 47.2 -48. 46, i -45.0 45.0 53.125 (3) -47.7 47.7 -46.4 46.4 -46.9 45.9 -45. 45. .45.0 45.0 GLASS TH CKNESS ITEM DIM 'A' CLASS TYPE 32 [ 5 SSB ANNEALED 33 HEIGHTS DSB ANNEALED 35 3 16 • ANNEALED COMPARATIVE ANALYSIS FOR: 3116" ANNEALED GLA1 TEST REPORT: FTL -3045 A1,A2. MINIMUM QUANTITY OF UTES: 2 3 4 [ 5 5 HEIGHTS WIDTHS 26.000 (3) 38.376 (4) 60.626 45) 63.000 (6) 76.000 ( 40.000 (3) -64.3 40.5 -69.1 -58.0 -66.3 56.0 68.0 66.0 56.0 66.0 44.000 (3) -64.3 30.6 -59.1 38.0 -66.3 66.0 55.0 56.0 56.0 65.0 46.000 (3) -64.3 40.5 -59.1 38.0 48.3 56.0 56.0 56.0 56.0 65.0 63.125 (3) -59.7 48.1 -57.6 47.0 -65.3 66.0 56.0 56.0 56.0 65.0 8 76" MAX. HEIGHT 53 1 /8" MAX. WIDTH A MAX. DAYLIGHT A OPENING 48 1/2" NON- IMPACT WINDOWS 1.) CONFIGURATIONS: XX, XXX, XXXX, XXXXX, XXXXXX 2.) MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REOU1RED AT ALL INSTALLATIONS 3.) SEE SHEET 3 OF 6 FOR SECTION DETAILS 8 COMPARATIVE ANA] PSIS NOTES: 1. NUMBERS IN () PARENTHESES ARE QUANTITY OF ANCHORS PER SIDE. 2. NEGATIVE DESIGN LOADS BASED ON COMPARATNE ANALYSIS & GLASS TABLE ASTM E1.300. 3. POSITIVE DESIGN LOADS BASED ON COMPARATIVE ANALYSIS & WATER TEST PRESSURE. 4. NUMBERS ARE FOR /10 SCREWS OR 3/16" TAPCONS. ( /T2 SCREWS MAY BE SUBSTITUTED) 5. ANCHORS .. MAX. FROM CORNERS AT HEAD. 6. ANCHORS 4 3 /4' MAX. FROM CORNERS AT JAMBS. 7. ANCHOR SPACING - MAX. 22 1/2" AT HEAD. 8. ANCHOR SPACING - MAX. 16 1/2" AT JAMBS. MAX. DAYLIGHT OPENING 10 1/4" r 'A' DIM. (SEE TABLE) GLASS SILICONE 1/2" 3 Z GLASS BITE 0 GLAZING BEAD GLAZING DETAIL Date: 10/31/01 Ra.:alonr. PER LTR 10/30 PRODUCT RIMED � .fA tl non& E a"�.� °�7OZ b Mir Pto Af etiOVSDA6 OOMPLY*40 AN711 Ed1TH ;locum Boumoc QIAtE flE r4 X / 200) iR0D11Cr CD14TIgL Om Stoi4 RIRDING COGS C OMPLIANCE O'fl Robert L. Clark Y.l PE 539712 gtr 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL J4274 Rend 9y: F.K. Read By: F.K. Drawn or Date: F.K. 6/20/01 Description: S.Nea/M,,der ATW -400 041e: Reiaicna: 9/17/01 REDRAWN 53 1/8" WIDE X 76" HIGH raw NARROW VENT ALUM. AWNING WINDOWS Sheet: Oro4;n0 No. 1 o1 6 445 GLASS THICKNESS ITEM DIM A' GLASS TYPE 32 3/32" SSB ANNEAL 33 1/8" DSB ANNEALED .35 3/16" ANNEALED. COMPARATIVE WIDTHS 37" MAX. WIUTH A � 2 3 4 1 6 HEIGHTS 26.000 (3) E B 63.00 (6) i 19.125 18 -75.0 56.0 -75.0 58.0 -75.0 56.0 -75. i 56. -75.0 68.0 I I (2) I -75.0 58.0 -76.0 66.0 -76. 1 56. -75.0 66.0 MAX. 'CHI (3) -75.0 66.0 -75.0 58.0 -75.0 66.0 f j -75.0 66.0 i (3) -75.0 56.0 -75.0 56.0 I -75.1 56.1 MAX. i OPENING I COMPARATIVE WIDTHS ANALYSIS FOR: SS8 AT NEALED GLASS TEST REPC 1T: FTL -3046 A3 MINIMUM QUANTITY OF LITES: 2 3 4 1 6 HEIGHTS 26.000 (3) 38.375 (4) 50.625 (5) 63.0(1 (6) 76.000 (7) 19.125 (2) 1 -76.0 66.0 -73.4 58.0 -72 I 66 1 -70.0 66.0 26.500 (2) A---I MAX. DAYLIGHT -75.0 56.0 -73.4 56.0 -72 1 56 1 -70.0 58.0 COMPARATIVE WIDTHS ANALYSIS FOR DSB Al. 4EALED GLASS TEST REPO IT: FTL -3045 A2 MINIMUM QUANTITY OF LITES: 2 3 4 1 6 HEIGHTS 26.000 (3) 38.376 (4) 50.626 (5) 63.00 (6) 76.000 (7) 19.125 (2) -75.0 56.0 -75.0 58.0 -75.0 56.0 -75. i 56. -75.0 68.0 26.600 (2) -75.0 56.0 -75.0 58.0 -76.0 66.0 -76. 1 56. -75.0 66.0 32.000 (3) -75.0 66.0 -75.0 58.0 -75.0 66.0 -76. 56.1 -75.0 66.0 37.000 (3) -75.0 56.0 -75.0 56.0 -75.0 56.0 -75.1 56.1 -75.0 58.0 COMPARATIVE WIDTHS ANALYSIS FOR: SS8 AT NEALED GLASS TEST REPC 1T: FTL -3046 A3 MINIMUM QUANTITY OF LITES: 2 3 4 1 6 HEIGHTS 26.000 (3) 38.375 (4) 50.625 (5) 63.0(1 (6) 76.000 (7) 19.125 (2) -76.0 66.0 -76.0 66.0 -73.4 58.0 -72 I 66 1 -70.0 66.0 26.500 (2) -75.0 56.0 -75.0 56.0 -73.4 56.0 -72 1 56 1 -70.0 58.0 32.000 (3) -70.6 66.0 - 67.1 58.0 - 65.8 56.0 -64 I 66. I -83.3 68.0 37.000 (3) -64.6 58.0 41.5 68.0 -60.4 56.0 .69. i 68.1 48.1 58.0 WIDTHS 2 3 4 1 5 1 6 HEIGHTS 26.000 (3) 35.376 (4) 50.825 (5) 83.000 (6) 76.000 19.125 (2) 41.4 -86.0 -63.9 - 82.4 40.0 56.0 56.0 56.0 66.0 66.0 26.500 (2) - 91.4 -88.0 43.9 42.4 .00.0 56.0 55.0 56.0 56.0 56.0 32.000 (3) - 91.4 -86.0 43.9 -82.4 40.0 56.0 56.0 66.0 56.0 58.0 37.000 (3) -84.4 .82.4 - 81.6 - 80.9 40.0 56.0 58.0 56.0 56.0 56.0 76" HE NON - IMPACT WINDOWS 1.) CONFIGURATIONS: XX, XXX, XXXX, XXXXX, XXXXXX 2.) MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.) SEE SHEET 3 OF 6 FOR SECTION DETAILS DAYLICHT 10 1/4" r . ii' DIM. (SEE TABLE) I \ CLASS Roben L C10rk, Es_ PE 039712 COMPARATIVE ANALYSIS FOR: 3/16" ANNEALED OLA 8 TEST REPORT: FTL-3046 .1 MINIMUM QUANTITY OF LITES: COMPARATIVE AN YSIS NRTFS: 1. NUMBERS IN () PARENTHESES ARE QUANTITY OF ANCHORS PER SIDE 2. NEGATIVE DESIGN LOADS BASED ON COMPARATIVE ANALYSIS & GLASS TABLE ASTM E1300. 3. POSITIVE DESIGN LOADS BASED ON COMPARATIVE ANALYSIS & WATER TEST PRESSURE. 4. NUMBERS ARE FOR /10 SCREWS OR 3/16" TAPCONS. (112 SCREWS MAY BE SUBSTITUTED) 5. ANCHORS 4" MAX. FROM CORNERS AT HEAD. 6. ANCHORS 4 3/4" MAX. FROM CORNERS AT JAMBS. 7. ANCHOR SPACING - MAX. 22 1/2" AT HEAD. 8. ANCHOR SPACING - MAX. 16 1/2" AT JAMBS. GLAZING BEAD GLAZING DETAIL T ■ INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1/2" GLASS BITE Revd By: F. K. R.v,d Br: F. K. Oran By. F.K. De,cRptian' Sen »/Yodel: ATW 400 Bola: 10/31/01 Dol.: 9/17/01 6/20/01 Seale: NTS Revision,: PER LTR 10/30 Revision,: REDRAWN 37" WIDE X 76" HIGH NARROW VENT ALUM. AWNING WINDOWS Shoot 2 a 6 P RODUCT RLVISED rep171R Idyll Os Florid. S WAN* Cede Act:stomas N 0 07 2:.o.S R. +ds'Dw� Di Ihmilact Canned Mike APPROVEDA9 CdJI .YIN01MTN TNT ovum 0 a \s4+5 1 ..L-14A 4cle. . UCT CONTROLOMSIOIN BUILDING CODE COMPLIANCE OFFICE AOCEPTANCENo. 0I - 07 /Z.02- Drawing No. 445 Rev: 8 2 x WOOD BUCK 1 x WOOD n BUCK • - TYP. HEAD 1 1 1/4' MIN. PENETRATION INTO CONCRETE 3/16" TAPCON SEE NOTE 2 MAX. 1/4" MAX. 1 1/2' MIN. 110 PANHEAD OR 112 PANHEAD TYP. HEAD NON- IMPACT WINDOWS 1.) CONFIGURATIONS: XX, XXX, XXXX, XXXXX, XXXXXX 2.) USE MIAMI —DADE COUNTY APPROVED TAPCONS 3.) REFERENCE TEST REPORTS: FTL -3045 dr FTL -3046 3/16" TAPCON SEE NOTE 2 1/4" MAX. r- TYP. JAMB TYP. SILL -- Robcn L Clark. P.E. PE 1139712 Structural 1 x WOOD BUCK 1 1/4" MIN. PENETRATION INTO CONCRETE 1/4" MAX. ITT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 805 1529 NOKOMIS. FL 34274 110 PANHE D OR 112 PANNE D Senes/Mod.I ATW— 400 NOTE: ANCHORS NOT REQUIRED IN SILL PRODUCT MOM es ad Wes dilt the Florida MOW' pl. o2 o702DS Expired.. Deteravaa,a.006 BY Mei Ode Made Coded °Maio. Date: Rev;.ion.: 10/37/01 PER LTR 10/30 Dot.: 9/17/01 Raved Rr F.K. Raved 9y: F.K. Drown 9y: F.K. 6/20/01 R.vi.lon.: REDRAWN 0r. clip dam ANCHORAGE DETAILS rtt.: NARROW VENT ALUM. AWNING WINDOWS NTS TYP. JAMB Sneer: 6 . 6 AFPROY!DAS cow :quo will PO )0UTH F►OFFOe MOM OODE 1 71t O ccrr. 24,7p5 ?power c.ORTROI DI d61011 BW.OINC COX COYWw OE0H101 Accmor F eo_0I -071 Z* Ora.iaQ No. 445 B — 2.550 1—*— 2.000 —1 2.812 FRAME HEAD MAT'L: 6063 —T6 DWG 1402 7.131 .065 � 0 25 SASH BOTT. RAIL MAT'L: 6063 —T6 DWG 1406 NON — IMPACT WINDOWS 1.) CONFIGURATIONS: XX. XXX, XXXX, XXXXX, XXXXXX 2.) REFERENCE TEST REPORTS: FTL - 3045 Jr FTL - 3046 �-- 2.050 r— 2.000 FRAME SILL MAT'L: 6063 —T6 DWG 1403 1.131 — - .062 1.400 26 BOTT. SASH BOTT. RAIL MAT'L: 6063 —T6 DWG 1408 .054 r 2.094 3 O FRAME JAMB MAT'L: 6063—T6. DWG 1404 g 7 / (16 t t fok Robert L Clark. P.E. PE 839712 Structural .062 INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS. R 54275 P.O. SOX 1529 NOKOMIS, a 34274 Rer F.K. Rersd 8y: F.K. 0ro.n 8y: F.K. MAT'L: 3105 H14 DWG 11014 Series /Model: ATW -400 Dale: 6/20/01 Scala: NTS 960 1.150 .062 --►4_j (24 SASH TOP RAIL MAT'L: 6063—T6 DWG 1405 27 SASH SIDE RAIL 29 SCREEN FRAME MAT'L: 6063 —T6 DWG 1429 Revisions: PER LTR 10/30 Revisions: REDRAWN Dole: 10/31/01 Dole: 9/17/01 DescripUM EXTRUSION PROFILES Taa: NARROW VENT ALUM. AWNING WINDOWS Sha 5 of 6 PRODUCT REVVED as aeapyls sdt►m florid& Bala/ Ode Espintlia Date bra • to, loo6 Mewl Dada naiad Costal Dbldoe I PIK DA803K01tq V.M4 Inn" VlimPunet+occoe EXT 2lE PROs CTT Age( mama CODE canuAiceprFq ACCEPT/VCP N0. O 1 .02_ Oro.inp No. 445 Rem: B AWNING WINDOW VENT & SCREEN ASS'Y. NON— IMPACT WINDOWS 1.) CONFIGURATIONS: XX, XXX, XXXX, XXXXX, XXXXXX 2.) REFERENCE TEST REPORTS: FTL -3045 do FTL -3046 HINGE ASS'Y. TORQUE BAR ASS'Y. HARNESS ASS'Y. NOTE' ITEM /23 IS USED TO INSTALL HARNESS ASSEMBLY TO FRAME JAMB. Robert L. Clark, RE, PE 139712 Structural MK. INDUSTRIES 7070 TECHNOLOGY D9195 N0KOWLS, FI. .34275 P.O. BOX 7529 NoKOMIS, FL .34274 t FRMIE HEAD 2 FRAME SILL J FRAME JAMB 4 (8 x .3/4 QUAD PN 513.5 1177 70834 SPENCER OR = 5 WSIP. - win. 8UL? HEAD/VENT) 1003 66601 TEAM PLASTICS 466 -1 6 WSIP. - VINYL BULL 3.4118) 1004 66606 TEAM PLASTICS 466 -6 7 WSIP. - VINYL BM? OROUE BAR) 1005 66605 TEAM PLASTICS 466 -5 8 (6 x 5/16 PH. PN. 5115 7PP8A FASTEC 9 OPERATOR ASV. 70PR TRUTH ILARDWAF 10 110 -24 x .500 PH. PN SIAS 7PPFF FASTEC 2,4500 7 7 IL SLIDE BAR 420 64124 6063 -T5 42177 12 OPERATOR LINK 415-1 AMLOAtX1KK 5052 H34 X 1.3 SLIDE BAR GUILT 478 42003 POT 14 ,HARNESS ASS RIVE • 422 7VT33M 5052 /5056 H -.2 625E0 15 CAM BUSMNC 4 79 42007 PGT 16 CAM LOCK LEFT Fi G� 1 473 - AMGWL0O( 5052 1134 17 VENT 3NK 415 -2 ARSHO%LXX 5052 1134 18 VENT HANGER RIGHT, LEFT 412 -1 ANHXRL5M7h 6063 -15 19 IOROUE DAR 416 641611 6005 -16 45264 20 TORQUE BAR ARM 4 74- 7 All E0.6 P 6063 -T5 21 TORQUE BAR BUSHM I 417 42002 61ASS FRIED 101 771 22 TORQUE BAR SHOULI ER BOLT X X X 23 10 x 1 4 PH. PN. SUS 1157 7PP88 SPENCER OR = 24 SASH TOP R41L 405 642003 6063 -T6 45152 25 SASH BOTTOM RAIL, IPPER SASH 406 642099 6063 -16 45750 26 SASH BOTTOM RAIL,_ .OWER SASH 408 642098 6063 -16 45749 27 . SASH SIDE RAIL 429 642107 6063 -T6 45757 28 SCREEN PULL TABS 1278 70409 ELASTOME7R1C 7 S TP -482 29 SCREEN FRAME 7014 61011 3105 7474 1077 JO SCREEN CORNER KE 7073 41903 POLYPROPYLENE X 31 SCREEN STRETCH CL a 424 1165 6063 -15 VT -65 33 SSB CLASS x X x 7T OSB CLASS x x x 34 SSB DSB GLAZING BEAD 2772 65200 X X J5 3 16 ANNEALED CLASS X x X .36 :.E 2801 CLEAR COLORED SILICONE 37 3/16 GLAZING BEAD .6 28 > 6 97 .406 .433 3/16 GLAZING BEAD SSB/OSB GLAZING BEAD MAT1: ALUM. MAT'!: ALUM. 37 DWG /2719 34 DWG /2712 Revsd ax: F.K. Read 14, F.K. Oran By: Dote: F.K. 6/20/07 Description: EXPLODED VIEWS et PARTS LIST Mho Eerier /Lioeer. ATW -400 DESCRI'TION DWG /f PGT Dote: 1 0/31/01 Dole. 9/17/01 Scot: NTS BILL OF MATERIAL 402 66391 403 66392 404 66393 2719 Sheet: 4 a 6 65076 Revisions: PER LTR 10/30 Revisions: REDRAWN VENDOR VENDOR I , 6063 -T6 42700 6063 -T6 42039 6063 -16 42040 X X PRODUCT REVISED as amply* wW ale noddy /� Amman N.O -01 O2. 0C 1 duc, P. CaWrol apta�uii+lie oliwttvino wrm ti$ Mum Min: mitm4es owe tt ! DEG')' I B+ ISh47 1 • L.I. PROOtICtCOMM (risen outuuto coot CLw pi.w of anew AOCt✓t7u{140 67 —o712 •02- NARROW VENT ALUM. AWNING WINDOWS Droving No. 445 Rev e SECTION A —A NON - IMPACT WINDOWS 1.) CONFIGURATIONS: XX, XXX, XXXX, XXXXX, XXXXXX 2.) REFERENCE TEST REPORTS: FTL -3045 & F L -3046 Robert L Clark. P.E. PE 939712 Structural MAX. DAYLIGHT OPENING MAX. WIDTH SECTION B —B INDUSTRIES 1070 TECHNOLOGY ERNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Ned BY: F.K. Raced 9y: F.K. Data: 10/31/01 Dote: 9/17/01 6/20/01 Drown 9y F.K. txeaipdon: SECTIONS NARROW VENT ALUM. AWNING WINDOWS Sees/Mode ATW -400 ScaN: NTS Revisions: PER LTR 10/30 Revisions: REDRAWN Sneed 3 a 6 2.146 PRODUCT RI/MUD as arpylgvill Se Florida Ao u�N. - 0 70Z.0.� Expiration a 7� Iti Missal ode hod.n Omni Dlvfdoe APRA:M9 aCOMPLYING WITH THE SOI11H FIORDS BUILDING COO! pl(113 'D FL 2 gY 10 %A 1 .Ll.e...L motuct cam%onlsroN suntwo CODE dettPIIANCE OFFICE AccEPrANc.PN O I - 0712 d� Wowing No. 445 Re, B M I A M IDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE TRACO Security Windows & Doors, Inc. 5100 NW 72 Avenue Miami ,FL 33166 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0905.01 EXPIRES: 07/30/2006 APPROVED: 10/11/2001 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, STATE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series 2100 Aluminum Single Hung Egress Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials 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 fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 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. Francisco J. Quintana, RA. Director Miami -Dade County Building Code Compliance Office 11 s 045000 I 1 pc 20 0011tempiates \notice acceptance cover page.dot Internet mail address: postmaster (a3buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com • TRACO Security Windows and Doors NOTICE OF ACCEPTANCE: 1. SCOPE This renews Notice of acceptance (NOA) No. 97- 0924.10 issued on July 30, 1998, under the name of Security Aluminum Windows & Doors. It renews the approval of an aluminum dual action window as described in section 2 of this NOA, 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 "2100 Single Hung Egress" Aluminum Dual Action Window, and its components shall be constructed in strict compliance with the following document: Drawing No. W01 -58 titled "2100 Single Hung Egress," Sheets 1 thru 4 of 4, dated 8 /28 /01,with a revision date of 09 /19 /01,signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County • Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. These drawings replace drawing # 97 - 140, signed and sealed by Kelvyn A. Whitfield, P.E., 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum dual action window and its components shall be constructed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 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 by the Building Official or the South .Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 ACCEPTANCE No.: APPROVED: EXPIRES: SPECIFIC CONDITIONS 01- 0905.01 October 11, 2001 July 30, 2006 aul Rodriguez, Chief, Product Control Division TRACO Security Windows and Doors 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 holder 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 Dade County, Florida, and followed by the expiration date may be 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 times. The engineer does not need to reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, this last page 3. END OF ACCEPTANTCE 3 ACCEPTANCE No.: 01- 0905.01 APPROVED: October 11, 2001 EXPIRES: July 30, 2006 Raul Rodriguez, Chief, Product Control Division S.H. FRAME WIDTH 30• MAX. SINGLE HUNG EGRESS WINDOW SEI IRS 2100 DESIGN LOAD CAPACITY - FIF D.L OPO. (FIXED) NO. OF ANCHORS HEAD DR SILL NO. OF ANCHORS HINGE JAMB NO. JF ANCHORS LOCK JAHR DSR- ANNEALED GLASS r. t � ! / p GIAS / 1 / r� HEIGHT / c I INT. ( -) I F. 50-5/8 \ N. �C T N. 75.0 j 5 3 COMPARATIVE ANALYSIS CHA IT SINGLE HUNG EGRESS WINDOW SEI IRS 2100 DESIGN LOAD CAPACITY - FIF WINDOW DIMS. NO. OF ANCHORS HEAD DR SILL NO. OF ANCHORS HINGE JAMB NO. JF ANCHORS LOCK JAHR DSR- ANNEALED GLASS WIDTH HEIGHT EXT. ( +) INT. ( -) 26 -1/2' 37' 50-5/8 2 5 3 53.3 75.0 2 5 3 53.3 61.0 37' 38 -3/8' 2 5 3 53.3 75.0 • WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS 37' MAX. WINDOW WIDTH 34 3/8' MAX. 28 3/8' MAX. D.L OPO. (VENT) 30 1/2' MAX. VENT WIDTH TYPICAI Fl FVATION TESTED UNIT 0 'ao n J 0 d J d 0 0 6' MAX. TYP. A HEAD /SU. CORNERS NOTES. ' 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1094 EDITK)N FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. i 3/8' DRAIN NOTCH AT EACH END OF SCREEN RETAINING /8' SHIM AT EACH CORNER OF SCREEN :t gr o 0 - Rio e map 0 Li ri r o el 0 LEG 1.00 / .— drawing no. WO -58 ( sheet 2of 4 3 TIWCAL ANCHOR • SEE OXUS. FOR SPACOW, IBY OR TRY . W000 BUCKS • • IS 1'SMS AT ? O.C. . • TYPICAL. ANCHORS •. SEE ELEV. FOR SPACING SAL ANCHORS SEE ELL. �. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE (STEEL OR ALUM. 1/8' MIN. THICK) STEEL : Fir - 38 LOA MIN. ALUM UM : 8083 -75 MIN. 18Y OR 28Y WOOD BUCK WOOD BU NOT BY TRACO :ECURITY, MUST SUS . LOADS IMPOSED BY GLAZING .5!STEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS; SEE c.v. °OR SPACNG 3/18' TAPCONS INTO WOOD BUCKS OR WOOD STRUC URE 1 MIN. PENETRATION INTO W0( ) THRU IBY W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 MIN. EMBED INTO CONC. OR MASONRY *10 SMS/SELF DRIWNO SCREWS INTO METAL STRUCTURES (1/8' MIN. THICKNESS) OR ALUMINUM MUWONS SEALANT: ALL SEAMS, FRAME AND VENT CORN! RS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WTTI• CLEAR COLORED SEALANT SCHNEE MOREHEAD 5504. ROU. 'ORATED ALUM OIATINO BEAD DS8 -ANN. Di.A S BEDDING COMPOUND SCHNEE MOREHFAD 5555 GLAZING DETAIL, En": OR. HUMAYOUN rAR000 STRUCTURES FAA. PE 16557 SEP 1 9 2001 PRODUCT RENE T or_ogOS,o [INBATYON DATE +a 4 PER 60400 SEE MULLIONS APPROVAL FOR MULLION TYPE AND SIZE /10 0,, SEE SPACING ' FOR SPACING 111 /8 X 1' SMS 5 /JAMB ON 50 -5/9' H0 1l15 3 /JA1113 ON 38-3/r HEIGHTS VENT WIDTH D.L GPO. ' 1 — r re'�- !fir-, � sue' ��• EXTERIOR S.H. FRAME WIDTH WINDOW WID11 ITEM N0. PART NULSBt QUANTITY 1 SE0 -387 1 HEN] 2 3 4 5 8 7 a B 10 1 12 13 14 15 18 17 1a 10 20 21 22 2.3 24 25 28 SEG -375 SEG-366 SEC -184 550 -462 SEC -160 SE0 -118 5E0 -363 SE0 -343 012 -00 -632 047-00 -0013 2572 090- C0-000 007 -10-016 004 - 00-003 048 - 002 046- 16-005 8V -8502 141 -2205 6000 /8100 SEG -181 SEG -240 SEA-3133 2 2 4 AS RED. 4 2 AS RECD. 2 AS REOD. AS 60.00. AS REOD. • AS RECD. AS RE00. 1/ JAMB 2 AS REO. 2 2 1/ ANCI4R SILL . .1418 VENT TOP VENT BOTTOM VENT SIDE . MEETING RML BAR FRAME EOR0SS HINGE ADAPTER FRAME/VENT ASSEMBLY SCREW W00LP&E VENT SIDE. LEVER TYPE CAM LOCOS WISH SINGLE 0PLR1QTN0 BAR ACRYLIC BASED OIAZNO COMPOUND 5WFYJ' LOCK • 6 -3/4- FROM EMS ROLL FORMED SCREEN FRAME FIBERGLASS SCREEN MESH SCREEN MESH 801.1. VINYL BULB WEATNERSCRPPNO FLAP 00416ERSTRIPPNO SPRING AND PULLEY BALANCES CU7SED cal. FOAM PAD ROLL FORMED CIAZINO BEAD EGRESS HINGE (4- LANG) TRUE MUNRN SNAP CANTILEVER (2' 1.0140) I/4- SHIM MAX. • '? DESCRIPTION TYPICAL ANCHORS — SEE ELEV. FCR SPACING MATBRL G 6063- 8 6063. 8 6063- 8 6053- 8 6063- 8 6063 - 8 6063- S 6063. 8 6081- '6 E CAST ZINC ZAW WO . VN1. 8081- TO 6063- T6 6065 T5 Own OIL HUMAYQUN FM1000 STRUCTURES FIA. PE LT 16537 SEP 1 9 2001 MANP. /SUPIJEB/R :68 • • AILMAX TBTON • ALUMAX MON ALUMAX TIFTON RF10N /8X /4 SMs • AMESBURY IRON. AT 10 -1/2' FROM T0P & BOTTOM SCHNEE MOREHEAD 5555 MARBOLLO NTL OPTIONAL YABOR2 WNDOW COMPONENTS 1.C2 AT EACH CORNER ALUMINUM AT 5' FROM TOP & BOTTOM PRODucr RENESVE Ate! a I.0Ob0 „,•" CODZCODEPLIAXES 1 rowing no. 01 -58 Cahoot 3 of 4 ) FRAME HEAD MEETING RAIL 1.187 .068— VENT TOP RAIL r 1.6137 1 ` VENT BOTTOM RAIL 2.327 l� 1.922 Ir .062 .927 L212s SILL 1.203 .688 — 2.068— .3631 `.062 1 .391 Z' BAR FRAME • SNAP CUP EGRESS HINGE ADAPTER SASH SIDE RAIL FRAME JAMB .612 F- .186r , I .062 MUNTIN .DRESS FRAME CORNFR FRAME BOTTOM CORNFR ENT TOP CORNER VENT BOTTOM MRNFR SEP 1 9 2001 Enpn 9R. HtAlAYOUN F1R000 F1A� PE % E3 'RONDA •• e1. ECU 41-AA ■111 PRowercomitoL BLumiNO GOES COMP1,1ANCE drawing no. 01 -58 0 h k sheet 4of MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Gopi Glass Sales & Services Corp. 7450 NW 41 Street Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Fixed 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 Humayoun 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 Division. 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 shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 99- 0629.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02 -0613.01 Expiration Date: September 26, 2007 Approval Date: September.26, 2002 Page 1 FRAME I.C. WINDOW 1/007 -TS t r -�i Aa2 GLAZING STOP 600.7 -TS FRAME O.G. WINDOW 6063 -M A OR DM i i t/ i 1 r ) a Is L. T0P 11_t2. AVG SPACING TYPICAL A OR OR DM TYPtCAI n NATIONS Otm GLASS 7/16' ANNEALED V e ANNEALED CO 3/16' TEMPERED USE IMPACT RESISTANT EHVTTEICT AS RECIVMRED BY BBB C. rALSC NuwTtn5 (SURrACE APPLIED) MA1 DE USED NOTES L T10S PRODUCT IS MGM TO COMPLY 5011 1HE NCH MLODTY 11110517 2210 Oi THE 3001 FLORIDA BUADN0 COOS. 5.90 TOR 1110 LOADS AS PER ASCE 7 01150 CORRESPO50110 LOA00. z W000 500.R1 BY DINERS. MUST BE ANCHOAED PROPERLY TO iSAMVTW LOADS TO INC STMUCWAE. S. AnCN0R7 SHALL 50 AS U3TEO. SPACED AS SHORN On DETAILS. ANLINOR ENBEDUENT TO BAS( UATERUA .SHALL BE BEYOND WALL DRESSING OR STUCCO. ALT. SNARES sss A OR 0� �A OI 6 DILL DIN. PRODUCT RIMED AMAN... T oo ▪ OZ of /3.0 / ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SNOMN ABOVE CAN 8E bERRIFIEO BY INSCR181NC PICTURE %INOOW SNAP( WITHIN SOUARE OR RECTANCLE AS SHOWN 01 DOTTED uNES AND OBTNIONG ALLOWABLE LOADS FR01+ NOSE SHAPES. PRDVIOE0 PERIMETER FASTENERS ME AS DESCRIBED HEREIN MR SIZE AND SPACING. SINGLE LITE PICTURE WINAOlq Eno: . SJNA' i CO pl.. PE 1a007 2002 F sheet 1 of 4 0ro.,n0 no. W97 -1 1 FtLiT . -..,ff--. VFW I I 6 10 SMS OR 2/16'02 -I /1' TAPCON 1 6' PROs ENDS • 12' CSC. TYP. A 10 SMS OR S/16'N2 -1/1' TAPCON 6 6' ram. CRCS 1 12' aC. TYP. 1 BY OR 2 BY *000 BUCK I /4' MX. . SM1M1 CLASS AS PER TABLE 7 /16'- Aw1EALEO 1/4' - AMNCALE 2 /16'- TENPERC0 1 BY OR 2 Br *000 BUCK INSIDE GLAZED WINDOW 1 /4' SHIN MAO. 11 I DADC COUNTY APPROVED MULLJCN k 61ULUON A IC1K110 • 6 10 S.N.S. • 12' O.C. t Ad • A 2/16'112 -1/1' TAPCOM ! 6' r*CM MS • 12' O. TYP. 1 /e' 2141M rut. 6 10 TM! OR 2/16'x2-1/1' TAPC01 6 6' r*ON EMOS 1 12 0.G 11P. 1 BY OR 2 Br *000 RUM • OUTSIDE GLAZED WINDOW Nl /A' MAIL • SHINS CLASS AS PER TABLE 2 /16'- ANKALCD 1 /1' . ANNEALED 3/16'- 2ENPCRED • • 10 EMI OR A. 2/16'.2 -1/1' TAPCON ! 6' FROM ENDS 1 12' D.C. TYP. W000 BUCKS NOT BY GOPI, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANO TRANSFER THEM .To THE BUIIAING STRUCTURE. TYPICAL ANCHORS TO BE AT 6' FROM CORNERS AND 12' SPACING. FOR 1" BY BUCKS 3/16" TAPCONS ONLY, 1 -1/6" MASONRY EMBEDMENT FOR 2' BY BUCKS 10 SMS WITH 3 /A' W000 EMBEDMENT 3/16' TAPCONS WITH 1' W000 EMBEOMENT 10 S.M.S. • 12' 0.0. 040C COUNTY AP•ROYE0 MUUJON k all/WON ANCN0R3 Env: OR. MUNATOVN 1M0 0 0TRVCT+J 1 ALA PE / 16501 PROp1 Mf4'.ID m./6N1A -�e� 0 f-o613.O/ ew.:ii. 2007 c Prukki C. 1 0. a 3 0 > _ 0 1 draw.nq n P. W97 -11 (aneet Loft 4 DESIGN LOAD CAPACITY - PSF (# IO SMS) WINDOW DIMS. A/B 19 -1 /8' 26 -1/2' 37 53-1/8' 19 -1/8' 26 -1/2' 37' 53 -1/8' 19 -1/8' 26 -1/2" 37' 33 -1/8' 19 -1/8" 26 -1/2' 37' 53 -1/8' 19 -1/8' 26 -1/2' 37' 53 -1/8' A/8 26' 38 -3/8' 50 -5/8' 63' 74 -1/4' 3/16" - ANNEALED EXT. C.) 77.9 57.3 57.3 56.4 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 68.8 45.8 36.6 67.0 41.7 28.6 (NT. ( -) 77.9 57.3 57.3 56.4 • 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 58.8 46.8 36.6 67.0 41.7 28.6 1/4' - ANNEALED EXT. ( +) 1 20.0 88.3 88.3 76.7 104.9 86.6 62.0 . 54.8 97.1 77.0 58.8 45.3 92.9 69.5 45.9 40.2 90.4 59.7 37.5 INT. ( - 120.0 88.3 80.3 76.7 104.9 78.8 56.4 54.4 97.1 77.0 56.• •1.2 92.9 69.5 45.9 39.3 90.4 59.7 37.5 3/18" - TEMPERED EXT. C +) 1 10.0 110.0 110.0 110.0 110.0 110.0 97.6 90.7 110.0 110.0 94.7 71.3 1 1 0 . 0 106.3 85.1 67.9 110.0 102.2 80.1 63.2 INT. ( - 3 183.9 132.9 80.3 80.3 109.2 78.8 56.4 54.4 109.2 76.8 56.4 41.2 109.2 78.6 56.4 39.3 109.2 78.8 56.4 39.3 SINGLE LITE PICTURE WINDOW COMPARATIVE ANALYSIS CHART BASED ON 14E11-96 -1061 Or 10 -09 -96 © TEST SIZE - 37 -1/4' x 74 -1/4' TEST LOADS - +60.0. -60.0 PSF DESIGN LOADS - +40.0. -40.0 PSF WATER INFILTRATION TEST - 20 PSr TESTED GLASS m 3/16' - ANNEALED ® TEST SIZE - 51' X 74 -1/4' TEST LOADS - +68.0. -75.0 PSF DESIGN LOADS - •45.0. -45.0 PSr WATER W1'1LTRATXIN TEST - 20 PSr TESTED GLASS - 1/4" - ANNEALED BASED ON rTL -1162 Or 6 -1 -95 ® TEST SIZE - 59 -1/2' x 77 -1/2' TEST L0405 - +91.0, -91.0 PSF DE510N LOADS - +60.7, - 60.7PSF WATER INFILTRATION TEST - 16.5 PSF TI3TED CLASS - 3/16' - TEMPERED DESIGN LOAD CAPACITY - PSF (# 10 SMS) WINDOW DIMS. A/9 24' 36' 46' - 90' 24' 36' 48" 60' 24' 36' 48' 60' 24' 36' 48' 60' 24' 38' 48' 80' 24" 38' 48' 60' 2 36' 48' 60' 24' 36" 46 " 60' 24' 38" 48" 60' A/B 24' 36" 48' 60 72' 84' 96' 108' 120' 3/18' - ANNEALED EXT. < +5 82.1 62.1 62.0 57.2 62.1 41.4 41.4 39.2 62.0 •1.4 31.0 57.2 39.2 52.2 30.0 49.2 46.8 45.3 INT. C - 62. 62.1 62.0 57.2 62.1 41.4 41.4 39.2 62.0 41.4 31.0 37.2 39.2 52.2 30.0 49.2 46.6 45.3 1/4" - ANNEALED EXT. (+) 95.6 94.2 83.7 78.5 94.2 63.8 62.9 49.8 83.7 62.9 47.8 42.1 78.5 49.8 42.1 38.1 75.3 39.8 34.3 72.2 34.5 68.6 31.4 66.1 51.6 INT. ( - 87.0 87.0 63.7 78.5 87.0 58.0 56.0 49.8 83.7 58.0 43.5 42.1 78.5 49.8 42.1 34.8 75.3 39.8 34.3 72.2 34.5 68.6 31.4 66.1 51.5 3/16" - TEMPERED EX7. CO 1 10.0 110.0 110.0 110.0 110.0 100.3 98.8 88.3 '10.0 96.8 73.2 75.2 110.0 88.3 75.2 60.2 110.0 82.4 89.5 60.2 108.1 78.6 64.9 10.5.9 76.0 61.8 104.3 74.1 103.0 72.7 INT. < -) 87.0 87.0 87.0 87.0 87.0 58.0 58.0 58.0 87.0 58.0 43.3 43.5 87.0 58.0 43.5 34.8 87.0 58.0 43.5 34.8 87.0 58.0 43.5 87.0 58.0 43.5 87.0 56.0 87.0 58.0 maaucrksvisza = moo.. R6r ea I tem. 8dfi6 4124,6/2.4/ 007 • I JJ` . Div: Da. 14I41ANUN 14A000 STRVCTRC7 RA of 1 1630 �ro�rn inn 1 r• drovon9 no. W97 --11 shut of 4 0 S DESIGN LOAD CAPACITY - PSF (3/18" TAPCONS) DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) WINDOW DIMS. 3/18" - ANNEALED 1/4" - ANNEALED 3/16' - TEMPERED WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/16' - TEMPERED A/8 A/8 EXT. (•) INT. C -) EXT. CO INT. C -) EXT. C•) INT. 0 -) 8/8 A/8 EXT. 0.) INT. C -) EXT. 0 *) INT. C -) Exr. 0.) INT. C -) 19 -1/8' 26 - 1/2 ' 37" 33 -1/8" 26' 77.9 77.9 120.0 120.0 110.0 183.9 24' 36' 46- 60" 24' 62.1 62.1 95.6 95.6 110.0 140.0 37.3 37,3 88.3 88.3 110.0 138.8 62.1 62.1 94.2 94.2 110.0 139.0 57.3 57.3 88.3 88.3 110.0 129.2 62.0 62.0 83.7 83.7 110.0 1216 56.4 56.4 76.7 76.7 110.0 113.3 57.2 57.2 78.5 78.5 110.0 113.6 19 -1/8" 26 -1/2' 37" 53 -1/8 39 -3/8" 77.7. 77.7 104.9 104.9 110.0 154.9 24' 36' 46" 60' 36' 62.1 62.1 94.2 94.2 110.0 139.0 56.2 56.2 86.6 86.6 110.0 126.8 41.4 41.• 63.8 63.8 . 100.3 93.3 40.3 40.3 62.0 62.0 97.6 90.8 41.4 •1.4 62.9 62.9 98.8 93.3 38.8 38.8 54.8 54.8 90.7 87.6 39.2 39.2 49.8 49.6 88.3 88.3 19 - 1/8 ' 26 -1/2' 37- 53 -1 /8" 30 -5/8' 72.0 72.0 97.1 97.1 110.0 141.4 24" 38" 48' 60' 45" 62.0 62.0 83.7 83.7 110.0 123.6 56.2 56.2 77.0 77.0 110.0 113.7 41.• •1.4 62.9 62.9 98.6 93.3 40.3 40.3 56.8 38.8 94.7 90.8 31.0 31.0 47.8 47.8 73.2 70.0 29.4 29.4 45.3 43.3 71.3 66.4 - - 42.1 42.1 75.2 70.0 19 -1/8" 26 -1/2' 37" 53 -1 /8' 63' 68.6 68.8 92.9 92.9 110.0 137.1 24' 36" 48" • 60' 60" - 57.2 37.2 78.5 78.5 110.0 115.8 46.8 48.8 69.5 69.3 106.3 106.3 39.2 39.2 49.8 49.8 88.3 88.3 36.6 36.6 43.9 45.9 83.1 03.1 - - 42.1 42.1 73.2 70.0 - - 40.2 40.2 67.9 63.2 -. - 38.1 38.1 60.2 56.0 _ 19 -1/8' 26 -1/2' 37" . 53 -1/8' 74 -1/4' 67.0 67.0 90.4 90.4 110.0 133.5 24' 36' 45' 60' 72' 52.2 52.2 73.3 73.3 110.0 111.2 41 •1.7 59.7 39.7 102.2 102.2 30.0 30.0 39.8 39.8 82.4 62.4 28.6 26.6 37.5 37.5 80.1 50.1 - - 34,3 34.3 69.5 69.3 - - - - 65.2 63.2 - - - - 60.2 56.0 • • • . 24' 36" 48' 60" 49.2 49.2 72.2 72.2 108.1 108.1 . 84 " - - 34.5 34.5 78.6 78.6 - - - - 64.9 64.9 - - - - - - 24" . 38' 46• 60' 46.6 48.6 68.6 68.6 105.9 105.9 98' - - 31.4 31.4 76.0 78.0 - - - - 61.8 61,6 - - - - - - 24' 38' 4e 60' 45.3 45.3 66.1 66.1 104.3 104.3 106' - - - - 74.1 74.1 - - - - - - - - - - - - 24' 36' 48" 60' - - 51.6 51.6 103.0 103.0 120' - - - - 72.7 72.7 - - - - - - - - - - - - • ^owCT M1199s A 6..d46,72.741.11111 Nor* Aenp.e N. t06/3"p/ Daft .cam %4Y /qr • 7 t OA, N•NATOVN 01000 9711VCNRC7 A.A. K j 16777 3 1 S8 C1lI.. ©l a7 row .g no. W97 -1 1 sneet 4 of 4 A MI 0 SHORES VILLAGE BUILDING INSPECTION DEPARTMENT A PUUCATODN F Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address / �$.e______ _ No Street Registered Architect and /or Engineer - Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to 11e done -nd purpose of buildi (by floors) and for no other purpose. New Building Remodeling _____- .- __.__..___- Addition Repairs No. of Stories To be constructed of Kind of foundation o Roof �°vering Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building � P Size of Building Lot 75 ../2- Maximum live load to be borne by each floor permit, as are licensed by Miami Shores Village. Remarks �■, Date BU0LLION PERMIT (Signed) Date I hereby submit all the plans and spec' cations for sal bui fg. All notices with reference e tot a buildi g d its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subc4rargrs, on work to p: fo d under this _ /1Jb Z 7 %i Notary Public, State of Florida "5 STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No �� Date t 2' --6. Read, Sworn to and Subscribed before me. Disapproved (Signed) , Buildin Inspector ' My Commission Expires PLA G BOARD DATE Chairman Member Member Member Member Member Council Approved Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship.