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30 NE 97 St (4)Datel'il'4 Job Address,_° 770 97 Owner / Lessee / Tenant c ∎t,),1) - SX: L: Owner's Address 5 � /7 E g7w -� Legal ** * PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Description 4 /Jl Contracting , y ,C_u � A i /1 � Address ((J(, J Qualifier kid. t \ QQ J ss# _ , ! (� Fhone State #Cf6edDi # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN t ll WORK DESCRIPTION /l..e (aLQ._d /1 L14)i/16 11 wP. (('� �� ti La 11-(1-L ,P Square Ft. / WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done compliance with all applicable laws regulating construction and zoning. Furthermore, I autho• ze he above -named ontractor to do the work stated. 7 iZil�ti`T '/ Signatur Dat 1 of owner and /or Condo Notary as to Owner /�? My Commission Expt`pp "`''• FEES: PERMIT APPROVED: g ***• "'AV% OFFICIAL SEAL CAROL. DAvv dorisiccaredettpires Oct. 22, 1994 ;ifre Comm. No. CC 176437 esident Signature of Contractor or Owner- Builder Date: Fire RADON C.C.F. Tax Folio Notary as tc/ My Commission Mechanical Plumbing NOTARY �l 3aWW .0! 7 Master Permit #.1:h5 Phone -��'�S 2 �l )' sPet C -/v Estimated Cost(value) ' ' O . or ociFTNATSWilder CAROL. DAVY My Commission Expires Oct. 22, 1994 Comm. No. CC 176437 * * * ** TOTAL DILY • © d Other Electrical Engineering I S *. to of Florida County of Dade L t? TAX FOLIO NO. //J24 /.j gtie 7 NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that improvement 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. Description of property:(legaldescrlptlon of the property, and street address If available) h ret ` % A �(�, � iv 711s, / / PERMIT* `;9 Er 97 2. General description of Improvement: � t 1A. irja) �3 . Owner information: �� �� a. Name and Address: - b. Interest in property: c. Name and address of fee simple titleholder 4. Contractor: (name and address) 5. Surety: a. Name and Address `-)4,(m,(A)/ LUT774 ) b. Amount of bon? $ 6. Lender : (Name and address) 1,(,� , / 7. Persons with the State of Florida design by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes:(Name and address) 8. In addition to himself, Owner designates to receive a copy of the Lienor's Notice as provided In Section 7.13.13(1)(b), Florida Statutes. 9. Expiration date of Pv-Ri .6 6:A year from the date of recording unless a d event date s specified) ,u �acaI'IAi �� G.. 6,47 DI Sworn to a -d subscr I t r• 4,fore0piht it CAROL DAVY M Commission Expires Oct. 22, 1 Commission Expires Comm. No. CC 176437 Notary Public 0TA. 7 0 FLOPF)A, COU'J: P 0•: 63 " ✓� : a ! {,is is a r -uo cap, cf ®i ,lic+ ,.,t:,su i_,on daycle Vir. ='3 r ~� aiscrl. a i'��ih L‘ ` �j " 06 cu7t and CoUnPyCovrlai 13 7 _ A� � � //� I.�_ � ®. Mow/ ) q C�na,t S h�rQ�, fL 3313,3 (If other than owner): DLO /Ly. Cdevn4,t.t e u �c- 33)7 notice of commencement (the expiration date Is 1 of 41114,441,:..k_1140..14.s. ure of day of 199V. • • r . Date / — '� nqK Address -30 NS 9 7 S7' • Tax Folio Legal Description A. v7' 174' 9 326 6 -S A∎r / /A'192) Historically Designated: Yes No Owner/Lessee / Tenant a/ Master Permit # ��. -'� I 4 7 13 Owner's Address , FO ME 9 7 S7 ' #46 .S ,e��f' t L Phone PO s) 7$ J ?8 Contracting Co. 40;e7 'L4 AID4p.E7 Address ?p ,Scn /33 7 • 2AOU /! / � ,..?3,51.? , Qualifier / SS# Phon(�� - 4 State # e,ee 63/4) 9'1 F Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 4 e?..5"7 --- WORK DESCRIPTION ,ESL �e E /7 Ci /4/ car 4j / T/ ,i/,�'4 Square Ft. 4 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WTTH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 co �tion and zoning. F ermore, I authorize the above -named contractor to do the . or tated. d/or Condo "dent I . to d S7 ? �,I 200 J �/ ,/ /i ` _ yy Notary as t.. Owner and/ My Co ssion Expires: FEES: PERMIT SO RADON NOTARYSEAL GLADYS J VILLF.R NarARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC714103 MY COMMISSION EXP. MAR. 1 Estimated Cost (value) � 7 7J • G a No (as to Contractor orOym er- Builder My Commission Expires: f+Pg...l L 2 2 r D003 :...Y Maria Calle , ¢= MY COMMISSION # CC829071 EXPIRES ,n IMI April 22, 2003 /f BONDED THRU TROY FAIN INSURANCE, INC C.C.F. / e NOTARY '� BOND TOTAL DUE■-5 Date 9 ///4 Date APPROVED: ;1 Zoning Building 9 �l Electrical Mechanical Plumbing Structural Engineer 121 2' 24 3 rr 24 1 2'10 OWNER: THOMPSON ADDRESS: 30 NE 97 ST. MIAMI SHORES, FL PHONE: (305)756 -5289 LOT: 8 & 9 BLOCK: 6 SUBDIVISION: SECTION 1 AMD SH34 910 PURPOSE: WINDOW REPLACEMENTS REMOVE 11 EXISTING AND INSTALL 11 NEW RETRO -FIT HURRICANE PROTECTION TO BE DONE BY OTHERS CONTRACTOR: G. L. MOREY PHONE: (800)834 -7925 HR6141 -3 19'5'6 41 FRONT DOOR 54' H '5 4'5'4 2'4 HR6141-3 2'4 155 10'11'4 121 15'9 227 SH24 5'8 T SH24 Id MIAMI -DADE PRODUCT CONTROL NOTICE OF Security WIndows & Doors 5100 NW 72 Ave. Miami FL 33166 Your application for Product Approval of Series 2100 Aluminum Single Hung Window under Chapter 8 of the Metropolitan Code governing the use of.Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted.by: Applicant. (This NOA renews NOA No. 95- 0330.05): • has been recommended for acceptance.by the Building .. .Code Compliance office to be-used in Dade County, Florida under the specific conditions set-forth pages 2 et seq. and the. Standard Conditions on page 3. This approval shall not be valid after the expiration.date stated below. The Office of Code Compliance reserves the right to secure this product or.material at.anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in.the approved manner, the Code Compliance Office may revoke, modify, or suspend the.use of such.product or material immediately. The . applicant shall re- evaluate this product or material.should any ammendments to the South Florida Building. Code be enacted affecting.this product or material. The-Building Code Compliance Office reserves the. the right to revoke this.approval, if it.is.deterniined by the Building Code Compliance Office-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.:98- 0901.08 Expires:08 /31/01 THIS IS THE COVERSII(EET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 11 /05/98 -1- -BUILDING CODE COMPLIANCE OFFICE METRO•DADE FLAGLER BUILDING 140 WEST FLAOLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 ACCEPTANCE (305) 375.2901 FAX (305) 375.2908 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372 -6339 o• iguez Product Control Supervisor s anger, Director Building Code Compliance Dept. Metropolitan Dade County Nnmenaoe: btto :llwww.bulldinecodeonline.com Security Windows & Doors . Man . el ' P:E., Produ Product Control Division ACCEPTANCE No. : " 98- 0961.08'= APPROVED NOV 0 5 1998 EXPIRES August 31; 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No.. 95- 0330.05, which was issued on Auguist 31, 1 -995, It" approves an aluminum single hung window; as.described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for -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 Aluminum Siingler and.its components shall be constructed-in strict' compliance with the following documents: Drawing. No. W98 -63, titled "Series' 2100 Aluminum Single Hung Window," prepared by Al- Farooq Corporation, dated August 14, 1998, sheets 1 through 3 of 3, 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 Series 2100 Aluminum Single Hung 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 panel 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 docu.ments required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. ontrol Examiner 'f? Security Windows Sc 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 docuinents, 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 Approval ", 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 docutnentation initially submitted, is no Io:nger 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 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 last page 3. END OF THIS ACCEPTANCE 3 ACCEPTANCE No.: 98- 0901.08 APPROVED NOV 0 5 1998 EXPIRES : August 31. 2001 Mann l Perez, P.E., Prod Product Control Division ontrol Examiner woo CA?ACAZ;T• P37 -.. X22.0 =maw SD4C2t mamma fpncj ( me 2) RDKD07 DaLS. DSe -ANN. MASS WIDTH 1 f -1/6 26-1/2 3r 53-1/8 HOOKY 26 (3) 38 -3/6' ( 50 -5/6 (5) or (5) 1f -1/8 26-1/2 74-1/4 37 _ m Ex/. 50.0 500 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 44.5 500 50.0 50.0 50.0 46.6 17.0 670 670 617 67A 67A 63.9 44.5 670 67.0 50.1 670 670 46.6 500 67.0 663 41.6 41.6 s /10' -ANN. CUSS 50.0 50.0 30A 50.0 50.0 44.5 50.0 500 50.0 41.2 50.0 50.0 u(T. 121.0 121.0 843 63.7 1210 89.2 633 44.5 121.0 953 62.6 41.2 1210 831 3/10 -Tam MASS EJTT. 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 500 50.0 49.9 50.0 50A 50.0 41.4 50.0 121.0 500 76.3 50.0 47.4 47.4 50.0 DKr. 162.4 131.7 943 63.7 123.6 692 w 443 156.2 1127 76.44 493 1253 90.6 50.0 64.4 41.4 149.1 92.4 57.4 HQ D1 PARENTHESIS INMATE W OF ANCHORS PER JAHO. BASED ON 141E - 16355 01760 3 -24-95 0E3104 LEADS - +30.0. -30.0 P5T WATER MFL1RADCN TEST - 7.5 PSF TESTED CUSS - .D5EHAH61PA1m /16 -ANWAI FQ Al16 AUG 19 1398 0 y3 0 Z CODER ANEN0R 0 HEAD & S61 READ. ON 14ND01YS OVER 26 -1/2 WCE 01LY Conn 08. 16AM1'0.M PAp000 SOMOIUIQ r..A. R 4 14557 • S 3. Z 7 53 1/6- NAIL 1160Ow *IOTT 50 3/6 M4X. rorr moot 49 5/8 ►NR. D.L OPC. (FIXED) A a ( ' sEE:GI1d1S / • v 48 1/6- 1 443. 0.L OPC. (VENT) TYPICAI Fl FYATION 2 OVER 2 TIES; • - 1)63 STRUCTURE t5 DELOMm AS OCR INC 50VM RORmA 6ULCYNG CODE 1994 (11(1044 PO4 DAOE OOUNry. ALSO FOR WIND L0AD5 AS PM ASCE 7 -68 4)5HO CORREspON13640 LOADS 2. 1 6 6 Duos 1E . DE .044[)102('11 PKIOPQLY 711 fltA16F111 3. 4110,0.04 514ALL BE AS 1047(11. SPACED AS SHOWN ON OETA8S. 411010( 048EDNE)NT 10 8ASE NATI:3AL 9441. BE B6Y0440 WALL DR(SS1N0 OR STUCCO. 1 UcACT RESISTANT SHUTTERS I REQUIRED 1 N • 3 5 Lau. LiPnoTS 13 0014'4716 8419 PRE 50019 FLOCDA Ea150.L MX tar 4T4E 4 i RYSO4 69504)0 COOS =KPL:ANa arr1OE AcWTn.Ra m.a&O9 2 z 7 00 0 O s c4 41 0 in w n < 0 0 N.aw y 10aNv O 0 o Z i W ▪ Z W 0 <n a �nn O o - lV Q Z W , • ^ W og _ , H fn rl (stied 1 of 3 ) 'MICK A1+04DR5 s neoli moots 0 21 -1/2 0.c. UAX. sPACSIC E n I � A w000 BUCKS NOT BY SECURITY WINDOWS. uusT SUSTAIN LOADS IMPOSED BY , GLAZING SYSIE►1 AND TRANSFER THEIR TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: INTO MY W000 BUCKS OR W000 STRUCTURE 12 X 1 -3/4 SUS INTO 1BY WOOD BUCKS OR O MASONRY 3/16" TAPCONS WITH 1 -1/4' MN. EMBED INTO MASONRY GLAZING METHOD: EXTERIOR WET GIAZED WITH ALUM.. COLORED ADHESIVE BEDDING COMPOUND AND, ROLL FORMED ALUM. GLAZING BEAD GLAZING BITE =. 3/B" TYPICAL 11A7551419 LIST 13150 N0. 3 • 4 7 6 10 - 11 12 . 13 14 13 16 17 15 15 20 25 22 23 TAX! Nunn= 050 -00 -367 050- 00-375 050- 00-163 030-- 00 -16• 050-00-162 051 -00 -160 050 -00 -11 050- 00 -2.0 012 - 00 AS RE00. fRMOE ASSEIELY SCREW 030 - 00-000 047-00-005 030 - 00-000 007 - 10-016 050 -00-000 046- 16-040 047- 10-005 046- 16-030 044-- 16-.030 QO *ITTT 2 AS RE00. • AS RECD. AS RECO. AS REM AS REMO. 1/ YNB As REDO. Dloa DT10N HEAD 31.1. vEM Tor VENT BOTTOM VENT SCE 46150 RAIL 460100/ v0R ASS06LT 50039 19001PSE 5E347 SEC 00770m RAIL ADAPTER A ATU0 EASED QA2110 C0NP019O SSW LOCK ROIL FCRIED SCR@I F71A0E n0E5CLA.S5 SCREEN MESH SCREDI IE321 ROLL v11f11 M TYPE 50004E von. RAP VENT DO7TON 6LOOC MO TACKLE BALANCE CLOSED CELL 004M PAD 0011 0000E0 0A210G 000 fLL7sE0AL 406.3 -n 6063 -n 4063 -n 4063 -n 6063 -76 6063 -n 6063 -n 6063 -Ts 6063 - 1s ruT./svnm/eaum / 3/4' Sus / 6 x 1'5+15 o r TROY DOS 4 MC. RAC I 527e1/4 - A7 EACH (540400 IYPIGI ANCHORS SEE CHART FOR SPAOIG 1 FPFI`YJ A3 COMT011 W:TH THE SCUM 05101 I ao2$ OWE Etib 6. FLOM SWUM cmE CO'TL=E OFRCE 3Ca MWCL $- Qglis-"' 3 1n W F_J (sheet 2a O a 1 bowing no. *98 —.63 FRAME HEAD • 1.187 uo,1 • L62� VEM TOP RAIL 16.17 VFNT narrow RAM DO7 ,s , _r 151 ' � 17.300 BOTT_ RAFL ADAPTER es d eme ass FRAME TOP CORNER FRAME BOTTOM CORNER O VENT TOP CORNER VFW BOTTOM CORNER NPROV." AS COIDt UlC W TR THE SOUTH ROZD1 Dual= CODE atrf oVElnbtt osi n OYS 's IkalDE14 COOL CDYPI.t l onia .carlU. -T I7.4F}.-0.g -U.f �U QUO • • s Z u 00 a n [ 2 o to 0 O • i C4' O r • V W 1 O z 1: O se 32 a In 3 - 0 i N • p 0 2 Z Vf Z W 40 a J C L J CCi 171 N .n v v Nn aro.ing no. 498 -63 Sil a FRAME. JAYS /shoe 301 3 ) FROM : WINDOWS BROWARD MIAM -OADE App roved: 04 /29/1999 PHONE NO. : 954 735 5402 Nov. 05 1999 01:43PM P1 1 of 3 MIAMI -DADt~ COUNTY. FLORIDA METRO.DADE FLAGLER BUILDING BUIL CODE COMPLIANCE OFFICE METRO. AOE FLAGLER.BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 175.2008 PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Windows & Doors CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2558 5 100 NW 72 Ave, NTiami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.2902 FAX (305) 372.6379 Series 2100 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 -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime 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 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.:98 0429.06 Expires:04 /29/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERS_ HEFT, 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 Cornmittee to be used in Dade County, Florida under the conditions set forth above. rartcisco • uintana, R. Director Miami -Dade County Building Code Compliance Office , FROM : SECURITY WINDOWS BROWARD PHONE NO. : 954 735 5402 NOTICE OF ACCEPTANCE: • SPECIF CON_I IONS 2 of 3 Manu Perez, P.E. Product C Produ Control Division Nov. 05 1999 01:44PM P2 Security Windows & Door ACCEPTANCE No.: 98- 0429.06 APPROVED : APR 2 9 1999 EXPIRES APR 2 9 200Z 1. SCOPE 1.1 This 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 deterrnined 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 Aluminum ,Horizontal Sliding Window and its components shall be constructed in strict compliance with the following documents: Drawing No 97 - 195, tided "2100 H,R.W.(XOX/XO /OX) -- FTL1859/FTL1944" Sheets 1 through 6' of 6, dated 1/6/98, Sheet 6 of 6 with revision 1 dated 4/99, signed and sealed by K. A. Whitfield, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance ntunber and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see corresponding comparative analysis table for XOX or XO /OX configuration 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 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. 6.1.3 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. Examiner ecuri Windows &Doors ACCEPTANCE No.: ..a?9.06 _ . APR 2 9 1999 APPROVED EXPIRES ; APR 2 9 2002 NQTIC OF ACCEPTANCE; STANDARD CONDITION 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed the 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 t Control Approv d "ror specifically with the and the following statement: "Miami-Dade County Product 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 the evaluation of this product and the product is not in compliance b) The product is no longer the same product with all the requirements of this acceptance, prance, including c) If the Acceptance holder has not romp) 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. An y revision or change in the materials, use, and/or manufacture r the pro t d ten t apppoocl has been ll automatically be cause for termination of this Acceptance, unless p requested (through the filing of a revision application with appropriate fee) and granted by this office. S. 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. G. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, n de f of ollowed by the expiration date may be displayed in advertising literature y p Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other shocuments,lablewhere it applies, shal al be provided to the user by the manufacturer or its distributors 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 1 st . age 3. � Manue 'er , P.E, Product Co • xanilner Product antral Division END OF THIS ACCEPTANCE 3 of 3 rc 0 O 7 U 10111 WOE 5;RE:12s3/4 Die. of MK sr: 100 N0497 -195 EEf tOF O Z w O 0 1/2 1/2' 13' 3/4' l,/2' 23 5/16 ---// VENT D LO_ p G■ v 53 1/9" flAX iRNE VmTH 1 ITX / L � IG l Ifr 0 N 0 6 1/4' 16 1/4 6 18 1/4' 6 1/4 Ce I1 INSTALLATION FASTENERS 33 1/2'01.0. VENT x 1 - 16 3/4'- 10 3/4" TYPICAL ELEVATQON Q ) 1/8' ANNEALED(DSE1) rn11 944 2100 HORIZONTAL ROLLING • WINDOW (Ox I xo) 409 3/4" la/.X. FRAME 1 111 33 1/4 D.L FIX LIGHT 16' 0 5 1/4' 5' TYPICAL ELE VAT 3/16' ANNEALED FTL 1859 2100 HORIZONTAL ROLLING WINDOW (OX / )C0 / XOX) INSTALLATION FASTENERS 11 16 1/2' 7 1/2' N (A) '.�S'� r-- '�'1..,�, _«"3 - • +..i.� ?F�� ^s' -i MATERIALS UST ITEM NO DESCRIPTION ALLOY/TEMP PART NUMBER COMMENTS / 1AANUFACTURE 1 HEAD 6063 -T6 050 -00 -366 TIFTON 2 SILL 6063 -T5 050- 00-220 TIFTON 3 JA1.48 6063 -T6 050-00 -367 ALUMAX 4 END RAIL 6063 -T6 050- 00-102 TIFTON 5 MTG. STILE 6063 -T6 050 - 00-119 ALUMAX 6 VENT T/B RAIL 6063 -16 0551 -00 --160 TIFTON 7 VENT PULL 6063 -T6 051 -00 -165 TIFTON 8 FRAME ASSEMBLY SCREW i8 X 3/4" PHP1i SMS 9 INSTALLATION SCREW SEE PG. 2 10 GLAZING -BEAD - 004 -00 -008 .0085 ROLL FORLfTIFTON 11 . SCREEN FRAME 050- 00-012 TIFTON 12 SCREEN MESH - 13 ROL.LERS SECURITY 14 SWEEP LOCK SECURTIY 15 BULB VINYL 046 -00 -050 WIBORG 16 FLAT VINYL 046 - 00-017 WIBORG 17 FLAT VINYL 046- 00-030 WIBORG 18 RAT VINYL 046 - 00-038 WIBORG • 19 .SILL ADAPTER 6063 -T6 051 -00 -353 8.0 psf. WATER TEST 2 3/8 I{T./71FTON 21 PILE W /F1N SEAL 047 -00 -001 AMESBURY 22 MTG. STILE SCREW 8 X 1 SIMS 24 GUESS SEE ELEVATION 3/ 0 X 3/8 WEEP HOLE FROM ENDS 13 3/4' C. 21250 21240 /4 SHIM 12P»(11Ax) 0 ti SECTION OF H.R_W. WINDOW r x 4 tICOO OUOC r X P.T. WOCO 13.10C OR 1 X P.T. !'0(70 BUCK SEE SOLO DETK Tom(( ANCHOR SPECE1CATK1 3/16 ODl 7MGON WITH t 1/4 EMBEWOrT ■(10 CCIICRETE MP-) T - 6r -4- •ism — AFKiwm IS plitPLr11t6 WM{ N SOUI1 � Rovo* Bb1Dj1 DE CO Ate ' iL, c_ 1gg T714BI1CLl81C1R>i of .9 U 81111QI CAD£ C0ttp3J ct o1l c A UJl N+7 flI{n -: wri1-6--513 SCA E:t2.4V LNG er.1e OWE 132: J0.9 $O.:7 -195 a 0 /-z x SOCK] EU= A / / 1 uuc 9me zav 41G 514EEt"r idErgL SL7X'S' 7114[ 1 1/2' E36EDIBf INTO imoCD (TV?) 'TAW WIDTH OIAL) CLIFJ4R IIPEICDIG SECTION OF H_R.W. WINDOW 2 X 71000 BUCK t/4 IUx. S1411 •10 SHEET WW1 SCREir ISTH 1 1/2 INSEMILEKf wo 11000 (1Y P_) 3/W 1 X W000 EuaK 3/15- 011 LAMM MIH 1 1/4 DIBEDNIENF poo c tET1YP.) • 13970 nu m( WIDTH OIAX3 CLEAR opUIDIG 1.63 SECTION OF N.R.W. WINDOW 1.18B -- 1.3870 SCHNEE MOREHEAD 5555 ADHESME BEDDING COMPOUND 1 X 5000 91C]K 3/16 1 A. TAPLD►t ttm 1 1/4- - D EISA04 E lfin canc>tETE(M) 113•50 GLAZING DETAIL / FULL SCALE 312 GLAZING .0084 ROLLED GLAZING BEAD £0'IYA AS COVITING RUH tl'< SOalry, FLORIDA WILMSMIS fin L >=r N ccr- -e r NI' o z —c�: CC 0 D a V U • V 0 0 c a S -1 3 (X0 OR OX) WINDOWS WITH GLASS DESIGN LOAD CAPACITY 3/16" ANNEALED AS SHOWN BELOW -PSF GLASS . WINDOW WIDTH (INCHES) WINDOW -HEIGHT ' (INCHES) f of ANCHORS EXT (i-) _ INT (-j HEAD/SILL JAMB 26 1/2 26 - 53.3 110 2 53.3 2 37 53.3 - 2 110 4 53.3 2 53 1/8 53.3 2 110 6 97 2 60 53.3 9 110 6 109 2 74 . .53.3 9 96.8 . 6 2 37 38 -3/8 , 53.3 110 4 38 -3/8 3 53 1/8 53.3 8 110 6 85 3 60 53.3 9 95.9 6 m 3 74 . 53.3. 76.3 I 73.0 6 3 37 50 -5 /8 53.3 J 92.4 4 r 4 53 1/8 53.3 74.2 6 4 4 60 53.3 78.0. 6 4 4 74 53.3 60.0 6 4 4 37 63 53.3 71.8 4 , 4 4 53 1/8 50.5 63 I 54.3 6 52.4* 4 60 50.0 85 50.0 6 ) 4 74 44.0 . 44.0 46.4 rn in cn z° w 0 XOK WINDOWS WITH GLASS DESIGN LOAD CAPACITY 3/16" ANNEALED AS SHOWN BELOW -PSF GLASS . WINDOW WIDTH (INCHES) WINDOW HEIGHT (INCHES) if of ANCHORS ' [XT (.0-) INT ( -) HEAD /SILL. JAMB 74 . r 26 53.3 110 8 2 85 53.3 _ 110 9 2 0 97 53.3 105.6 9 - 2 109 53.3 92.3 9 ... 2 . :- 74 38 -3/8 53.3 89.2 8 3 85 53.3 87.8 9 3 m 97 53.3 76.3 9 3 3 D n 109 09 53.3 66.8 9 3 74 50 -5 8 50-5/8 53.3 64.4* . 8 4 85 53.3 64.4* 9 4 97 53.3 60.1 9 4 109 53.1 53.1 9 , 4 ? r 74 63 I 52.4 52.4* 8 4 85 49.8 49.8 9 4 46.4 46.4 9 4 109 _ 44.0 44.0 9 4 5 0 z SECURITY ALUMINUM WINDOWS COMPARATIVE ANALYSIS HORIZONTAL SLIDING WINDOW SERIES 2100 TYPICAL ELEVATO + M (A) BASED ON m FTL -1850 109 5/8 "X63" 3/16" ANN. WTP:+8.O0psf.(2 3/8 "SILL HT.) DP:(± /- )44.Opsf. N NOTES: z • 0 ce LE_ 1_ Exterior design pressures are limited by 8.O0psf. water test_ 2. Interior design pressures are limited to 2.5 X test D.P. 3. Anchor calculations based on No.10 sheet metal screws. 4. *Design pressure limited by gloss size_ BASED ON FTL -1 859 109 5/8 "X63" 3/16" ANN. WTP: +8.O0psf. (2 3 /8"SILL HT.) DP:(+ /- )44.Opsf. NOTES: 1. Exterior design pressures are limited by 6.60psf_ water test. 2: Interior design pressures are limited to 2.5 X test D.P. 3. Anchor calculations based on No.10 sheet metal screws_ APPLIED ENGINEERING CONCEPTS, INC P_O_ BOX 12 -6403 HIALEAH, FL. 33012 305- 820 -0550 OWNED AS COMPITIN6 wmr Ti =MI ROMA mums CCOE at mow, cul!PAI Bilks o4 BILIGirx erne C9UPI.A CE CIT ACLPTA.•x`- ND.SXL -2-c ° (X0 OR OX) WINDOWS WITH GLASS DESIGN LOAD CAPACITY 1/8" ANNEALED AS SHOWN BELOW - PSF GLASS WINDOW WIDTH _ (INCHES) WINDOW HEIGHT (INCHES) # of ANCHORS (HEAD /Slit # of • ANCHORS EXT ( +) INT ( -) JAMB 26 1/2 26 53.3 69.0 2 2 37. 53.3 69.0 4 2 53 1/8 53.3 69.0 6 2 .44.0 N 69.0 _ 6 - 2 37 - 38 -3/8 - 53.3 94.9 53 1/8 53.3 69.0* 6 3 94.9 53 1/8 44.0 69,0* 6 3 37 53.3- 64.1 4 4 53 1/8 50.0 50.0 6 4 50 -5/8 64.1 4 4 3 53 1/8 . - 44.0 z z ° la Ix o ao co O (XO OR OX) WINDOWS WITH GLASS DESIGN LOAD CAPACITY- - 1/8" ANNEALED AS SHOWN BELOW PSF - GLASS - . WINDOW WIDTH (INCHES) . WINDOW HEIGHT (INCHES) # of • ANCHORS EXT (+) INT (---) HEAD /SILL . JAMB ,. 26 1/2 I 26 44.0 . . 69.0 2 2 37 44.0 . 69.0 - 4 2 53 1/8 .44.0 69.0 _ 6 - 2 37 38 -3/8 4-4.0. 94.9 53 1/8 44.0 69,0* 6 3 Z z 37 44.0 64.1 4 4 3 53 1/8 . - 44.0 50.0 6 4 50 -5/8 N 0 Z SECURITY ALUMINUM WINDOWS COMPARATIVE ANALYSIS HORIZONTAL SLIDING WINDOW SERIES 2100 TYPI CAL ELEVATI N 0 tn MASED ON . N IL -1944 53 1/8"X50 5/8" 1/8" ANN. tri'TP: +6.60psf.(2 "SILL HT.) DP:( + /- )50.Opsf. • uV 03) D wiO1iES: 1- Exterior d esign pressures ore limited by 6- 60psf. water test. `0 . 2_ Interior design pressures are limited to 2.5 X test D.P. 3_ *D.P. limited by glass size BASED ON FTL -1944 53 1/8"X50 5/8" 1/8" ANN. WTP:+8.O0psf.(2 3/8 "SILL •HT.) DP:( + /- )50.Opsf. NOTES: 1. Exterior . design pressures are limited by 8.00psf. water test. 2. Interior design pressures are limited to 2.5 X test D.P. 3. *D_P_ limited by gloss size APPLIED ENGINEERING CONCEPTS, INC P.O. BOX 12 -6403 HIALEAH, FL 33012 305 -820 -0550 1P 8a+m AS CC6IPLYINt Yl1EH na Louis : - iw e1r1DINC 030E A , i t z 'Aar: n 01v -SON >uao.MS CAL' couritA8CE on t2 tom. cc r:o.4 � o f 1 1511F: I -6-9S Nuke ;ors- ,* ,1106L HY: } 116 NO- 97 -195 i 6 -/ Miami Shores Village, Fla. (DINNER DATE 6 ADDRESS 30 ,V � 9 7 S f INSPECTION TIME READY • 1 *'ERtiITNO 93 CONTRACTOR c E1EPHONt NO RECTOR T eivvro" c 5- 9-3 -DO - 6 f 7.� / 4 , 1 1 / 4 , 1 1- i O, 1.4.)144Let41S DATE ■ 6 144 qe,42 6afee,,,e, 00:41 r . 14b 0744-14 261-vv-Drab 4 `S 13 •, N l�li 11 4 ✓ Q w wNovT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date I/ - / f � Job Address 3 44 ,� 9 7 Tax Folio - s -e-r.0 � Legal Description iZG - `eve 9 <' Owner /Lessee / Tenant Owner's Address _Fe Notary : o Owner an My Commission Expires. FEES: PERMIT 11 Condo ' thr • • NOTARY • • ATI.OF F' ?A COMMISSION NO. CC714103 MY COMMISSION EXP. R1AR. 1 2001 0- RADON o Pt / Historically Designated: Yes No Master Permit # I d'04, P o ne � 30 ) 75 -- Sc J Contracting Co. .€y . j m �� Address 7.?o £,./e.4" /_f3 724 4 - - Qualifier SS# State # ez Q - / 7/I Municipal # Competency # Architect/Engineer Address Bonding Company Mortgagor Address Permit Type (circle one • BU DING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Address WORK DESCRIPTION /0 57 L(-- /UE w 3 Al 'A i(d E.:45 © R/ A. 4' 1d X ®e..15 l / ar►EnviJj j (2o 5 eel Square Ft. / 775 Estimated Cost (value) . 0 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furth , ore, I authorize the above -named contractor to do the wok stated. Signature of :tor or Owner- > Z -A y l Date C.C.F. /' 2' NOTARY � Phone 7.Sy • Crf .z3 Ins. Co. 4. v.o er/.rc -'.e e �y Mary as to Contractor or Ownerurlder Date My Commission Expires: '; Carole S. Cafe :,r_ MY COMMISSION # CC771049 EXPIRES October 10, 2002 BONDED THRU TROY r A!N INIVRANCE, INC BOND APPROVED: TOTAL DUE Zoning Building r t` `L�i ` Electrical Mechanical Plumbing Structural Engineer 11 I1' 2'10 910 121 311 OWNER: THOMPSON ADDRESS: 30 NE 97 ST. MIAMI SHORES, FL PHONE: (305)756 -5289 LOT: 6 & 9 BLOCK 6 SUBDIVISION: SECTION 1 AMD CONTRACTOR: G. L MOREY PHONE: (800)834 -7925 PURPOSE: WINDO REPLACEMENT REMOVE 11 EXI'• TING AND INSTALL 11 N RETRO -F1T HURRICANE PROTEC r TO BE DONE BY OTHERS 14 i i -•� MIN �i 3e H 1 2'4 13113 4'1 " p \p 159 1P 50• 54. j N i 1 L NSA 57 t p Aiu s 0A) 1/ idea4400142 FRONT DOOR 1'571 HR6141 -3 2 -2'4 156 10 227 5n 511 METRO.OADE PRODUCT CONTROL NOTICE OF Southern Aluminum Manufacturing, Inc. 1650 N.W. 23rd Avenue Ft. Lauderdale FL 33311 METROPOLITAN 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 ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: 20 go. Galvanized Steel Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted b� Applicant, along with Southern Aluminum Manufacturing Inc Drawing No. 95 -333, - sheets 1 through 6 of 6, dated 06/09/95, revision #8 dated 02/24/98, signed and sealed on 02/25/98 by V J. Knezevich, P.E. (For listing, see Section 8 of this Notice ofAcceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This `approval shall not be valid after the expiration date sated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.:97- 1023.02 (Revises No.: 97- 0618.02) Expires:08 /14/00 Raul Rod iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDIiNG CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 03/19/98 Internet mail address: postmaster @buildingeodeonline.com ar es Ir anger, Director Building Code Compliance Dept. Metropolitan Dade County Momepage:' http :/ /www.butldingcodeonllne.com Southern Aluminum Manufacturing, Inc. 3.0 LIMITATIONS The maximum design pressure will details, the anchorage details and the approved installations, refer to the ACCEPTANCE No.: 97.10/ 02 APPROVED : MAR 9 1998 EXPIRES 08 i 14 n000 TI E OF ACCEPTANCE: STANDARD CONDITiOIYS 1.0 DESCRIPTION This approves a 20 ga. steel storm panel designed to comply with the South Florida BuiIdin Code, `1994 Edition for Miami -Dade County, for the locations where the pressure requirements a determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values in Section and within the limitations contained in Section 3. 2.0 MATERIAL CHARACTERISTICS The storm panels and its components shall be constructed in strict compliance with the approved Drawing No. 95 -333, titled 20 ga. Steel Storm Panel; southern Aluminum Manufacturing, Inc., prepared by Knezevich & Associates, Inc., sheets 1 through 6 of 6, dated 06/09/95, revision #8 dated 02/24/98 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 drawings shall hereinafter be referred to as the approved drawings. be dependent on the maximum panel height, the mounting minimum separation from glass to be protected. For all the details sectio drawings. an ns d schedules shown on the approved 4.0 INSTALLATION 4.1 This hurricane protection drawings. compliance with the approved system must be instaIIed in strict 4.1.1 Fasteners must have adequate protection against corrosion, per DIN 50018. AIuminum contacting metals not considered compatible shall be properly protected. 4.1.2 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against comosion, contaminated and damage at all time. 5.0 IDENTIFICATION Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6.0 USE 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 prints of the approved drawings 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. Helmy A: Makar, P.E.- Product Control Examiner Product Control Division -2- Southern Aluminum Manufacturino. Inc. NOTICE OF ACCEPTANCE: 7.0 TESTS PERFORMED 7.1 TESTS (Submitted under previous approvals): TEST ACCEPTANCE No.: APPROVED EXPIRES STANDARD CONDITIONS LARGE MISSILE IMPACT TEST (102" Span) SFBC PA 20'1 -94 (w /reinforcing ban & bolts) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE LARGE MISSILE IMPACT TEST (103" Span) SFBC PA 201 -94 (w /reinforcing bolts only) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVEE (102" Span) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (102" Span) LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (136" SPAN) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (68" SPAN) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (101" SPAN) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (136" SPAN) LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (101" SPAN) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE TEST LOAD SATISFACTORY HETI- 94 -312a +94.0 PSF HETI- 94 -312a -95.0 PSF HETI- 94 -312a SATISFACTORY HETI - 95-401 a +93.0 PSF HETI - 95-401 a -94.0 PSF HETI -95 -401 a -108.0 PSF HETI -94 -317 -108.0 PSF HETI -94 -317 SATISFACTORY CTC -95 -02 I -332.8 PSF CTC -95 -021 -182.0 PSF CTC -95 -021 -93.0 PSF CTC -95 -021 SATISFACTORY CTC -95 -031 -93.6 PSF CTC -95 -031 -93.6 PSF CTC -95 -031 DESIGN LOAD +72.3 PSF I HETI- 94 -312a -73.0 PSF HETI -94-3 12a +71.5. PSF HETI - 95-401 a -72.3 PSF HETI - 95-401 a +72.0 PSF HETI -94 -317 -72.0 PSF HETI -94 -317 -222.0 PSF CTC -95 -021 -121.0 PSF CTC -95 -021 -62.0 PSF CTC -95 -021 +72.0 PSF CTC -95 -031 -72.0 PSF CTC -95 -03 I Maximum 1.80" Maximum 2:50" Maximum 0.86" Maximum 2.1375" DESIGN PRESSURE RATING: For Maximum Design Pressure / Maximum Panel Length / Minimum Type, Spacing Schedule & Embedment, see the approved drawinas. Separation from Glass / Anchor's MIME 111:111 Deflection RESULTS: /u/(41< 97- 1097 -10 = MAR 9 1999 0 8 / 1 4 1 7 000 Helmy A. Makar, P.E.- Product Control Examiner Product Control Division - 2a - R Southern Aluminum Manufacturing. Inc. 7.2 TESTS (Submitted new for this revision): LARGE MISSIL2 IMPACT TEST (101" Span) SFBC PA 201 -94 LARGE MISSILE IMPACT TEST (104" Span) SFBC PA 201 -94 LARGE MISSILE IMPACT TEST (144" Span) SFBC PA 201 -94 CYCLIC WIND PRESSURE TEST (101 " Span) SFBC PA 203 -94 POSITIVE SATISFACTORY CTC- 96 -006R SATISFACTORY CTC- 96 -006R SATISFACTORY CTC- 96 -006R +71.50 PSF CTC- 96 -006R Deflection TEST CYCLIC WIND PRESSURE TEST (101 " Span) SFBC PA 203 -94 NEGATIVE CYCLIC WIND PRESSURE TEST (104" Span) SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST (104" Span) SFBC PA 203 -94 NEGATIVE CYCLIC WIND PRESSURE TEST (104" Span) SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE. TEST (104" Span) SFBC PA 203-94 NEGATIVE ACCEPTANCE No.: 97-1023.02 APPROVED : MAR _g EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS RESULTS: TEST LOAD -97.50 PSF CTC- 96 -006R =71.50 PSF CTC- 96 -006R -97.50 PSF CTC- 96 -006R +38.40 PSF CTC- 96 -006R -97.50 PSF CTC- 96 -006R UNIFORM STATIC AIR PRESSURE TEST -112.80 PSF SFBC PA 202 -94 NEGATIVE (101 "Span) CTC- 96 -006R UNIFORM STATIC AIR PRESSURE TEST - 124.80 PSF SFBC PA 202 -94 NEGATIVE (144" Span) CTC-96-006R N� A DESIGN LOAD +55.00 PSF -75.00 PSF +55.00 PSF -75.00 PSF +68.00 PSF -75.00 PSF -75.20 PSF -83.20 PSF d e /"■... 08/14/2000 Maximum 2 -3/8" Maximum 3.00" Maximum 3.25" DESIGN PRESSURE RATING: For Maximum Design Pressure / Maximum Panel Length / Minimum Separation from Glass / Anchor's Type, Spacing Schedule & Embedment, see the approved drawings. 8.0 EVIDENCE SBMITTED 8.1 Evidence submitted under the previous approvals 8.1.1 Tests: 8.1.1.1 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -3I2a, dated September 23, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.1.2 Test report on Uniform Static Air Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -317, dated September 27, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -40Ia, dated January 17, 1995, signed and sealed by Hector M. Medina, P.E. Helmy A. P.E.- Product Control Examiner Product Control Division -2b - Southern Aluminum Manufacturing, Inc. ACCEPTANCE No.: 97-1023.07 APPROVED : WR 1 q 1998 EXPIRES 08/14/2000 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 8.1.1.4 Test report on Large Missile Impact and Uniform Static Air Pressure Test of "20 ga. steel" storm panels, prepared by Construction Testing Corp., Report No. CTC- 95 -021, dated June 6, 1995, signed and sealed by Christopher Tyson, P.E. 8.1.1.5 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by Construction Testing Corporation, Report No. CTC -95 -031, dated August 31, 1995, signed and sealed by Christopher Tyson, P.E. 8.1.2 Drawing: 8.1.2.1 Drawing No. 95 -333, Southern AIuminum Mfg., 20 gage, "Steel" Storm Panels, Sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated June 9, 1995, with Revision No. 4 dated December I9, 1995, signed and sealed by V.J. Knezevich, P.E. 8.1.3 Material Certification: 8.1.3.1 Mill Certified Inspection Report issued by RAUTARUUKKI OY, dated December 31, 1994 with chemical composition and mechanical properties for G90 galvanized steel, ASTM A446 -93. 8.1.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report No. 5FM- 1307 dated June 14, 1995 for CTC -95 -021 steel sample. 8.1.4 Calculations: 8.1.4.1 Anchor analysis dated July 3, 1995, Pages 1 through 24, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.1.4.2 Anchorage Calculations for 12 additional details/conditions, Hurst Awning Co., Inc., dated September 25, 1995, pages 1 through 37, prepared by Knezevich & Associates, Inc., signed by V.J. Knezevich, P.E. 8.2 Evidence submitted new for this revision 8.2.1 Tests: 8.2.1.1 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure of 20 ga. galvanized steel storm panels, prepared by Construction Testing Corporation, Report No. 96 -006R, dated March 07, 1996, signed and sealed by Christopher G. Tyson, P.E. 8 .2.2 Drawing: 8.1.2.1 Drawing No. 95 -333, Southern Aluminum Manufacturing, Inc., 20 ga. Steel Storm Panel, sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated 06/09/95, with Revision No. 8 dated 02/24/98, signed and sealed by V.J. Knezevich, P.E. 8.2.3 Material Certification: 8.2.3.1 Mill Certified Inspection Report issued by Gulf States Steel, Inc., dated 07/24/96 with chemical composition and mechanical properties for G60 galvanized steel, ASTM A653. 8.2.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report No. 6DM- 1044 dated April 24, 1996 for CTC -96 -006 steel sample. 8 .2.4 Calculations: 8 .2.4.1 Anchor analysis dated July 12, 1996, Pages 1 through 40, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.2.4.2 Anchorage Calculations dated August 02, 1997, pages 1 through 31, prepared by Knezevich & Associates, Inc., signed by V1. ezevich; P.E. /,,/� Helmy A.`�Ia ar, p E - Product Control Examiner Product Control Division - 2c - Southern Aluminum Manufacturing, Inc. ACCEPTANCE No.: 97- 1023.02 APPROVED : MAR 1 9 1998 EXPIRES 08/14/2000 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 documents, 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: "Dade County Product Control Approval ", 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 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 Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. - 3 - Helmy A. I3fakar, P.E.- Product Control Examiner Product Control Division END OF THIS ACCEPTANCE • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 4 i 97 Job Address ' O W 797 6 r�/V' # / / 0 +" 013 7 Legal Description icr 8l 4ieG S'£43 xi /4e ;� e. Historically Designated: Yes No x Owner/Lessee / Tenant V/ 1/th. " f /fehter> Master Permit # ' Owner's Address / (/7 "ff 64' i 7' -! 7! Phon( ) 7 Cr'? Contracting Co. OW/1) Address . 11Pi ,,4 Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Address Architect/Engineer Bonding Company ��vv Address Mortgagor f /T LC/l1% Permit Type (circle one): BUILDIN a ELECTRICAL PLUMBING MECHANICAL i 1 FING PAVING FENCE SIGN i� w 'C i E° t'14 ti.rrr- t.rt6`rg ■ WORK DESCRIPTION i' ▪ /4 a -9i.c -mot Square Ft. „0-0 7 Signature of owner and/or Condo President Date FEES: PERMIT RADON C.C.F. NOTARY t �� A ddress /� /` -67;> .4 ! / �� � .►= � t 't rwT' Estimated Cost (value) • . WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. actor or Owner- ilder Notary as to Owner and/or Condo President Date otary as to Contractor or Dat7 My Commission Expires: My Commission Expires: `� ��J BOND TOTAL DUE Date 9 APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering METRODADE Security Aluminum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 Acceptance No.:95. 0928.08 Expires:12 /21/98 D.H. - IMPACT PRODUCT CONTROL NOTICE OF ACCEPTANCE METROPOLITAN DADE COUNTY. FLORIDA METRO.DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO.OADE FLAGLER BOLDING :42 WEST r .AcLER STREET MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-2906 PRODUCT CONTROL SECTION (305) 3752902 FAX (305) 372-6339 Your application for Product Approval of: Series 5755 Ahtnrintt,tt Double flung Window - Impact Resistant under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicatat (For listing, see Section 8 of this Notice of Acceptance) i his app :uval shall not be valid after tlic expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the to revoke this approval, it'll is determined by the Building Code Compliance Office that this product or material falls to meet the requirements of the Soutb► Florida Building Code. The expense of such testing will be incurred by the manufacturer. oarigucz Product Control Supervisor TIIIS IS TIIV. COVERSIIEET, SEE A nDITIONAL PAGES FOR SPECIFIC AND GENERAL L OND1Tl0r:S BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:12 /21/95 -1- Director Building Code Compliance Dept Metropolitan Dade County SSfurity •\j)rui;LLm t5'indons & floors ACCEPTANCE No.: 95 OP. APPROVED EXPIRES • • :a •� •t. DEC 2 ! 1995 DEC 2 1 1998 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum double hung window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series 5755 Aluminum Double Hung Window - Impact Resistant 1.3 f yslaJ 4' 5 -3/8" wide by 6' 2 -1/4" high by 3.344" deep 1.4 S unfrgura(1on XX 1.5 No. & Size of Vents; Two vents measuring: 50 -1/2" wide x 37 -5/16" high, each. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material; Aluminum alloy 6063 -T6. 2.2 Glazing; 2.2.1 Glazing Material' 1/4" Lexan monolithic polycarbonate with XL -1 or MR 5 finish as manufactured by C.E. 2.2.2 Glazing Method; Channel glazed using 1/4" x 3/4" glazing channel; 3/4" lexan bite. 2.2.3 Daylight Opening; 49 1/2" wide by 69" high. 2.3 Vent Construction; • 2.3.1 Stiles: 1.757" face by 1.188" deep and .062" wall thickness aluminum extrusion with a glazing pocket and two ;crew splints. 2.3.2 Rails: Top vent botttom rail and bottom vent top roil consists of a 2.281" face by 1.187" deep and 0.062' wall thickness aluminum hollow extrusion with a glazing pocke'. two screw splines and one pile groove. Bottom vent bottom rail consists of a 2.371" face by 1.187" deep and 0.062" wall thickness aluminum hollow extrusion with a glazing pocket, two screw splitic., iwu gil;avcs and a handle. 2.3.3 Corner Construction: Vertical telescoping into horizontal connected with 2 No. 10 SMS. 2.4 f rapte Consrruction: 2.4.1 Head: 1.00" face by 3.482" deep and .062" wall thickness aluminum channel shaped e.'ir!t7ion. 2.4.2 Jambs: 1.241" exterior face, 1.750" interior face by 3.327" deep and .062" wall thickness extruded aluminum with two screw spline. 2.4.3 Sill: Aluminum extruded 2.324" nominal interior face and 0.766" exterior face by 3.344" deep and .062" wall thickness. 2.4.4 Corner Construction: Vertical telescoping into horizontal connected with two No. 10 SMS. Man el Perez, P.E. Plans E Product Control Division &vurity Aluminum Window & Doors 2.5 Weatherstripping; Quantity Double Single Single Single Single 2.6 hardware; Quantity Two 2.7 Weepholes; None 2.8 Muntins• None 2.9 Reinforcement; None 1\otc: Pleasejee note #1 1. Page 3 NOTICE OF ACCEPTANCE: Description Wool pile fin Wool pile fin Bulb vinyl 4. INSTALLATION: 4.1 Ssrcws and Mclhod ofAllnchmcnl Foam pads 1 1/14" x 1 1/4" x 1/4" Foam Seal ACCEPTANCE No.: 95- 0928.08 APPROVED DEC' 2 1 1995 EXPIRES • : DEC 2 1 1998 SPECIFIC CONDITIONS Description Location Zinc casting sweep locks One per vent. 2.10 Additional Description; 2 5/8" high overall interior sill flange used. SILL. : Three, 3/16" x 2 3/4" tapcons spaced from Icft at 6 ", 20" and 20 ". HE DER: Three, 3/16" x 2 3/4" tapcons spaced from left at 6", 20" and 20 ". JAMBS : Five, 3/16" x 2 3/4" tapcons spaced from top at 6 ", 19 ", 6 ", 12" and 24 ". Location Interior edge between top and bottom rail and the header and sill. Both sides of stiles between the stile and jamb. Bottom edge of vent bottom rail and inside near center oldie bottom rail of the top sash. Two at corners, one below bottom rail and one inside corner of sill. Interior edge of window sill. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Only glazing material thickness, coating and brand stated in Section 2.2.1 is accepted. 3.3 Units with dimensions smaller than those shown in Section 1.3 shall qualify under this approval. 3.4 For Design Pressure Rating see Section 7. I_ Man 1 Perez, P.E.Plans Ex J liner 11 Product Control Division Security Atu.minum Windows & Doors ACCEPTANCE No.: 95- 0928.08 APPROVED EXI'IRES NQIICE OF ACCEPTANCE.: SPF.CIFICS3?l!J)ITIONS DEC 2 1 1995 : DEC 2 1 1998 4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 G.E. Lexan MRS or XL-.1 Polycarbonate sheets must bear interior side peel coat properly identifying product. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.4 Kau The installation of this unit will iwi require o hurricane protective system. -21 Manu 1 Perez, P.E. Plans y aminer I1 Product ontrol Division TEST ' RESULTS DESIGN LOADS AIR INFILTRATION © 1.37 PSF PA 202-94 0.06 CFM//FT HETI 95-1039 UNIFORM STATIC PRESSURE DESIGN LOADS PA 202 -94 POSITIVE 490.0 PSF HETI 95-1039 - 490.0 PSF HETI 95.1039 UNIFORM STATIC PRESSURE DESIGN LOADS PA 202-94 NEGATIVE I •90.0 PSF :IETI 95.1039 -90.0 PSF HETI 95-1039 WATER RESISTANCE (PSF) PA 202-94 4 13.5 PSF IIET1 95-1039 •900 PSF HET 195.1039 UNIFORM Si ATIC PRESSURE FULL TEST LOAD PA 202 -94 POSITIVE • 135.0 PSF IIETI 95 -1039 • 90 f 7 PSF HETI 95-1039 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202.94 NEGATIVE •135.0 PSF IIETI 95.1039 •90.67 PSF 11E11 91.1039 FORCED-ENTRY RESISTANCE (FER) AAMA 1303.5, SFBC PA 202.94 NO Elfl RV IIETI 95.1042 LARGE MISSSLE IMPACT TEST SFBC PA 201-94 SATISFACTORY HETI 95-467 ...... --. CYCLIC WIND PRESSURE TEST SFBC PA 203.94 POSITIVE •90.0 PSF IfETI 95-467 490.0 PSF . HETI 95-467 CYCLIC WIND PRESSURE TEST SFBC PA 203.94 NEGATIVE -90 0 PSF IIETI 95-467 -90.0 PSF IIETI 95.467 Design Pressure Rating (Positive) 490.0 PSF ' Design Pressure Riling (Negative) 1 -90.0 PSF Security Aluminum Windows 8: I)norS ACCEPTANCE No.: 95•092R OR 7. TESTS PERFORMED NOTICE; OF ACCEPTANCE: APPROVED EXPIRES DEC 2 1 1995 DEC 2 1 1998 Manu crcz, P.E. Plans E e iy finer 11 Product Control Division Security Aluminum Windows & Doors ACCEPTANCE No.: 95 -0928 08 -2u- APPROVED • DEC 2 1 1995 EXPIRES . DEC 2 1 1998 SPECIFIC CONDITIONS NOTICE, OF ACCEPTANCE.: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Large Missile Impact Test per PA 201 -94. 2) Cyclic Wind Pressure Test per PA 203 -94. along with installation diagram of an aluminum double hung window prepared by Hurricane Engineering and Testing, Report No. HETI 95-467 dated July 10, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test reports on I) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Tcst, p :r PA 202 -94 along with installation diagram of an aluminum double hung window prepared by Hurricane Engineering and Testing, Report No. HETI 95 -1039 dated September 11, 1995, (Revised 11-13-95), signed and scaled by !lector M. Medina. P.E. 8.1.3 Test reports on 1) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with installation diagram of an aluminum double hung window prepared by Hurricane Engineering and Testing, Reports No. HETI 95 -1042 dated September 26, 1995, signed and sealed by 1lector M. Medina, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. Product Control Division • Security AlurniriumAVindows & Doors 1 6 9. COMPARATIVE ANALYSIS: None 10. TYPICAL ELEVATION: I // • -2e- ACCEPTANCE No.: 95- 0928.08 APPROVED DEC 2 1 1095 EXPIRES : DEC 2 1 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Cakti -Lee Mat(uel Perez, P.E. Plans F miner 11 Product Control Division Sccurt y k1uminum Windows do Doors ACCEPTANCE NO.: 95 0928.08 J APPROVED EXPIRES 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: "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 oMee. 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 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 limes. the copies need not be resealed by the en flneer. 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, 2(a) through 2(e) and this last page 3. Items 10. 11 & 12 llstcdyclou• cnlyjuudy_luzigudiunaurds 0. Unless specifically Indicated in the Acceptance (►pproval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each comer and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes • of fasteners used In testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chap! of the South Florida Building Code. END OF THIS ACCEPTANCE M uel Perez, P.E. Plans E Product Control Division DEC 2 1 1995 DEC 2 1 1998 ner II METRODADE _ � Acceptance No.:95- 0928.08 Expires:12 /21/98 PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Aluminum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 D.H. - IMPACT METROPOLITAN DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO-DADE FLAMER 9U17 :43 WEST f,.AGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2906 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372-6339 Your application for Product Approval of: Series 5755 Aluminum Double Kung Window - Impact Resistant under Chapter 8 of the Metropolitan Dade County Code goveming the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant (For listing, see Section 8 of this Notice of Acceptance) This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the,right to revoke this approval, if it is determined by the Building Code Compliance Office 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. Rau 2o. iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:12 /2l/95 -1- Director Building Code Compliance Dept. Metropolitan Dade County $scurfy AI;:.n1ianr \Vindows & Doors ACCEPTANCE No.: 9S-0978 08 APPROVED EXPIRES : DEC 2 1 1998 NQTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DEC 2 ! 1995 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum double hung window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series 5755 Aluminum Double Hung Window - Impact Resistant 1.3 ystall Size 4' 5 -3/8" wide by 6' 2 -1/4" high by 3.344" deep 1.4 Configuration XX 1.5 No. & Size of Vents; Two vents measuring: 50 -1/2" wide x 37- 5/16" high, each. Man el Perez, P.E. Plans E finer II Product Control Division 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material; Aluminum alloy 6063 -T6. 2.2 Glazing; 2.2.1 Glazing Material; 1/4" Lexan monolithic polycarbonate with XL -I or MR 5 finish as manufactured by G.E. 2.2.2 Glazing Method; Channel glazed using 1/4" x 3/4" glazing channel; 3/4" lexan bite. 2.2.3 Daylight Opening: 49 1/2" wide by 69" high. 2.3 Vent Construction; • 2.3.1 Stiles: 1.757" face by 1.188" deep and .062" wall thickness aluminum extrusion with a glazing pocket and two :crew splines. 2.3.2 Rails: Top vent botttom rail and bottom vent top rail consists of a 2.281" face by 1.187" deep and 0.062' wall thickness aluminum hollow extrusion with a glazing pocke'. two screw splines and one pile groove. Bottom lent bottom rail consists of a 2.371" face by 1.187" deep and 0.062" wall thickness aluminum hollow extrusion with a glazing pocket, two screw spliucb, iwu grooves and a handle. 2.3.3 Corner Construction: Vertical telescoping into horizontal connected with 2 No. 10 SMS. 2.4 Frame Construction; 2.4.1 Head: 1.00" face by 3.482" deep and .062" wall thickness aluminum channel shaped extrusion. 2.4.2 Jambs:1.241" exterior face, 1.750" interior face by 3.327" deep and .062" wall thickness extruded aluminum with two screw spline. 2.4.3 Sill: Aluminum extruded 2.324" nominal interior face and 0.766" exterior face by 3.344" deep and .062" wall thickness. 2.4.4 Corner Construction: Vertical telescoping into horizontal connected with two No. 10 SMS. Security Aluminum Window & Doors 2.5 Weatherstripping: Quantity Double Single Single Single Single 2.6 Flardware, Quantity Two 2.7 Weepholes; None 2.8Muntins; None 2.9 Reinforcement: None NOTICE OF ACCEPTANCE: Description Wool pile fin Wool pile fin Bulb vinyl 2.10 Additional Description; 2 5/8" high overall interior sill flange used. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Scction 10. 3.2 Only glazing material thickness, coating and brand stated in Section 2.2.1 is accepted. 3.3 Units with dimensions smaller than those shown in Section 1.3 shall qualify under this approval. 3.4 For Design Pressure Rating see Section 7. 4. INSTALLATION: 4.1 Screws and Method of Attachment Foam pads 1 1/14" x 1 1/4" x 1/4" Foam Seal SPECIFIC CONDITIONS Description Location Zinc casting sweep locks One per vent. ACCEPTANCE No.: 95- 0928.08 APPROVED : DEC' 2 1 1995 EXPIRES DEC 2 1 1998 SILL : Three, 3/16" x 2 3/4" tapcons spaced from Icft at 6 ", 20" and 20 ". HE DER: Three, 3/16" x 2 3/4" tapcons spaced from left at 6 ", 20" and 20". JAMBS : Five, 3/16" x 2 3/4" tapcons spaced from top at 6", 19 ", 6 ", 12" and 24 ". Note: Please see note # 1 1. Pagel Location Interior edge between top and bottom rail and the header and sill. Both sides of stiles between the stile and jamb. Bottom edge of vent bottom rail and inside near center of the bottom rail of the top sash. Two at corners, one below bottom rail and one inside corner of sill. Interior edge of window sill. Man I Perez, P.E.Plans Ex Product Control Division iner II Security Aluminum Windows & Doors ACCEPTANCE No.: 95- 0928.08 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DEC 2 1 1995 DEC 2 1 1998 4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 G.E. Lexan MRS or XL-I Polycarbonate sheets must bear interior side peel coat properly identifying product. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.4 Mac The installation of this unit will Itt41 require a hurricane protective system. -2h- Manu 1 Perez, P.E. Plans Product ontrol Division aminer 11 TEST RESULTS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF PA 202 -94 0.06 CFM//FT' HETI 95 -1039 UNIFORM STATIC PRESSURE DESIGN LOADS PA 202 -94 POSITIVE +90.0 PSF HETI 95 -1039 +90.0 PSF HETI 95.1039 UNIFORM STATIC PRESSURE DESIGN LOADS PA 202 -94 NEGATIVE -90.0 PSF HETI 95.1039 -90.0 PSF HETI 95.1039 WATER RESISTANCE (PSF) PA 202 -94 +13.5 PSF HETI 95 -1039 +90.0 PSF HETI 95 -1039 UNIFORM Si ATfC PRESSURE FULL TEST LOAD PA 202 -94 POSITIVE +135.0 PSF HETI 95 -1039 +90.0 PSF HETI 95-1039 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202-94 NEGATIVE -135.0 PSF HETI 95 -1039 -90.67 PSF HETI 95-1039 FORCED -ENTRY RESISTANCE (FER) AAMA 1303 -5, SFBC PA 202 -94 NO ENTRY HETI 95-1042 LARGE MISSSLE IMPACT TEST SFBC PA 201 -94 SATISFACTORY HETI 95-467 ..... --- CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +90.0 PSF 14E71 95-467 +90.0 PSF HETI 95-467 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -90.0 PSF HETI 95-467 -90.0 PSF HETI 95-467 Design Pressure Rating (Positive) +90.0 PSF Design Pressure Rating (Negative) -90.0 PSF Security Aluminum Windows & Doors ACCEPTANCE No.: 95-0928 OR 7. TESTS PERFORMED APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DEC 2 1 1995 • DEC 2 1 1998 Manu Perez, P.E. Plans E Product Control Division iner II Security Aluminum Windows & Doors ACCEPTANCE No.: 95- 0928.08 APPROVED : DEC 2 1 199.5 EXPIRES , DEC 2 1 1998 NOTICE OF ACCEPTANCE,: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Large Missile Impact Test per PA 201 -94. 2) Cyclic Wind Pressure Test per PA 203 -94. along with installation diagram of an aluminum double hung window prepared by Hurricane Engineering and Testing, Report No. HETI 95 -467 dated July 10, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.2 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 along with installation diagram of an aluminum double hung window prepared by Hurricane Engineering and Testing, Report No. HETI 95 -1039 dated September 11, 1995, (Revised 11- 13 -95), signed and sealed by Hector M. Medina, P.E. 8.1.3 Test reports on 1) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with installation diagram of an aluminum double hung window prepared by Hurricane Engineering and Testing, Reports No. HETI 95 -1042 dated September 26, 1995, signed and sealed by Hector M. Medina, P.E. 8.2 Drawing: 8.2.1 .Manufacturer's die drawings and sections. -2d- Manu, ' rcz, P.E. Plans Product Control Division iner 11 t. .cjecurity Aluminum Windows & Doors NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: None 10. TYPICAL ELEVATION: -2e- ACCEPTANCE No.: 95- 0928.08 APPROVED : DEC 2 1 1995 EXPIRES : DEC 2 1 1998 a il fi( l .lif Manuel Perez, P.E. Plans Funiner II Product Control Division Securi y Aluminum Windows & Doors ACCEPTANCE NO.: 95- 0928.08 END OF THIS ACCEPTANCE QE4ii M nuel Perez, P.E. Plans E Product Control Division DEC 2 1 1995 : DEC 2 1 1998 APPROVED EXPIRES NOTICE OF ACCEPTANCE STANDARD CONDITION 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: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered iC 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 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 copies need not be resealed by the engineer. 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, 2(a) through 2(e) and this last page 3. Items 10. 11 & 12 listed below cply anply to glazed product 4o. Unless specifically indicated in the Acceptance (Ppproval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 1. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from cacti corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes • of fasteners used in testing. • t 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chaptt of the South Florida Building Code. ner II New Building Remodeling MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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. D J iAt L 2 q 19 Ww'ner's Name and Address StA..0 u Cx (\CA` n:' r ! ry q No. 3D Street / V 7 7 Registered Architect and/or Engineer J �J 4/K and address of licensed contractor Location a d legal description of lot to be built Syr p� / Lot ✓'A A Block Subdivision ,Q / '✓ / Jd ® (O / 1 ©// f 4/Street and Number where work is to be done 3 © /J U 9 7 �T ° 5. qi vt9h ,3o n1 9 - 4 rnto"t $3133 4.... /State work to be done and purpose of building (by floors), state exterior colors (submit samples) Re pivA ce, w k r' c ou35 c k �A- 7 5Z L - � (,� p � �� T � dock `Or\ �r W 1 n- C10\05 35 /V � T� C�Ai19 / - tor do other purpose. Addition Repairs No. of Stories STATE OF FLORIDA COUNTY OF DADE. Before me. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared T be constructed of Kind of foundation Roof Covering �timated Total cost of improvements S e-)/ b 0O Amount of Permit S Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live Toad to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons 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 subcontractors 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 employ onl such subcontractors. on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) _4/2L'6 t Aa t i 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. 9��D on Date l i/e9 Read, Sworn to and Subscribed before me. Disapproved I.. \ / Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 525.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship.