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1298 NE 98 St (10)APPROVED: Zoning Mechanical � r PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date T i ' 13 :0 I Job Address // i2.9 8 N J4-*-- Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant ) n Master Permit # L/946 3 Owner's Address Phone �13 6S'-1SY --99o8 Contracting Co.,/ J °' 74Vzt._ ) -— Address /1 //II Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ' - � ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION w// ��- o2 -w .a.u- hlV.,4,3/ , % 4 J // 1 4.e Square Ft. Estimated Cost (value) .,C 000 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President My Commission Expires: r FEES: PERMITaO RADON B Date 7 ca E1 tri 2 � C.C.F. /- NOTARY BOND TOTAL DUE Plumbing Structural Engineer PERMIT NO. ADDRESS: . MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT - SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL I. Subf act to cor phance with eft Federal, State. CO nty,Viltage rules and reputations. Village assumes no responstbp(ty for accuracy ofloc results from these fans. 2. This copy of plans must be available on building site or no (nspect(on Ydfl be conducted. JOB ADDRESS /-9 S 6 q?S S i APPLICANT PHONE # APPUCATION {# SHEET OF MISCELLANEOUS e ,-d P.1./4 1 ?. - P-"/ .� CYrt./, ,P �5 h e Az A4-7 15, 4.c Zoe CRITIQUE SHEET DATE COMMENTS INITIALS MI�DADE: MIIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis FL 34274 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 061.01 Expires:07 /22/2002 Approvcd:07 /22/1999 BUILDING CODE. COMPLIANCE OFFICE METRO -DADI3 FLAGLER BUILDING 1.10 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 SECTION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONE ROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series FD - 10l Outswing Aluminum French Door under Chaptcr 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. 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 Dade County, Florida under the conditions set forth above. .rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Internet mail address: postmaster ©buildingcodeonline.com ` Honnepage:.http://www.buildingcodeonline.com PGT Industries. 2 of 3 ACCEPTANCE No.: 99- 0615.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JUL 2 2 1999 JUL 22 20n2 1. SCOPE 1.1 This approves an outswing aluminum French door, 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 2.1.1 The Series FD - 101 Outswing Aluminum French Doors and its components shall be constructed in strict compliance with the following documents: Drawing No 944, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 09/05/97, revised on 6/29/99, 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 single unit application of pair of doors and single door only, as shown in approved drawings. Single door unit shall include described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum French doors 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 Codc (SFBC) in order to properly evaluate the installation of this system. 15,4 5 • �1�IKd (shag handa, P.E. Product Control Examine Product Control Division PGT Industries. ACCEPTANCE No.: 99- 0615.01 APPROVED JUL 2 2 1999 EXPIRES ; JUL 2 2 2002 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 sarne 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, ‘k here 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. LLc u 14 !shag Chanda, P. E , Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of 3 ill I I rill ? _ 1 I I r i .,-- x r ■ -..--.-----1-1il .‘ EN I •l -- � \ x S I `,�'�1 1 55.500 1 -7-- 37.500 --{ 36" X 73 - Hinge Loc. 6` 1 13.250" Hinge Loc. MAX -T ON CENTER T. BON 73' J NOS 6 6" — -- -13" --'- -- 6" MAX. ON CENTER TYP. HEAD & SILL 13.250' Hinge Loc. 47.75 95.500 36" 13.250' - Hinge Loc. TYP. 60TH JAMBS 13.250" I Hi "ge Lac. TYP. BOTH JAMBS 6 "-- EXTERIOR ELEVATION MAX. ON CENTER TYP. HEAD & SILL XX 71.750 J HE ON CENTER 13 rrP. BOTH J Af S See Note ff. 6" 4775 TYP. BOTH JAMBS NON -! 4pnrr n0ORS 1.) GLAZING. 3/16" TEMPERED 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: +60 P.S.F. -60 P.S.F. 4.) AIv'Cr O,ZS: MAX. 6" FROM CORNERS (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 MAX. 6" mom COIL•lE -S (JAMB) MAX. SPACING AT JAMBS: 13.000 5.) INSTALLATION OF THIS UNIT WILL REQUIRE A HURRICANE PP,O.TEC UNIT. 6) SEALANT TO BE APPLIED AROUND FRAME CORNER, PANEL CORNER, DEAD BOLT & LEVER HANDLE. 7) REF. NOA: 99- 05 15.01 8) SCREWS ARE STAGGERED AT 13" CENTERS. SEE SHEET 4 FOR ANCHORAGE DETAIL. Rel s ons: wot.r;a: ..r0 P Oe'e: C . I .. 0.& r 6/29,/99 coo. or O.B. 9/5/97 rrv.roner. e.rli.. Netct Oecew SCR Oactf4 JX0 f 4+.- t r sow /Neat FO -101 1070 Technology Dr. Nokomis, Fl. 34275 a..waNee: French Door — Elevations cC1 NO: VENDOR No: INDUSTRIES Le,.: rt.L' I ON.Iny 1 04 944 8 APPRCVEC AS COMPLYING WITH THE SOIJIH FLORIDA BU:LDINC CODE OLT: i .1_ qq 21, ' 11 NCLCC1 CAP1A0'. Drt S 9tmD.NS COCE COMPLY CCt CHIC( 'l, 'CCE'TRNCF NO _ PIS'01 I I .,-- x r ■ -..--.-----1-1il .‘ y / I 55.500 1 -7-- 37.500 --{ 36" X 73 - Hinge Loc. 6` 1 13.250" Hinge Loc. MAX -T ON CENTER T. BON 73' J NOS 6 6" — -- -13" --'- -- 6" MAX. ON CENTER TYP. HEAD & SILL 13.250' Hinge Loc. 47.75 95.500 36" 13.250' - Hinge Loc. TYP. 60TH JAMBS 13.250" I Hi "ge Lac. TYP. BOTH JAMBS 6 "-- EXTERIOR ELEVATION MAX. ON CENTER TYP. HEAD & SILL XX 71.750 J HE ON CENTER 13 rrP. BOTH J Af S See Note ff. 6" 4775 TYP. BOTH JAMBS NON -! 4pnrr n0ORS 1.) GLAZING. 3/16" TEMPERED 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: +60 P.S.F. -60 P.S.F. 4.) AIv'Cr O,ZS: MAX. 6" FROM CORNERS (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 MAX. 6" mom COIL•lE -S (JAMB) MAX. SPACING AT JAMBS: 13.000 5.) INSTALLATION OF THIS UNIT WILL REQUIRE A HURRICANE PP,O.TEC UNIT. 6) SEALANT TO BE APPLIED AROUND FRAME CORNER, PANEL CORNER, DEAD BOLT & LEVER HANDLE. 7) REF. NOA: 99- 05 15.01 8) SCREWS ARE STAGGERED AT 13" CENTERS. SEE SHEET 4 FOR ANCHORAGE DETAIL. Rel s ons: wot.r;a: ..r0 P Oe'e: C . I .. 0.& r 6/29,/99 coo. or O.B. 9/5/97 rrv.roner. e.rli.. Netct Oecew SCR Oactf4 JX0 f 4+.- t r sow /Neat FO -101 1070 Technology Dr. Nokomis, Fl. 34275 a..waNee: French Door — Elevations cC1 NO: VENDOR No: INDUSTRIES Le,.: rt.L' I ON.Iny 1 04 944 8 APPRCVEC AS COMPLYING WITH THE SOIJIH FLORIDA BU:LDINC CODE OLT: i .1_ qq 21, ' 11 NCLCC1 CAP1A0'. Drt S 9tmD.NS COCE COMPLY CCt CHIC( 'l, 'CCE'TRNCF NO _ PIS'01 95.590 .250 Mox. Shim TYP. 1.272 9.3.615 Door Height o- 4.000 .489 EXTERIOR TYP. .250 --I Max. ShiT^ TYP. H I ROUGH OPENING 3.000— SEE SHEET 4 FOR ANCHORS 3. 000 — ROUGH OPENING 1.489 1.479 l VERTICAL SECTION 84 5/8 DAYLIGHT OPENING ROUGH OPEMNG INTERIOR 25 1 1/;6" DAYLGHT OPENING ACTIVE' PANi.1 4 AA - Pe.nans. Nolerfd: EXTERIOR 71.750 1.750 I 1.750 d 66.264 PANEL OVERALL HORIZONTAL SECTION Arad Br Dale: D.B. I 6/29/99 Ln.h By: D.B. Chid er Dale: fir 9/5/97 jyermee• I14••• htr!eP Irslw: • I/64 D.ernI .CO 0e6..1.030 lep4r t I' se•re,/uaeer: FO - 101 psarellan: iNACTiVC PANG 1070 Technology Dr. Nokomis, FI. 34275 1.480 3.000 ROUGH OPEN NG APPIOVID PS CCMP!YINC YNTII 11: SOUTH FLORIDA BURDIIIC 0)DE DARLV.L`� ) 19 q t _l.n .1.. �T PROJUCF CONTROL DIV!S:9N 8U'.O1lG CODE COMPLIANCE OFFICE \CCTP" tc NO i { D /„ 15-c. T INDUSTRIES French Door — Section Views PCT N0: VENDOR N0: Seale: Sleet: Dro.4ng H Rer. 20 944 8 Sec 007.14 NMatana: Ratans wad 9. IDen: 0.8. I 4/29/D9 Ono. b' O.B. Cw er rota Oelc 9/5/97 ta■rnen IAWe• mA1S hallos 3 I / {a tiara, OrM771 l01 * Angle t Swim/Model: FO -10 1 .437 MAX. 3/16 TEMPERED NON - IMPACT GLAZING OPTION 1070 Technology Dr. Nnknm;.c, Fl. 34275 APPROVED AS COMPETING WITH T11 S "i FORMA 9@EDING CC^E O71 �kl 2L 19 � OT 51a it 1 • Ll.� 9U,:DiTE CODE COMPtIICE OFFICE +CrEP'AYCE 110 c" uorS. of INDUSTRIES French Door — Glazing & Exploded Views PC7 NO: MOOR NO: XaM: 54efr Oro.bq M R..: 304 944 8 Vomw Ve ANN. 3/16 ANN. .090 .090 .3/16 ANN. 2/16 ANN. MAK. 3.000 SPACE .250 SPACE Ant' UM WiliONUNTO 54f7rX no5 BerR14719 .0' 0t rAM W./DUPONT AltrAUTE HarRLAYrI? S E ON CHM I OrcioN ARESS116E_RA118.0: ±60 me. Drown 11, 12 8. afssifiettien: r""17b I 1.489 1.489 1 1.4AX. SHIM .250 T .3.000- SPACE 464 LAM. WAIOrICANTO sArurx PvA INTFRIAYFR 04 .464' OM W/O ITE mare AtTR SL( jyarr...j sHrrr Dry" PPrISLIRE RAMA. *75 60g44411PrageLASSiteChnOf 09 / ...row WV •V sr.• ••••• • /44** 101 6/98 0. 1/22/99 FRENCH DOOR — XX Scale Add ''' ' P.O. OX 1529 N.T•S NOKOMIS, FL. 34274 8 14P?7,710 6.3 CATINING WII 1 73171. CODE f •.; • • .1:73 'LLE 4nict ;:cc... Fr' "Of lt ,3 4 Row : 971 IC TYP. JAMO 2 • WOO War /10 PANH(AD 03 TYP HEA SCREWS ARE STAGGERED IN JAMBS. SEE NOTE 8 ON SHEET 1 TYP. JAMB .250 WALL) 62899C 61069 1 (7 6TRODA 4 (14door top dt bot. roil) 603784! 8 4 (2/ro. door top & bot. 7WASHA 8 4 (2/e0. door top & bot. roll) 7JNUTA 8 4 (2/eo. door top & bot. rail) 41722W 70 7FRSPX 1 1 1 1 22 53 /head & ALUMAX AF-10379 ALUMAX AF-10380 AF-12376 DOW CORNING 899 ALUATAX AF-12375 FAS INDUSTRIAL 3/frorre icr.n bs) hin.e - Pange-door iamb) MERCHANTS FASTENER grhin• dthl •e-frome "amb MERCHANTS FASTENER IRAM 2 shoe boot locks .4r r 10378 22 oescprPrioN v.T. # OTY. 0001? iIEAD SO. AL 6063-T5 .062 WALL 60375 2 2 DOOR JAMB AL. 6063-T5AMEED 60376 3 000R ASTRAGAL .06 -T ARPFAMMIUMEMPEEMIWAS _ I 4 .250 x .187 Oh/SEAL STEW 5 WSTP CHANNEL (AL. 6063-r56 wm.1.1 6 FRAME JAMB (AL. 6063-T5/.J50 WALL) 7 FRAME HEAD M. 6053-T5 .062 W.AI 8 SILICONE 9 OUTSW. rppEsHow (AL. 5053-T5/050 70 5/16,08 THREADED ROD I TRUSS CLAMP (AL. 6063-15/.062 WALL; 12 5/16x1/16 TRUSS WASHER 13 5/1608 TRUSS NUT 14 FRAME SCR COVER CAP 15 STRIKE PLATE 16 STRIKE PLA1E INSERT 17 10x3/4 SCR. FLT. 140. PHIL 18 IIGE ASSY. 19 10.1 FLT. 110. P11!!. 20 10.1/2 FLT. HD. PHIL. 21 TOP eorr. SLIDE BOLT LOCK 22 60/2 FLT. HD. PHIL. 23 8,11 1/2 SCR. PN HD. OUAD 24 16 x 5/8 Ph. Fl. SOS 25 'Or.' CoPPORT ASSY 26 6.374 FLT. HD. PHIL 27 .200 • 190 010(4 28 375 • .790 0108 ON 29 3 POINT LOCK ASST. 30 LOCK (ACTIVE) 31 LOCK (OUmmV) 32 DEAD-BOLT LOCK 33 GLAZING CHANNEL 34 1/8" FOAM TAPE TAD. 1 - SIDET 35 1/4" TAPCON 35 3/16 TEMPERED 37 SEAM SEALER 38 3/16 GLAZING BEAD 39 112 Ph. Ph SMS /7. %'`// Rev+ione: marmot 6063-T5 Rend 13y rotin 0.0. 6/29/99 Dre.h es D.B. chkd arro. aete: 9/5/97 LOCATION 679147. • (1/eacn floor top & 001. Fa' 60350 2 0/14 / 1 7 /I 60379 4 41221 71034A 7E1?MOW 710X1W 26 710012PPW JO 47720 O / 1 6127w 4 4) 78172A (2 (72 2 7658PFA 6 14 •(.16770K 7634F 60200K 60300w 1 710KAP 710KIP 791 TIP 62354 67308K 6SM55V/ 65170 3 2 6 (4 5 80? 710: 4 4 ( I 1 1 8 (4 8 (4 2 (7) 8 (4) o/3/16" gloss) 301E; OTIS 01 BRACKETS ARE FOR X CONF7GURA0ON 107..,.,,. 8eta /GINS. A 1/61 6.0407 t 6.40,07 .000 I Mgseer 1 1' FO-101 Oeeeriptiew bot of Lh. ostra oi O l.h. astr000l O r.h. ostroaJ) Used w71/4 gloss) 1070 Technolooy Dr. m Nokomis, Fl. 34275 'VENDOR NO: [Seale: Sheet 4 .14 VENDOR ALUMAX ALUMAX ALUMAX C SHLEG CORP. - EL P. FAa 2S or. bead, 5/ver. beodJ AOUA FASTENERS I took) VINYL TECH. lack support osSv.) FASTEC INDUSTRIAL 1 oStropolsfr. iambs & head) SCHLEGEL CORP. 1 ostragals & frame iamb, SCHLEGEL CORP. 9 rd.. 001r0a.51) 1.n1. TE. O r.h. astragal HARLOC HARLOC HARLOC ALUMAX STIK PRODUCTS PAN: I SCHNEE MOREHEAD 1 004:04 SCREEN VENDOR 6' AF- 103 75 AF-10375 AF- 10377 iS2024- to/ 4UBLOK 0200X190 0375.190 FD3PTAY 100 880 820 AF-2354 7308-1 SM5504 05-005 A!71040 7(5 COMPLYING WITH THE SOLIN 1107107 BUILDNO CODE Eut/E au2 A 7 t- • meOLXT 7085007 DIV.S ON 814011:1; CODE C 0/FiCE •CCFIANICt N7.91_ - INDUSTRIES French Door — Anchorage & Gill of Materials 944 Rev: 8 MIAM DE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 Approved:02 /18/1999 Internet mail address: postmaster® buildingeodeonline.eom BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE (603 MIAMI. FLORI(lA 33130 - 1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 - 2527 FAX (305) 375 - 2559 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -290B PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372 -6339 Your application for Product Approval of SWD -101 Oulswing Aluminum French Door 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.:99- 0128.01 (Revises No.: 98 -0506.02) Expires:11 /22/2001 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 Dade County, Florida under the conditions set forth above. rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingeodeonllne.tom Vinyl Tech/Prozressive Glass Technolow. ACCEPTANCE No.: 99- 0128.01 APPROVED FEB 1 8 1999 EXPIRES : November 22, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and replaces the Notice of Acceptance No. 98- 0506.02, which was issued on November 22, 1998. It approves an outswing aluminum French door, 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 SWD -101 Outswing Aluminum French Doors - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 971, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16/98, with revision C dated 1- 22 -99, 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 single unit application of pair of doors and single door only, as shown in approved drawings. Single door unit shall include described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum French doors 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 not 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.I.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 syste Manu Perez, P.E. Prod Produc ontrol Division 2 of 3 ontrol Examiner Vinyl Tech/Prozressive Glass Technology. ACCEPTANCE No.: 99- 0128.01 APPROVED EXPIRES : November 22, 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FEB 1 8 1999 1. Renewal of this Acceptance (approval) shall bc considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc 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 bc cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. Manuel fl z P. E., Produ t ontrol Examiner Product Control Division END OF THIS ACCEPTANCE 3 of 3 7 1/2' 13' X ON CENTER TTP. HEAD & SLL SEALANT ON FRAME CCRNERS & PANEL CORNERS X X 7 1/2" 7 1/2' 13' MAX. ON CENTER TYP. HEAD & S!LL / / L SEALANT ON FRAME CORNERS & PANEL CORNERS 1) CLAZNC: .401/464 LAM ;NAT£D W/1:frER 4YCR (MONSANTO OR D'JPOP.T) 2.) CONFICURARONS: X, XX J 7))) 0£S1CN FRESSURC RAYING: Jv) .4E4 L.IM.: *75 P.S.F. -75 P.S.F. JD) .40 U.V. : +60 P.S.F. -60 P.S.F. 4.) ANCHORS: MAX. 7 1/2' FROM CORNERS (HEAD & SILL) MAX. 5 1/2' FROM CORNERS (JAMB) MAX. STALING AT HEAD & SILL: 13.000 MAX. S?ACING AT JAV9: 13.500 5.) NO SHUTTERS REOUREO 6.) REFERENCE 7E57 R'J'ORT: FTL -2141 nr..e " 0.8. r- S 1.--01-61 I' ELEV. I 1 Pr09ressiveCLA SSteciumny CJ...Ili..11u..: LARGE MISSL F IMPACT DOORS 0..c A. gzi 8 FRENCH DOOR - XX, X N.T.S 10 /10,11 AS COUPt77G W.TN TI•. SC1I9 rLe Ot i0!:CLYO CCCE C •t /r it _ 1:C. :0,, e; . ::i!1:4 :UA: C:Ct int WI :CI cLV r:CE iC 9? Pi 31.-4) µ'-. P.O. BOX 1529 NOKOMIS, L. 34274 8 I 971 A" 1 w4 .489 EXTERIOR r +�••' 1.489 250 i UM. SHIM I -- 3.000 ---1\— ROUGH OPENING Orwa 0.13. 2/ 16/98 **"4 * D.B. /22/99 NA. aa..rs.ex gr6 15 ro i bu w!►I bs FRENCH DOOR — XX Sar: ' " P.O. BOX 1529 s ° '+ "" N. T. S NOKOMIS, FL. 34274 1 B 971 — — — I PfOgreZireCLASSieChrObgY �r-Y- 4--Y -- •■••• ••■ ••■■ I ``w SECT. 1�'" 2 a 4 95.750 R000H OPENING 4.000 cz 1 0 �illl, 1.750 0 ROUGH OPENING SEE SHEET 3 FOR ANCHORS -- 3.000 r MX SHIM SPACE 1.479 84 3/4" .4YUCHT OPENING VERTICAL. SECTION INTERIOR 71.750 £XTEIIIQR HORIZONTAL SECTION INTERIOR ROUGH OPENING S::TNiW >:?�Cli ;;S C c9,'ic c'1 .1 if _ SUiPM1: C:::l CU °;t:.Ci WPC( A:cvtactNth 6'111 °I 95.750 EXTERIOR ROUGH OPENING 1.750 0 1 -:� ...t 1. 72 4.000 SEE SHEET 3 FOR ANCHORS s s .250 — MAX.. SHIT/ SPACE ROUGH OPENING -- 3.000 .250 MAX. SHIM SPACE 1.479 84 3/4" C4YUCHT l OPENING VERTICAL SECTIQ!I INTERIOR 1.489 r 2c0 1 SPACE III I ---- 3.000 — ROUGH OPENING 34.625 TYP. ROTH FANELS ACTIVE PANE( 25" — O4YIJOH/ OPENING HORIZONTAL SECTION INTERIOR 71.750 £XTE4IOfl d 1.750 11 e. w D.B. 1/22/99 N.T.S INACTIVE PANEL m � H 1.480 �-- - .25C MAW. ACE ROUGH OPENING ARCCY7 AS COSIV_Yw N:TH M( h3.1::11 IU:7NC CSN C..t 1- '='""- . n/l'7 71 IY - SIA:AA. C 1 CU'a:.Ci Dim( ACcvluccrx ,-o! t/.os ...._....tee._ J_F°9Tessiy LASire*: °INY �.e.Wi o...r...lbre a s..:.. /�vek '` S WD I 101 I SECT. D' B. 2r %1 6/98 FRENCH DOOR - XX Dvl M*. P.D. BOX 1529 uc NOKOMIS. FL. 34274 I B 971 4 I , 10000 eDar 1/4' tuCav ® TYP. HEAD M - TYP. JAM$ /11 rtA1I V rp © GROW YLIST MRA•SJIR srUR Lav7 77 stAJ. TYP. HEAD D TYP. JAM 0 • ' I- '/ 60 9 FRAME JAM8 60380 FRAME HEAD 612376 ' f BEAD ROLL rORM) - -- OUISWING THRESHOLD STRIKE PLATE TRW PLATE INSERT OxJ SCR. FLT. HD. PHI 7FRSPX 41721 10 62899C each door to bot. rail' SCHLEGEL COPP. ALUMAX A UM4X ea. door top & bat. rail eo. door to & bot. roll eo. door to o. rail ALUMAX FASTEC INDUS '/AL MEW LOCK SUPPORT ASS Y. 6x3/4 FLI, EtMIL. .700 x .190 OLON .373 x .190 GLOM 3 POINT LOCK ASS OCK AC VE 7612FW 78112A ' 4UBLOK 7634F 60200K 0300W F03PTAY 7LOKAP 7BLTIP 4 2 slide bolt locks 12 6j' eod 6 stK) 1 lock) lock su000rt assY.) 1 astragals Iambs J< head) 1 astroaals & frame iambs) O r.h. astragal C r.h. •sera • •I O r.h. estro•al HANTS FASTENER MERCHANTS FASTENER VI t H MFNCHANIS IASTENt,N FASTEC INDUSTRIAL r M .; f VINYL TECH. FAS INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. VINYL TECH. HARLOC HA'LOC ITEM DESCRIPTION V. T. # QTY./DESCRIPTION 1 DOOR HEAD/ ILL 60375 2 DOOR JAMB HINGED 60376 .32 D:AU -DOLT LOCK 33 .401 LAM. W /MONS4N 34 SILICONE 35 r r h. n. SM .36 1, 4 TAPCON 37 .401 LAM. W OLIPONT 38 .464 LAM W UOINT 39 .464 LAM. W MOASANTO 0 D.B. Rwl,a °y as. wr. Na AL DOW CORNING H.P.C. H.P C. H.P.G. VENDOR VENDO4 A Fk.:C U Matt= 491 rr (grim CG. ny II'IP; CJ.rt s;at DIIICI aawi. - 1-;- 99 0/2 l.0/ AF -10375 AF -10376 -10 4F -12375 AF -103 /8 41721 41720 M • 4U8LOX 200X190 375x190 F03PTAY 100 880 820 TYP. SILL i ik TYP. JAMB 1TEM DESCRIPTION 2 3 4 5 6 7 9 1 11 12 5 16x1/16 TRUSS WASHER 13 5 16x18 TRUSS NUT 14 _C SCR, COVER CAP 15 STRIKE PL4TE 16 STRIKE PLAT INSERT 1 10x3 SCR. FLT ..0. PHI 18 19 2G 21 22 24 25 DOOR HEAD/ !LL POOR JAMB (HINGED) DOOR ASTRA AL .250 x .187 FINSCAL STRIP OZZR I1 CNA7'1 JEL FRAME JAM8 FRAME HEAD GIAZING WAD (Not[ (Diem) OUI SI:Y.YG THRESHOLD 16x1 Ttlgs,A0 TRUSS CLAMP 27 .200 .r .790SLON 28 375 x ,190 GLOP 29 3 PO! T LOCK ASS'Y. 30 OCK 1 LOCK OUy1M 32 OLAU-UOLT LOCK 33 .401 LAM. 01.4SANTO 34 SILICONE 35 1 Ph. Pn. SMS 36 1/4 TAPCO 37 .401 LAM. W7DUPONT 8 y 464 LAM, W pUPONT 39 .464 LAM. W /MONSANTO w1:rx7. _ • 1li..•r "' D• B V.T. 60380 1 60375 60376 60377 679240 60379 8 (2 /each door lop & hol. roil; 6 1 0 6123/5 taxammartuonnimn 9 . 'r • i rifilf/WIZIIIIEWEFslide bolt locks _ EZEWf�Y9:410. •71.1rimbalt /'1fW_�iFSQL�TZ � •16'14n3T 65%155 W 4UBLOK SEFJJ AL LOCK SUPPORT ASSY • [M . r ilat[TaMllf3f7 • ! j- 1 612376 ' .** 1 •oar top & bat. roil) 6 0 78M EN 2 ea. door top & bot. rail 7WASHA 8 2 eo. door top & bat. rab 7JNUTA 8 2 /eo. loor top & bot. roil 41722W 7FRSPX 41721 10 4A HMI A 105_1 T HD, PHIL 14XIW 26 6 king- - hinge - door jamb 10x1 2 ELT. HD. PHIL. 710x12PPw .30 5 hinge &hinge -frame Jamb 1142:7 :• . '- ''LT LCCK 41720 61 0 . •• 62899C 3 R.,"` D. e. 1b.: ock 6 6q 200K 1 astrogals,fr. ( bmbs dr head 6Q300W 1 /ostr000/s & I ame iambs) F0.3PTAY 0 r.h. astragal 710KAP C r.h. ostro o/ LOKI 1 0 r,h. astraaat 78LTIP 1 0 r.h. astragal aa..re OTT.OESCRIPTION GST�D I s'i../r J t)1 2/t6/9R 2 /16/98 FRENCH DOOR - XX N. T. S µ�� A'OKOMIIS, FL. 34274 I B VENDOR ALUMAX ALUMAX ALUMAX SCHLEGEL COfP ALUAUX ALUMAX • Ate. UMAX FLOr7D ,SCREEN ALUMAX „ FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL VINYL TECH. CALICORP VINYL TECH. MERCHANTS FASTENER MERCHANTS FASTENER MERCHANTS FASTENER H AIFN HAN15 tASTLNLR SCHNEE MORFHEAO VINYL TECH SCHLEGEL CORP SCHLEGEL CORP VINYL TECH. HARLOC 14RLOC HARLOC H.P C. DOW C 'RNINC H. P.C. HPG. H.P.C. A19 AS C:MM•Y'3IC x'1H 1Y• .. r; :r.?11U111:r,11 jlbaray .e `_,/ Fro 0w4. : ::.! CI.91.1611 O111C( ' "C ° x` Y9-012t 971 VENDOR 1 AF -10375 AF -10376 AF .10377 FS7924 - 187 AF -10379 AF -10353 AF -12376 AF -12375 AF -103/8 41722W 41721 41720 SM5504 4UBLOK Q 200X190 0 375x190 FO3PTAY 100 880 820 899 L A SS techr abgy arr. ia..1r *me m. r 4 v4 ME� ADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE 140 MIAMI, FLORIDA -1563 (305) 375 -2901 FAX (305) 375 -2908 Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 Your application for Product Approval of: Series 4000 Aluminum Single Hung Window (3/16" annealed glass) under Chapter 8 of the Metropolitan Miami -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: Applicant, along with drawings prepared by Mr. Robert L. Clark, P.E., and test reports prepared by Fenestration Testing Laboratory, Inc has been recommended for acceptance by the Building Code Compliance office to be used in Miami -Dade County, Florida under the conditions set forth herein. This approval contains 3 pages. This approval shall not be valid after the expiration date stated below. The Office of Building Codc 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 Building 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.:98- 0218.02 Raul Rodriguez Product Control Supervisor TI-HS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Expires:08 /20/2001 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: 08/20/1998 I of 3 Director Building Code Compliance Dept. Metropolitan Dade County Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: 98- 0218.02 - 2 - APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Manu Produ '.ntrol Division AUG 2 0 1998 'AUG 2 n 'Arai 1. SCOPE 1.1 This renews thc Notice of Acceptance No. 94- 1031.03 which was issued on September 21, 1995. 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 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 DESCRIP'T'ION 2.1 The Series 4000 Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following document: Drawing No. 137, Sheet 1 of 4, titled "Single Hung Elevations," Sheet 2 of 4 titled "Single Hung Layout," Sheet 3 of 4 titled "Comparative Analysis," and Sheet 4 of 4 titled "Typ. Single Hung Anchorage," prepared by Vinyl Tech/Progressive Glass Technology, dated March 17, 1998, except for Sheet 3 of 4 which is dated June 10, 1998, 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 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 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. Perez, P.E., Product Copts 1 Examiner Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: _ 98- 0218.02 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: "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 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 Acceptan ce. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Elsa) OF THIS ACCEPTANCE - 3 - APPROVED EXPIRES 4 0 19913 AUG 2 fl 2nn1 Manuel Perez, P.E., Pr .O t Control Examiner Product Control Division 76.000 53.125 6" —�-- 20.000 --I MAX. I O.C. MAX. O 24.000 ---I NON — IMPACT WINDOWS 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: 0/X 3.) SHUTTER REQUIREMENT.: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS MAX. 6 — MAX. ITEM 1 2 3 FLANGED FRAME HEAD FLANGED FRAME SILL FLANGED FRAME JAMB DESCRIPTION V.T. # 69563 66377 66379 AL LIMAX ALUMAX ALUMAX VENDOR VENDOR # AF -9563 AF -6377 AF -6379 7 8 9 10 11 12 13 14 15 1 6 17 18 19 20 21 22 23 24 25 16" D.C. 4 FIXED MEETING RAIL 5 SASH TOP RAIL 6 SASH BOTTOM PAIL SASH SIDE RAIL SASH STOP SASH CAM INSERT (L.h. & R.H.) #8 x .750 Ph. Pn. SNS WEATHERSTRIP, VINYL BULB W /LEAF SWEEP LATCH #8 x .625 Ph. Fl. SMS WEATHERSTRIP, .187 x .200 fin WEATHERSTRIP, VINYL BULB .160 DIA. WEATHERSTRIP, 8314 -150 x 155 BALANCE TAKE -OUT CLIP SILICON BALANCE 3/16" ANNEALED GLASS 3/16" GLAZING BEAD 8 x 1.500 Ouad. Pn. SMS #1C x .750 Ph.. Pn. SMS #1C x 1.500 Ph.. Pn. SMS 1" x 1.5" Open Cell Foam Pod Oaf orkt D.B. Vt,t( NC.: 3%17/ 69316 ALUMAX 69336 ALUMAX CC364 ALUMAX 66385 66387 41901/41902 7834A • 64664 76722 7858 62003 64667 6X831G 7121 UM 62899 65030 78112A 77034 781POA ALUMAX AF -6385 ALUMAX AF -6387 VINYL- TECH/P.G.T. MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER SCHLEGEL TEAM PLASTICS SCHLEGEL DOW CORNING CALDW'ELL P.P.G. LOF FLORIDA SCREEN MERCHANTS FASTENER FASTEC IND. CORP. �.•••.• P.O. BOX 1529 s o->� n..: N. T. S NOKOMIS, FL. 34274 I B I 137 AF -9316 — AF -9336 Al — 636 4 466 -4 672204 FS8319 -187 466 -7 899 05 -030 PRODUCT RENEWED ACCFXT,WCEI:e 9I' - 0 2 - 15 " • EXTAPA')ON DATE Cy II/ PC • Dl • y to 1.Di CONTROL DE mret -IAA O mFlCE progressi LA SS technology Mein •.y M Yew. Cbsairco ion. I S" / 4000 (1�. SH I 1 m4 O.urw,.n: SINGLE HUNG ELEVATIOPJS' Q 76.000 VERTICAL SECTION 8J Reasiws: 53. 125 HORIZONTAL SECTION ua.ri.; Ca.,;rro,w.: vr.m Category: s... /•asst i�.m. SH , 4000 PRODUCT RENEW ED ACCEP A No. /a ' JS • 6 re :aa• 7A`F - La, J•ldl lly rr cciau:.DIV .ry : „.11 FACE progressi ve•LA ology •..iN•I . .a0 • ... I s.ee 2 of 4 aa.a y oafs: oeecrot.on. � D.e. 3/17/98 SINGLE HUNG LAYOUT 6 / f � R waaar vo: sswe: swim". P.O. BOX 1529 us: ring Na R.... �LZ�j� N. T. S NOKOMIS, FL. 34274 I s B I 137 Window Heights • Window Widths 19.125 24.000 26.500 32.000 37.000 - 119.00 26.000 - 130.00 + 55.33 - 127.00 + 55.33 - 123.00 + 55.33 • 120.00 +55.33 . 119.00 + 55.33 38.375 - 120.00 + 55.33 - 119.00 + 55.33 - 119.00 + 5533 - 117.00 + 5533 - 116.00 + 55.33 50.625 - 119.00 * 55.33 - 117.00 + 55.33 - 116.00 + 5533 - 110.00 + 5533 - 93.00 + 55.33 63.000 - 106. + 55.33 - 95.34 + 55.33 - 92.26 + 55.33 - 89.94 + 55.33 - 87.00 + 55.33 76.000 - 82.04 + 5533 - 7151 +5533 - 68-03 + 55.33 - 6338 + 5533 - 61.84 + 5533 Window Heights Window Widths 40.000 44.040 48.000 53.125 26.000 - 119.00 +5533 - 11200 +5533 - 117.00 +55.33 - 117.00 +5533 38.375 - 115.00 + 5533 - 99.00 +5533 - 102.00 +55.33 -91.00 + 55.33 50.625 - 106.00 + 5533 - 101.01 + 5533 - 86.00 + 5533 - 78.23 + 5533 63.000 -85.00 + 55.33 - 82.00 + 5533 - 78.89 + 55.33 - 68.07 + 55.33 76.000 -61.80 +5530 -61.80 + 5530 -61.80 +55.30 -61.80 + 5530 Data from Test Report FTL1139 for Series SH -4000 Comparative Analysis Table for Single Rung Window using 3/16" annealed glass, sonflg. OX Negative Design oadt Lased 10 Comparative Analysis (psi), and Glass 1 able Positive Design Louts and on Comparative Analysis (psf, and Water Test Pressure. NOTES: 1.) REFERENCE: rE5T FTL- 1 139 2.) REFERENCE: N.O.A. 94- 1031.03 DESIGN: +55.33 PSF -61.3 PSF NEW N.O.A.// 98- 0218.02 Resiwss. 'pro a LASS echnology .» / /� Vendor MOB G � sear iX PRODUCT REN WED rcr.Ee.r_erg s >7f - - 6 24 wte L ameMo cae0aq: s..s /•ea.,: n. s�« : 3 et 4 - - SH 4000 r FTL -1 139 7" 9r. D. B. s 10/ 98 °'r"�°" • _. - /1/.4,541/ R�e« B r COMPARATIVE ANALYSIS NOKOMIS, FL. 34274 , Add. ... P.O. BOX 1529 n 8 eR 137 1 F 11 1 r WOOD • ri • BUCK II • .250 MAX. 3/16" TAPCON OR 1/4" TAPCON TYP HEAD TYP. 5111 250 .250 mat 2 r WOOS BUCK .250 MAX. /10 PANHEAD OR (12 PANHEAD 3/16" TAPCON /10 PANHEAD OR OR 1/4" TAPCON /12 PANHEAD IYP HFAQ 1 1.250 1.250 1YP. SDI .250 1.250 2 x W000 BUCK TYP. JAMB "...awns r°•, ey D.B. Revisep �•; Vi°°•• V°_ 3 / 17 4/g 8 0° c #10 PANHFAD OR /12 PANHEAO 1.250 .250 TYP. .14716 P 2 r WOOD BUCK PRODUCT RENEWED AcctrrANcE 'DZlS OY E.\TRAT!0J1 DATE <Art 20 1001 DY .d ' P2 ,:K TCC :OL OII'I5 , Hl. CODECOMPUANC hig 1 r T T .,. mot I Prcgressi� LASS technology CC.vreae": r".51-7 I 'ueae�: uem: 4000 S•..L 4 a4 0•swbGm: ... 7YP. SNGLE HUNG ANCHORAGE ,: P.O. 80X 1529 s "' ° °•^9 "° ` " • N• T. S NOKOMIS, FL. .34274 l B 137 m _. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address e 9W-il Tax Folio / / — 301 b�- o0.7-- 029) Legal Description Historically Designated: Yes No Owner/Lessee / Tenant `N' �- ��- '. R-u Master Permit # Owner's A d d r e s s / a ' 8- 77 f , //).L , ,,gr.4 Phone 76)7 99 Contracting Co. 0 h. , Q,i' Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Address Architect/Engineer Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION t)( 4 �F6 tary as to 0 e My Commission Expires APPROVED: v 0n i ng GLADYS J VILLAR NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC714103 MY COMMISSION EXP. MAR 12002 Plumbing Building , `1 ` g Square Ft. Estimated Cost (value) ga ( � 60U-7g 5o 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. re of owner and/ or Condo President Date Signature of Contractor or Owner-Builder Date /6o - 72 y Notary as to Contractor or Owner - Builder Date My Commission Expires: FEES: PERMIT `" v RADON C.C.F. / t% " NOTARY 5 BOND Electrical Engineering METRO - DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 BUILDING CODE COMPLIANCE OFFICE SUITE 1 603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc0l ®shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Series HS 200 - Aluminum Horizontal Sliding Window 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 Applicant. (For listing, see Section 8 of this Notice u[ 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 anamandments to the South Florida Building Code be enacted affecting this product of 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.: 95-1205.05 F,spires:06 /27/99 Approved: 06/27/96 Raul Rodr iguez Product Control Supervisor THIS IS THE COVERSFIEET, 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. s r+ anger, Director Building Code Compliance Dept. Metropolitan Dade County j • Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: 95 - 1205,05 NOTICE OF ACCFPT,A,NCE: SPECIFIC COND IONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum horizontal sliding window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determined 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 Maio ,. ,sjgnation Series HS 200 - Aluminum Horizontal Sliding Window. 1.3 Ovjrgjl Size 9'_3" by 5' 3" high x 2" deep 1.4 Configilratioq COX 1.5 No. & Size of Vents: Two each 27 13/16" by 59 - 1/8" high 2. MATERIAL CHARACTERISTICS 2.1 Frame and Vent (Sash) Material: Aluminum alloy 6063 - T5. 2.2 Glazing 2.2.1 Glazing Material: 3/16" annealed glass. 2.2.2 Glazing Method: Exterior glazed with ' /," glazing penetration using a clear colored adhesive bedding compound and rolled aluminum glazing bead. 2.2.3 )light Opening: One fixed light, frame glazed in the center with a clear opening of 51 - wide by 58 - high. Operable vents: 25" wide by 57- 5/16" 2.3 Vent Constructi 2.3.1 Stiles: Vent lock stile consists of a 1.186" exterior face, 1.672" interior face by 0.926" deep by .062" wall thickness extruded aluminum hollow (Part t #B -221) with one screw spline and handle. Vent interlock stile consists of ;t 1.187" exterior face, 1.656" interior face by 0.812" deep by .062" wall thickness extruded aluminum hollow (Part #3-222) with two screw splines and handle. 2.3.2 Rails: Top rail consists of a 0.500" exterior face, 0.907" interior face by 0.926" deep by .050" wall thickness extruded aluminum channel shape solid (Part #B -223) with one pile groove, the bottom rail uses the same extrusion, to which the roller assemblies are fastened. 2.3.3 Corner Construction: Butt joints, each vent corner secured with two #8 x 1" PP1I SMS 2.4 Frame Constt1tcSion: 2.4.1 Head: Consists of 1.326" exterior face, 1.201" interior face by 2.000" deep by .050" wall thickness extruded aluminum solid (Part 4B -215) with two screw splines. 2.4.2 Jambs: Consist of 1.030" exterior face, 1.042" interior face by 2,000" deep by .062" wall thickness extruded aluminum solid jamb for operable vent (Part B -219) with a pile groove. Jamb for fixed vent (Part B -218) of similar dimensions but without pile groove. 2.4.3 Fixed Meeting Rail: Consist of 1.020" exterior face, 1.427" interior face by 0.750" deep by .062" wall thickness heavy duty extruded aluminum hollow (Part 4B -232) with a .125" thick by 1" long reinforcing flange, two screw splines and a pile groove. 2 APPROVED : JUN 2 7 1996 EXPIRES : JUN 2 7 1999 Manue rez, P.E. Plans r' miner 11 Product Control Division Y Vinyl Tech/Progressivc Glass Technology ACCEPTANCE No.: _ 95- 1205.05 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.4.4 Sill: Sill assembly consists of 1.256" exterior face, 2.324" interior face by 2.000" deep by .062" wall thickness extruded aluminum solid sill (Part #B -216) with one screw spline; a 1.233" exterior face, 2.205" interior face by 0.875 " x .050" wall thickness slide -in extruded aluminum sill adapter insert with one screw spline used at fixed lite (Part #B -217), and an extruded aluminum .768" high by .062" wall x 3" long windload clip (Part #B -224) attached at each end of fixed lite to sill using one #8 x 1/2" PPH SMS. 2.4.5 Corner Construction: Butt joints, frame corners and fixed meeting rail at each end are secured with two #8 x 1 -1/4" PPH SMS. 2.5 Weatherstripping; Qty. Description Location 2.5.1 Single Pile with integral plastic fin In each vent top and bottom rail and each fixed meeting rail. 2.5.2 Single Vinyl bulb with flap In each jamb rail of each vent. 2.5.3 Single Vinyi bulb In each frame jamb. 2.6 Hardware: Qty. Description I,.ocation 2.6.1 Four Metallic cam locks One at 15 -1/2" from each end of each (Two per vent meeting rail, each locking into a vent) groove in the fixed meeting rail. 2.6.2 Four Metallic dual roller, in a plastic housing One at each end of each vent bottom (Two per rail. vent) 2.6.3 Four Plastic guide On interior of each vent top rail, 2" (Two per from each end. vent) 2.7 Weepholes: Qty. 2.7.1 Four Description -2a- APPROVED : JUN•2 7 199 EXPIRES : JUN 2 7 1999 Location 1" by 1/4" weep slot with plastic flap At exterior sill flange, one at 2 -1/2" and valve 27-1/2" from each end. 2.8 Muntins: None 2.9 Reinforcement: None 2.10 Sealants: Frame corners and each fixed meeting rail were sealed with white colored sealant. 2.11 Additional Desertptiort• 2.324" high overall interior sill flange. One 3/4" by 1/2" by 1/16" by 3" long aluminum angle in frame sill near each fixed meeting rail, anchoring sill adapter glazing lcg to sill, secured to frame with one installation screw and one No. 8 by 1 /2" sheet metal screw. Mara )1P rez, P.E. Plans Product Control Division miner II r 1 V ' ► 1 1 :♦ ACCEPTANCE No.: _ 95 -12n APPROVED : JUN 2 7 1991 JUN 2 7 1999 EXPIRES 3. LXMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Other configurations allowed: XO, OX 3.3 For Design Pressure Rating vs. Door Size, see Comparative Analysis Tables in Section 9. 4. INSTALLATION: 4.1 Screws and Method of Atta h m nr SILL : #10 x 2" PFH SMS located 6" from corners and each side of fixed rail and 16" o.c. HEADER: 410 x 2" PFH SMS located 6" from corners and each side of fixed rail and 16" o.c, JAMBS : #10 x 2" PFH SMS located 5 -3/4" from corners and each side of fixed rail and 17" o.c. NoteL_Pleasz_ze note 11 P ew 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall be designed by the Architect of Engineer of records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless s:cel 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 ". 6. USE 6. 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 o opening to receive window, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit will require a hurricane protective system. -2b- Manuoi Perez, P.E. Plans P. x. miner II Product Control Division TEST TEST LOADS DESIGN LOADS AIR INFILTRATION L, 1.57 PSF SFBC PA 202 -94 (0.37 CFM /FT) 0.36 CFM /FT FTL- I3 13 UNIFORM STATIC PRESSURE ASTM E330 PA 202.94 POSITIVE AT DESIGN LOAD 30 Sec. (3/16" anneal.) +41.1 PSF FTL -1313 +41.1 PSF FTL -1313 UNIFORM STATIC PRESSURE SFBC PA 202 -94 NEGATIVE AT DESIGN LOAD 30 Sec. (3/16" anneal.) -43.8 PSF FTL -1313 -43.8 PSF FTL -1313 WATER RESISTANCE (PSF) SFBC PA 202 -94 •x•8.30 PSF FTL -13 ! 3 +55.3 PSF FTL-1313 UNIFORM STATIC PRESSURE AT FULL TEST LOAD ASTM E330 PA 202 -94 POSITIVE 30 Sec. (3/16" anneal.) +61.6 PSF FTL -1313 +41.0 PSF FTL -1313 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202-94 NEGAT!'/E 30 Sec, (3/16" anneal.) -65.6 PSI' FTL -1313 -13.7 PSI' FTL -131 3 FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5-76 Satisfactory FTL -1313 Design Pressure Rating (Positive) +41.0 PSF Design Pressure Rating (Negative) -43.7 PSF For Design Pressure Rating; vs. Window Sire, see Tables in Section 9 ''Comparative Analysis" Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: 95- 1205.05 7. TESTS PERFORMED NOTZCF, OF ACCEPTANCE: SPECIFIC CQ1jPJTIQPIS - 2C APPROVED : JUN 2 7 1996 EXPIRES : JUN 2 7 1999 RESULTS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 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 Resistance Test, per AAMA 1302.5 -76. along with the manufacturer's marked up design drawings of the tested window prepared by Fenestration Testing Laboratory report No. FTL -1313, dated October 27, 1995 signed and sealed by Gilbe Diamond, P.E. 8.2 Drawing: 8.2.1 Manufacturer's profile drawings and sections. 8.3 Calculations: 8.3.1 Comparative Analysis for PGT Horizontal Sliding Window w/ 3/16" glass, dated May 31. 1996, signed and sealed by Ivan R. Dory. P.E. 8.3.2 Anchor calculations, dated May 31. 1996. signed and sealed by Ivan R. Dory, P.E. Manu. rez, P.C. Plans Ll miner 11 Product Control Division Window Heights Window Widths 53.125" 74.000" 106.375" 111.000" 26.000" 120.00 120.00 120.00 120.00 38.375" 120.00 120.00 102:09 92.54 50.625" 75.30 66.49 59.85 59.14 63.000" 55.22 46.13 40.93 40.47 Window Heights Window Widths 26.500" 37.000" 53.125" 74.000" 25.000" 55.33 - 55.33 55.33 55.33 38.375" 55.33 55.33 55.33 55.33 50.625" 55.33 55.33 55.33 55.33 63.000" 55.33 68.44 51.53 41.33 Window Heights 1 Window Widths 53.125" 74.000" 106.375" 111.000" 26.000" 55.33 1 55.33 55.33 55.33 38.375" 55.33 55.33 55.33 55.33 50.625" 55.33 55.33 55.33 55.33 63.000" 55.22 46.13 40.93 40.47 Window Heights 1. Window Widths 26.500" 37.000" 53.125" 74.000" 26.000" 120.00 120.00 120.00 120.00 38.375" 120.00 120.00 102.09 92.54 50.625" 116.73 89.81 68.60 57.25 63.000" 91.10 68.44 51.53 41.33 ti Vinyl Tech/Pr,oeressive Glass Technology ACCEPTANCE No.: 95- 1205.05 9. COMPARATIVE ANALYSIS: 9.1 X0 _Configuration Negative Design Load based on Comparative Analysis - (PSF Positive Design Load based on Comparative Analysis - (PSF 9.2 XOX Co fL"tlrktj ja Negative Design Load based on Comparative. An3 - (PSF Positive Design Load based on Comparative Analysis - (PSF - 2d - APPROVED EXPIRES .• JUN 2 7 1996 JUN 271999 Based on Test Report # FTL -1313 Test Size: 111" wide x 63" high Design Pressure: ± 41.00 PSF Test Pressure: ± 61.50 PSF Water Test Pressure: + 8.30 PSF Glazing: 3/16" annealed glass Manue • rez, P.E. Plans Examiner II Product Control Division Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: 95-1205.05 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10 TYPICAL ELEVATION: Vent width / Fixed glass width proportions: , XOX: 1/4 - 1/2 - 1/4 OX or X0 : 1/2 - 1/2 APPROVED JUN 2 7 1996 EXPIRES JUN 2 7 1999 XOX Configuration OX Configuration Manu erez, P.E. Plans iner 1 Product Control Division Yinyl Tech/Pro ?essive Glass Technology ACCEPTANCE No.: APP,ROVED EXPIRES 10.1 TYPICAL VERTICAL CROSS SECTION: t Manu ' 1 Perez, P.E. Plans Product Control Division 95- 1205.05 JUN 2 7 1996 JUN 2 7 1999 miner 11 • 1 J• 1 4 T •• •• 111 1 .• • •Il 1 • • 10.2 TYPICAL HORIZONTAL CROSS SECTION: -2n- ACCEPTANCE No.: 95 1205.05 APPROVED JUN 2 7 1996 EXPIRES • JUN 2 7 1999 04 /if €10.5 Manuel erez, P.L. Plans Ex, ner II Product Control Division Vinyl Tech/Progressive Glass Tech nplogy ACCEPTANCE No.: 95- 1205.05 APPROVED : JUN 2 7 199 EXPIRES : J 7 l 2 9 NOTICE QF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the origi 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 manufacntrcr's name, city, scare, and die folly 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 an product is -not in compliance with the codc 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 cc installation of the product: d) The engineer who originally prepared, signed and sealed the required documentation initially submitted 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 cz for termination of this Acceptance, unless prior written approval has been requested (through the filing of a n'visiot 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 Noticc of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration dali may be displayed in advertising literature. If any portion virile Notice of Acceptance is displayed, then it shall be d in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, whcre it applies, shall be provided to user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copie 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(g) and this last page 3. 11_ I a • Of sted 1 el . w t m laze nd • • 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, 1 1. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Noticc of Acceptance. The spacing 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 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. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE Manu •1 Perez, P.G. Plans Ex Product Control Division er � rels I' , N V�ntl Er � eC n h 0 1 �� ,1 c+ ul� � w � �� ; •� Gus: ` y�nJ� i P Jl r y SionO b Divisions of ALUMINUM TECHNOLOGY INDUSTRIES 1070 TECHNOLOGY DRIVE POST OFFICE BOX 1529 NOKOMIS, FLORIDA 34274 941- 493 -4858 1 -800- 282 -6019 • 1 -800- 237 -6258 FAX: 1 -800- 477 -3655 HORIZONTAL ROLLER WINDOW Dade County 95- 1205.04 Dade County 95- 1205.05 Broward County 95- 1220.10 Comparative Analysis Chart - FTL 1310 (Page 7) Comparative Analysis Chart - FTL 1310 (Additional Sizes) FTL Test Data 1310 Broward County 95- 1211.03 Comparative Analysis Chart - FTL 1311 (Page 7) FTL Test Data 1311 Broward County 95- 1211.04 Comparative Analysis Chart -.FTL 1312 (Page 7) FTL Test Data 1312 Broward County 95- 1211.05 Comparative Analysis Chart - FTL 1313 (Page 7) FTL Test Data 1313 Broward County 96- 0108.11 FTL Test Data 1174 J PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 Acceptance No.:97- 0212.01 Expires:04 /16/01 ILL I1V• 17M -• ti7r - JOJJ u7JJ-• rri%7C• G.'S METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 331304563 (305) 373 -2901 FAX (305) 375 -2906 PRODUCT CONTROL. DIVISION (305) 375 -2902 FAX (305) 372.6339 Your application for Product Approval of Series C - 700 OulswingAluminum Casement Window Impact 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; Applicant, along with Drawing No. 330, Sheets 1 thra 10 of 10. (For listing, .ree Section 8 of this Notice of Acceptance) 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 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. au •o Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application lbr 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. sang', Director Building Code Compliance Dept. Approved :04 /16/98 -1- Metropolitan Dade County Intsrnst malt address: postmaster@bulldingcodeonlIns . eom 43) Homepago: htlpJ /www.bulldln9oodsonllne,00rrt 1 h :11 HPK Gi. 157d 14) V11YYL Itl.h', I ICI. Iii • �7•+L� r � - �o.ii Vinyl Tech/Proeressivc Glass Technoka ACCEPTANCE No.: 97- 0212.01 APPROVED : APR 1 6 1998 EXPIRES : Jo 1 6 2001 NOTICE OF ACCEPTANCE! SPECIFIC CONDITIONS 1. SCOPE This approves an aluminum casement window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 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 The Series C -700 Outswing Aluminum Casement Window and its components shall be constructed in strict compliance with the following documents: Drawing No. 330, titled "Vinyl- Tech Casement Series 700," ptepared by Progressive Glass Technology, dated February 12, 1997, revised March 20, 1998, Sheets 1 through 10 of 10, 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 casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product may Qr may not require a hurricane protection system. Sec Sheets 1 and 2 of the approved drawings. 5. LABELING Each window 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. Moe Manue Perez, P.E., Product rr trot Examiner Produ Co trol Division -2- •.r+• lc Yu • Vinyl Tech/Proeressive Glass Technoloev, ACCEPTANCE No.: 97- 0212.01 APPROVED : APR 1 6 1998 EXPIRES APR 1 Vila NOTICE OF ACC PTtNCE: S TANDARD CONDITION 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, arc no older than eight (g) 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 hntder 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 tho 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 j�il.ClA Manu Pere , P.E., Product Cpf Uol Examiner Produ ontrol Division -3- ra. 7..30 I 0 // / / i / i / \ `� \ Y \ 3‘875 Jf 175 , ?4_o I. XOX 7 64. 1 s+... •` R. S. °" } O.B. 11.., No: XX 7/12/97 °`/20/99 N.T. S NON— IMPACT WINDOWS (war. MEICNI OF 767 • ! ) a.7WD7 DSO, JWf »Ni .r • 2. L 7 .lIATaOMS• X.J 3. (E9 N PRI SAARE RA:64G: SEE COtsRtlu WE ANALYSIS TAWS am SKITS 6 • 7. 64 ANCHORS: SEE COIPARNIVE ANALYSS TALUS ON SHE'E'TS 6 & 7 5.) IRaIEKM6E PROIECIIOV OED S UU9 BE PfSTALEO. NON— IMPACT WINOOWS (wY. hEIGNT Of 61') 1. CLAID?_ 3/76' ANNEALEO 2. CONfl , IRATIOONS X,XXXOX 3.) DESXIN PRESSURE NW: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 86-9 4.) ARCWOR SEE COMPARATIVE ANALY9S TABLES ON SHEETS 889 5) HURRICANE PROTECTION DENIMS 11UST Of INSTALLED. FRONT VIEWS, ELEVATION P.O. BOX 1529 NOKOMIS, FL. .34 274 RIMIER tS CIMIK —. T111 Il g tuna rums for / . i n. � 9 NBC C� doLwCI •AA. OVUM KQ1•IV -01 r • 4 be wirer.. r"` C E [ 700 r r - 10 B 330 B • • t r 1 4 c c /]4700 1300 loan I ` ® — 4.000 10001 I— w.o00 11.000 04t sivcirar .m. ■ ■ • XOX 1-1000 1 6.4100 X 16,000 aux snac a • 1 1 1.000 11 ,000 1,00 1.000 .`000 _1 6.010 6.000 sr M INIM NI MtWM OJl� rf w•l &k/ R.S. 0.8. N. T. c SMALL MISSLE IMPACT WINDOWS a AERTM r 6' TCAIPC w 2. CaNAGiA4 4100(04 J. GESIGN PR(S(. RAM; : +75 P.s.r -73 P.s.r. I.) MCNORS: WY. 6' FROM EACH CORNER 2 moon 6. APART 4 IRLW (ACM AWING ITAA. MAX SPACING AT HEAD & S+LI: I 1.000 WAX SPA NG A JAMBS (6000 5.) NO HVRR+GINC PROIECRON DEME5 3 XM2E0 30 (Err Jr ABOVE LARGE MISSLE IMPACT WIt DQW 1.) GLAZING: 3/16 SENTRY G/ASS 2.) C0NTIGURATICNS: I(XI(XOX 3.) DESIGN PRCSSIP( RATING: MAX. +60 P.S.1:, -60 P.s.F d.) ANCHORS: MAX 6' FROM FACH CORNER 2 ANCHORS A' MART, I' FROM EACH WONG RAIL MAW. SPACING AT HEAD t SILL 11.000 MAX. SPACIWG AT 4•A135: 16.000 5.) NO HURRICANE PROTECTION DEUCES REQUIRED. oNovou as auntoic Vag WsI PAM Ng006 cult ?%7.11)P'e - I Oita mru111 IAA �l ._._ ' 2 /Suds r 7UO 2 ' 9 �`�` FRONT VIEWS, ELEVATION NOKOMIS, FL 34274 rB P.O. BOX 1529 "' r' 330 r' r u 4 • J 0 0 12 1 IMO Wakitt711 MERCHANTS FASTENER CORP. t10atz7i, Iti LiV f 13.1t4 i'7Ir. �1Lai tt vc1 1S1211r r1M3: r7jyy;; 0 .9 0 0 0 MIG61. sisx MEN ITEM VT # DESCRIPTION c" 1 610228 17 tI 9 L Ep 1 5or. 10 6FRL1bK. tt 49004 12 ?KEEP 1 7 14 7TRAK . 1 . 7 , rt: 5TaJ1;.S0 Nica..f 1 i• 710_ 16PV1'A x 1 1' AN 9 f < P. GLASS 6 16 10001 FRAME HEAD. 05Q GiAS Of L IC H C INSERT JAMB 'r' FPA RA AA _!A7 'OA WAPPWARIMEIMPRWWW- • ArTt' AWN ; rn." . P Y .rrv► SASH HFA',T I1'XrNFR STEEP 5�riF(.P rtNiP SASH 5ti7£ /SIL1. wEATHER STRIP SC►RCa•1 CORP. lWi'l fRAUE BULB r. EATN£R STRIP P.7,17r71YPE PLA c T#r c SA50 L•Cr ma-TECH / F, SASH LOCI.' K(EPER • : 11111=1.77:4 V . •1• :r L roR GUIDE TRACK 1.) /6 ANNEALED GLASS r ' 7 &m at EXTR'K/ONS TRUTH TRUTH HA 7P.UTH HARDWARE PPG lOf I4 • ia; tt� C r Aura. AO ts1 .ur � ::a _ - 76 1 Oa• . �' A - S r 1 -. h 2iN✓. "ITC hnlatID u arslno .rn T41 WAX ROA* CM 0:111 guars a.r orauxl Vi ._.._...r.,._.. ! Pnop LASS!edrl"o91 CA r CASEMENT XOX VENDOR ARE WARE 1 0' 35.10 P.O. BOX 1529 " ` NOKOMIS. 11. 34274 6 330 VENDOR # AF -10226 -99 n2LM►x Lao 0150..140 fP -1 19- 16 r 00.101 3.1110 11.114. a.m. .. C C ••• C asI AIM b. SCCt.M E-( .5X HORIZONTAL SECTIONS "Man; COMMK WW IM SWW RMMI MUM OM Id! 1r IMP CIIII mamma OMM =VMS KM-4AI? 41 la I # I 1 ra i I I 1 3 € a I I I Pr°gre SE■ telendi r •■•■• imam • ...M. •••• MAIM A M - libo 1 r-- 4 To Fill BM 1529 NOKOMIS. FL. 34274 3.30 If: SCCUON A -4 g43w,c avllat. -750 um: situ 5PA ( sf UOIN 61 -e SLAZ ND OP IG►t &\ j .1SO MAX. 94,4 &LAING OP710N: 3/1 G&AZ115 OPTION: 1 /4 7/1 . .5X v VERTICAL SECTIONS SL.ZWG OPfON: 'SCNIRC C1ASI p .Dyrris:,� LAS' t.J,dbor .+. -r��rr e r r " "a ` 1 U0 1 SECT. 5 P.O. BOX 1529 NOKOMIS, ft 34274 I 8 330 • 10 111:4• W %15.0••r 11011•1 Pleas. 15,410., 0 imillew WSW - -�^ 19.171 1101111e 24440 31.240 (4 +,190 VIVA 1011 4 41100 (4) 31104 (1) 33.111 44) 44000 (0) 12110 01 74500 642 1444 (IL - 44 .40 • 104.00 -13510 • 10440 -t • 136.110 • 1061 •0 ID.1s •• 141210 - 111.41 • 10.13 -413 • 7131 .1114 • 77.05 .57..57 • 33.5) • 5110 • 51.00 31311 (1) • 11920 •100141 .11208 • 11460 • 13740 • 10404 . 110.49 • 101.00 . I11.21 • 101.00 - 71.0 • 9030 -77.01 4 77.00 •0133 •5.151 •31400 .51.10 50.92; 01 -110.24 • 101.01 -1311 +10110 - 036613 •101.01 •11111 • 100.10 '- 111 -41 •184.00 -9111 •91.11 -7719 477.0 • 5353 •93.93 -31.00 +05,01 40.0910 (y. - i:4.1 • 00:.9 -18411 •10x1 -91.01 •94.9) •11.30 •1130 - 1/.01 +11.61 .1601 • 1430 -11.00 •73.0 •5353 +1133 -3400 .3408 76.004 0) •14.51 •3431 -1414 •1026 _ -71.19 •77.49 -4157 455.07 -47.31 •11.71 -4416 •4u1 - 33J/ •0.11 _ .43.01 411.14 .4160 •40.02 \1Z•.:1•a• - 11.1;4•. W %15.0••r 11011•1 - 43100 0 imillew WSW - -�^ 19.171 01 24440 01) 11170. (1) 24.500 (3) 30.000 (4) 32.100 (I( 10..000 (01 14004 4 36102 (l) -11030 •101x0 - 14010 • 184.00 - 110.45 .4 104.141 -31.11 •11.11 • 11.40 • 71.41 -7011 1-7023 •4333 •63.13 •31.0) • 14.01 +51_∎1 •S3.51 31175 4!) - 7 =3.7: •:01.40 .14:44 •1164 •1:40:5 • 1041.1 -73.70 •}3.19 - 77.11. • 7•.0) • 17.09 -07.70 07.71 •41:5 +11-75 - 40.01 •00.01 •00x0 •0401 •577) -3133 3t A31 (4) -114.47 4 1011 • 13151 +10210 • 10120 • 1011 • 3Lit 4 30.19 -17.07 4.001 IS) •10434 •1611 -11011 +100 .11 -1030 •1730 -011 •31.44 -7411 •71.71 -4.76 • 47.75 -00.41 +60.07 -5787 -3113 4153.51 '4.144 p) •tl.lt 1t1.11 - 6434 111.)6 -a3T 4 all •4436 •I1-14 ( .533) 457.37 4 •5110 -1177 t 53.11 •51.51 Wi view 19•1;040 W 14 - 43100 0 imillew WSW 114tll• . . 1 19-1)5 ( )7.703 (4 63.00) t61 . 41100 (4) 54.14 (6) 31.113 41) 04141 (3) i 71000 1941 71100 930) 74.000 0) -160.00 • 10100 . 731.1 1 101.00 - 131.00 • 10400 • )37.19 • Man . 111.01 4 101.600 .53 33 • 91.31 . 77.49 • n.80 1 . 33.147 4 n 51 •1400 .51 el 33.315 (7) -133.01 •10148 -1)11 •001.10 •17010 •(010) .10)43 - 11 •ii .1011) • 11100 - 111.01 *141.00 •9111 .3133 •7717 • 11.01 •53.51 • 53 71 - -5001 •51.0) 54.423 (2) ` •) 34-0► • 101.04 - 1)011 • 10 110 • 1%41 • 101 N • - 111.01 •101.00 - 9131 •9313 - 71.0 • MO) - 7153 • 53.93 •9110 •3471 41.000 (4) •001.47 .174x7, -14111 •)00.10 - 56.9) •963) .07.70 •1710 -34.61 •1114 .0091 •119) -73.00 •D.101 -5157 •!3.513 -34N •5030 14000 (9)I • 01.61 •161: -10.54 •114 -77.41 •7)19 •05.37 • 49.31 -41.31 • 67.31 •4111 •411: •53J9 •.115)j1 •4300 .41 04 '. - 44 00 •11'9 Ire d ..-• W WIndn 0 114tll• . . 1 19-1)5 ( (!__ 3 3!.!`0 O O) 2 24449 ( (1) 7 76.500 ( (7) 3 30 960 1 1•I 3 31000 O O) 3 31.040 ( (71 3 36001 ( (01 u un 2:140 ( (1) - -140.00 • •(01.40 . .11100 • •101.04 • •170.45 • •104.4 - -9143 • •91.1) - -7145 • •71-41 • •7911 • •1011 - -615) • • 4).93 - -5110 + +5711 6 6112 31.375 ( (1) • • 14010 • •001.10 - - 14040 • • 1010 - - 120AI • • 1011 - - 9471 • •935/ - - 77.0 • •97(7) . .2t15 • •4775 - - 40.41 • •1401 • S3S4 • • 9333 D De( 50.611 0 010 • ••13001 • •11 • •1312 + +10125 • •11331 1 110444 • •51.13 + +5471 - -73.13 • •11.00 - -47.75 • •0173 • •4717 • •N.0) - -53-57 • •533) 43.000 5 5 • •10456 • •10.01 • •111011 • • 10441 - -17.34 • •/720 - - 17.44 . .6104 - -74.11 • •741) - -61176 . .47.;9 - -(011 • •6411 - -53_51 • •.133) " "- 71001 4 41 • •11.11 • •04.11 • •36 • • 30.96 - -0149 • •0!7 - -1.70 • •4106 . .571.70 4 4 50.0 • •7534 U •3544 • •5)77 • •X171 . .51.11 • UI ( 40113.1 41 hi 11van••1rps . IMP wily •IrttinwWp .1r • l ti 1.... Dekka b landoeb .oavi..M.ljs. Oak sal 60u1101.3S -E r +;.• Dniw• Loh i.446 as Cwprri.• Marsh 04 ea Wiwi Tea haw. .aO.•s •040'• ft 11. 4101trI..orY16'7432001. NOM: 3are 040. 1 y1 ..• " Ir•a1...4 slit d actin: r•2 rot ( and .(!•n1 .111 , .11 , 1.1 nil \11•16R.1) 21.z.lp/cw1.14•414J 11100 \4..4.1.112/ rija 0.• 11.106 fg•in, 'bowl arc farl0 1111111 w I'Y T.perr. NOTE: 1.^.1.14.074" a.. tact ill •t..ti griiu•.•l uut i(1•t.10l1a•c44rrat. Plat. 'print NI&ad 4.1•1•st• 16.400 61...'F ). :.tj.•b• 10.000 A' ••Das a40r are f 0, 010 semis •r 346^ Tgrsa %OTL A4r11.44 4' from tub t•rrrt. 301, ud as 1110..c TI •1.lpe:i.tettime sit It1't.t- 111200 T r1)e00N.• v hr 017 .trr•i w 1!r T ertte . :WW1: Morton 4" him t lib WWI, Xtal. led as 1•110••• alma quasi •111.44•76 et rod. 10.010 11••.s8••61, jaa141 • 14...gratin e• ).0101 • 14.001 12.140 A •cI., • 1•' tm..cl teener, 2 tat., 1 ed 111 bA.• 1: Amato%6• foam •act eiiw. )l.... and at f.lb•1: OB/77/9 13 34776 rrrM / . 11690{ 1111714 44 L>f0[ I / � • I l R L 1i• ttt kJ 171 2143+1 4 x OR R If3 0000 t01/l.M•oi war war - 7s_Al xr AM.. P.O. BOX 1529 N.T.S. NOKOMIS. FL. 34274 re r 3 . 3 ° A GOIItPARATrVE .O1MLYSIS FOR 76' 1(GH CASEMENT USING 3/16 AJVNCALFU GLASS (NOT FOR IMPACT WEiOONS) N ladev 114 141 31.110 • /6) \ \'i.bw \\'51.10. Wiwi..." MIAs Ili t):1 Ia40001 3 %.040 (4 10.600 (1) 45.140 64) 11.610 145 00.400 (4) 5).175 11) 44450 (.1 71001 011 745545 • 6111 (bi 41110 _ 50.006 (1) •100.10 • 11000 -91.04 •75.00 •6,140 • 13.44 -9500 •15.00 •33.60 •4110 .7616 •7166 •1147 66147 - 1111 • 4411 3531 (11 •9510 •'14.00 •39Ae • 90.00 -10.00 •34.11 .1 9.11u • 5546 •15.07 • 15.00 -7166 • 7436 • 41.17 •6)41 -1211 4 4U3 -1410 •40.66 54.45 (1) • 0510 •eS • 1100 40500 -35.60 •6114 • 64.11 - ) 1.011 • 71.00 - W.00 •64.00 •111 •41.10 - 59.1 •:!.09 - 41.00 •WM - t030 -3790 .4610 4 77.1 611006 (3) - 79.00 •74491 .71.00 •7400 - 11.00 -5403 •31.01 .50.00 • 50.00 • 6700 5 47.40 • WEN • ram) - 1446 • 3541 74004 (1) -6211 •026 •31.00 •5640 •52.00 •0.`.W • 61/0 • J4.14 •11.000 • 111 -34.00 •39.11 -3494 • 35.00 -73.06 • 21.14 -7140 • 17.64 117tde• 31.110 • /6) \ \'i.bw \\'51.10. M'I•d•o id A. Ili t):1 Ia40001 I'.175 R) 7:.14 i`, ' 31.3140 (1: . A.Stu (1) )• 009 (2) 32 521 31 .000 (2 34.091 ill_ 16400 41) - 100.00 4 140.60 -106.01 •101?1 -4636 •1631 -.1.66 • 39.04 -62.79 • 63.79 .56.10 .51.11 •5473 4 50.1) •14.11 •(441 33115 (1) • 160500 4 I Ia90 - 100.04 • 101:04 - 6636 4 9636 •79.05 • 39 - 6)47 • 61.67 • 54.30 •54.10 - 46.01 • 45.01 .41.43 • 1113 ! 6675 (5) • VII•C'0 ' 5 1 53 :09.01 4 10101 • 63.12 •61.21 - 5 x1:1.01 -41.67 •4(.47 -53.26 • 31.10 •4111 •45.41 -41.33 •1173 6 3404 (1) • 43 45 • 'U • 110.65 • 4111 -W21 • 41.31 - 4400 •1441 1 •.011 43937 -Mat •51.10 -:111 4 -41.41 •6243 76001 (4) • 47a4 4 45M - 4414 4 4476 _ .6146 •05.46 -51.11 • 5111 - 4671 •4171 - 46.53 44443 -4731 66241 _ -4494 •4034 C145 • Hr bm 31.110 • /6) \ \'i.bw \\'51.10. M %1 10 6• Ia40001 161 42.0 11 (31 .1 • 3530 1 • 9501 4641 •sue (4 • aim 3).125 - 71 5 • 7016 601301 601301 (4) 71311 9.13 (D � 74511 4 ! ' 1 ' '6.004 ('3 - seem • Mee -55.40 .95.11 -1510 •15.19 - 4141 • 6137 • .*w1 • Il•ms • •300 54375 (7) ' - O) - - 93. 61 • 0•.64 -91.00 •94 00 • 6500. 11 -10 •0014 MAO ,0511 • • 1 - 71W •7ss .c. •(a . O4: • fad •L•6D ( •s4N •40.00 •15.66 .15.51 .15.16 -5544 • 001 -1110 .71.0) •66.04 •(501 -6100 +6110 -57.06 .9110 .11.14 •4•_001 -44.11 • 1411 67 001 (I) - 19.10 • 75.64 •71.00 • 7010 • 61.40 • 10.11 -1113 • 5440 - 50.04 • Sti.1 • 4701 •4110 - 1100 • 4000 -35,11 - 1 .0.: • 31.06 •13.10 : :160 1 - 11151 • 1110 • 17.14 14003 (3) -17.60 • 6110 1 -24.06 • '406 - 1243 • SIP • 441) . 41.01 - • 41.00 .7910 • 3913 - 12.70 • :540 T.1dc+ Iletbo M %1 10 6• 19.175 (3) - 10.600 (31 ' 71.000 (3) 71.510 . (1) 7:.100 (4) 31.400 (4) 24.10* (4) 36101 (41 16.001 (2) - 100.00 • 11160 4 1641 •I/AN .106.41 - -10400 •101.01 • 144.06 - 06.74 - 96.16 • 9434 •5131 •7944 • 1X01 • 79.00 •79.06 •42.79 • 61.79 -$6.11 + 5155 . 5413 •3011 .4461 4 4.11 53.775 (I) -61.61 • 41.47 -3424 •1L79 •4101 •+5.01 -1.13 412.03 54.415 (7) - 100.00 • 14010 - 11.1 •104.04 • 97.77 • 17.21. - 7143 • 70.01 - 61.47 •41.67 - 54.71 431.10 •4111 441.01 - 1.61 •41.13 63.001 (1) - 6315 413.47 • 1045 •sacs -69.14 •6941 -61.44 •6.51 -51.37 - 3 (77 •51.77 •3471 +3431 -4141 •11.01 -4511 847.11 7(900 (5) • 6735 • 17.17 - 64/6 4 6.76 , .55.66 •56.44 5 -51.01 • 31.41 • 1472 -14.53 •41!) •1167 +3742 •A11 •4411 uol NOTE; Nsrlen io loom Welfoort 6•.405.• •46nd• s ow 4lf Kspin•r Deign Leak Weed anConp win Arabi:,(FA, an11 )1• Po, ,ou Dri plc. lso. dm .Cv..pruortAsuIpl e hrtw¢ \..bers• Iwo • rr for 410 Harm e•316'Ttfwea. :aO1E: ens sp•41,3" foam owls tide ofcretinsrail • r req.irrd. (Iota tfl .0sn lath )Ian. 51 0) s9•44.1 a 61•4 4 on At rem • 11.100 ■11i. Ilutrcl el jambs • 44476 Anchon 6' (sou sock wort, 6644.0.•d • t lolle•17: ?flotation &dome roe for s II scrim or 11*" Toros.. 4U 1 40.5.3. 5010•• on coil i.0. of rwr13, name . r/g.nr.. (Total of 1 asc6.n .141(43114. 4.ul 4I3_'ruin et14.0 oil et rem • 14.000 6... aiming oljuabi• 10100 A ocbarl r from nob em•v. 11/4. w,4 at folks 74.•b•n .64rm w 6., 470 terns. •r 306• Taproom 0`4()71: Ae,bal r' from rack )erne. M•7E,'ado. 6.115.s 7 :14. lcu a 1:11 a6..a1• 11.000 :Comber' 16.., re for 012 serest or PI" Top: 144 1071• Auk. 6" (am •444 n,. M.L. rad felbw1: 6lat-s/tadol at lotd 4 E01 a t.a1 14.000 31.I. Itatiml l t ilea). • (6.000 Mts. pp Ad.'s at mb•• 14000 N. r. s. 51950 03 11 0411111114 11001 0014 06400 6111144 11014 it • .17300 J"JA OIM 0011114 41K1 wawa 4n a7-AT)P AI X OR X X OR X ��`� ! pf o (As r I J C i ' 4 7 9 0 P L -15,91 " T ' Iu COMPARATIVE ANNL`9S FOR 76 MOH CASEMENT USING 059 A #J LO MASS. OCT FOR WALT MOMS) � P.O. B FL 34274 re 330 1117 1414/4. i 11ledes 1,4:11 tried, widow 11.115 4 10.100 (4 I 1461104 1 (1) 37.0 0 14) 48.000 (6) 4.001 (4 MOM 161 SONY (6) 53.118 (61 1.106 (6) 64101 IN 4001 (7) - 100.15 •101.60 -10.00 •10.01 • 1147 •8111 •1.:!0 • -57.54 • 3730 -5143 •51.03 •1191 .1134 -4411 •41.08 Ile 33313 (21 -10. •16+.10 •1000 •1x00 -11.61 •1111 -/1 4 167 .4141/ •8. .5117 •5!.17 •4937 +14.31 • 41.59 1 200 311.671 4)) -4331 + 41..01 - 67.07 • 6745 .44.18 •6614 - 63.50 • 65_50 -17.10 • 5710 •51.41 •31.01 -41.33 1 W -14.10 •1008 43.460 (1) . 11.13 -•7 - 1411 •4411 . 414 1 17.1) -0.76 • 4174 . 1111 •14:1 -41.11 111.43 •4131 • 4110 .1010 •1110 41.00 (1) -45,47 •6U7 - 4411 ♦41M -6171 •4411 -31.3.0 417.r41 - •47.41 - JS •4135 •71.11 4 11.15 , • 3991 431. 71 17i.d.1r „i 16000 11ledes 1,4:11 u.,...!..„,,,.... 11.115 4 10.100 (4 3140 (1) 41.601 (4) 4(400 (4) 1 43.000 (4) 10.070 111 52114 (0) 4.1.1 (1) I 69401 ;4) (21. • 10111 • 101.14 -1a00 • 1000 •1111 • 41.4 - 430 • 67.51 •51.60 • 17.41 .51.01 •5147 .1931 • • 0933 t -4000 •40.00 13.175 (11 -111.7.11 •101.10 •1000 • ►0010 •11.0 •4 1.6) -1753 •4150 -5710 • 5748 - 5147 • 511) -0133 •8118 -40.00 • 4400 50415 (71 • 6131 •6141 .11.1 - 67.03 •67.05 •14.18 • 0113 •12_53 • 4151 •5:lA 1 57.14 .5111 •511) .3511 +0.75 -41.10 • IoM 61.880 ('41 -17.13 I -4411 4 4411 - 45.41 •1548 • 12.53 •1171 .4121 .1311 - O4( •41.11 - 41.18 441.15 -NA0 •4608 41180 13) -0511 • 41.47 f l - 4411 •4411 -4117 + 4677 - 4240 • 4141 •411.0 • 111) - 4131 3 4135 -41.15 • 41.15 •31.91 •31.)1 I 117 :•I•• 141itb•1 11ledes 1,4:11 11.115 4 10.100 (4 1500/ (I) F 2L500 rn 30000 in 74.000 (7) - 1341 •12 -10.60 •00,01 -6254 •61.58 1 { -51.11 •5111 # • 40.73 + 14.72 11273 (11, •7517 -30.G -34:00 •50.00 I •1230 •17:58 -51.23 •51.26 71010 • 40N 10.05 (11 - 7447 4 71.0 •7137 •1217 -62.10 •41-30 I -1116 •51.26 -4041 •1014 63.108 (34 •53.33 • 53.17 -55.37 •51.14 -41.01 • 4(38 ( - 11.48 •4111 -1008 •31.14 (1.000 (2) • 244 +3731 •5:44 •499 -17.11 •414 0 -4177 • 3977 • 4041 •31.11 NYi.. 1(.gk. N ••de. \16/•La 18.115 (1) 20400 (l1 34.014 (3) -- 74_300 (). 10.0)0 (3) 6: - 7100 (2) - 03.3 •11.12 -10.00 •1041 -42. • 62.51 -51.71 •5L21 -10.72 •40.72 ILi13 (34 •)111 +88.41 • 9 • 30.00 -4111 •1131 -31.11 •51.14 •4011 +18.01 30.613 (31 - 7417 • 7E17 - 1137 •7231 - 12.58 • 6150 - 51.26 491.16 •4041 •441• 6] ON (1) • 5713 • 53.11 - 9917 • 5126 -48.04 •44.31 -44.40 • (112 -4000 4 17.74 • 36 » 6400 (11 -34.43 +51.13 1 •4111 +.),43 - 47.4 • Il • i6 - 4177 • 30.77 •10.0 0 raal v KIM 6OTC T••..ba•1.OBann 1141 .c 11••trv71.ds7 d Baton ••••710 Na (1.. Dry • leads baud • wCwlunn :ra*4164174s(poladGan Yak )3•E. .' 101 .0roip Leas bore/cnCaopvr:ts Mat w4311 aWrwTs14rnott \ ds r ••tars a. • • rd 6.410 r•.e -I cr 3! 6 Tapcw► 0T L:1 94/1•••• Nun. .rl l 1n. J'• (r.n e.rh rd .I n r sr .r u.2 ..1iu1lN (T•Id Oa u I a.n •1 cb S k.1. 4.4) s . •o al wart. , o' G call art..ta... mad as (0tln•t ►1.1. rpwi13 81 bc•d & sal al real • 16 000 Star. s i c.m; .t 1••cb•- 16070 N•a•bin.10'. au for I1) •••••7 at 1/ - farces,- . \0TL :1 sachet 1. 7 50 - ...toft 04. 0lmuti. �•. a4 1 .ra.rwin Rail) 3Abr. writs 411411 k 1.1171 te.t• 70.000 3164 q.ui.) *lia.bl. 21000 Xa3744 cart R•110atmn•3.43 74perti I((7TC3 ads. n4'• apart.J`Irvin tdaideofvu•Ii.r railere ry. A. ed . (Total .44 a.10• Br1110 )lcesRAU) 011. NZTL: 3.• r 1 41, tab 14 17111. Mac.an0 ss (odaan: 3ba fpu4s; ac bad 1 sill a real •• 14.001 ,t/a. spicing sr jamb, .• 14001 .a 11 •kn641.104 n/a rH2 J ltre.1a1R"T NOTE: 1 a•ck/r 1710`8 tub 04, a{ nice Rasnilare r•g•ire. (Teti! .12 141041041r418 114■L R.11). (1OTE1 Ambers I" 4 4.41. cast/. &1 ,4.. $411v1.s *141.1p4tr) Ind btia1 .1e1- 23.003 110. qualms .ljaakl 16.000 Anchors Y' fr• & ntk /.00I. Mac, aid 811016mq: 408800 IS C140MIC 114(01 4 1011N 111101 (11100) 4001 3411 n X OR X f'Ut'ik_3* x OR 0.i aatp j C0re• Ks•e Nn i .11wnv►etupa•.r.4r *orlon u &RE Perak. 0.•iMl••di basal sedrpsed•sAnal (pa e•tGlasTa111IiiE "Mein OWN teats load an Caa/arr And) d (b ad Water Too Prawn Wiser. IkgIIi 113001 pq MOOS ()j • ftl1 • 14442 11.435 (7_ - 4)443 4 NA06 N) 11051 • 104.00 -1114 •3144 -11.76 •/1.11 • NSS • 1433 71.014 (H) • 111.11 •161.44 • 1444 •11111 •3104 41191 • SUI •61)7 •1101 •5116 71.440 (1n •112.11 •11411 •.10 • 31.44 -11.10 . 71.01 - 13.11 •53.11. -51.17 • 1!.07 MIN (I) _ ) -1113 •U - 111) .RU • 6144 •4141 -1110 .41.44 • 4733 .47.17 ghats- 3 JIM 1 14.111 p 11 .1151 •41.01 ' -1434 -5444 -cW • 31.11 - 13.04 •NM • 01.00 1 -4172 •17.M 141371 1111 111011 (11) 111.100 (11) 4 471 -4)31 • 10.311 •V4 1)01 .4413 -44.71 . -10.00 • 41.01 • 3100 • 14.10 .1 r.e1 .31.60 .Iln •11.7. • 17.60 • 4744 I1tti440 (11) .44.73 •41,11 •4120 • ail - (1.41 • AM • AM • 3 101 -a0.01 . 4310 -1740 • 11.44 • 11.00 • 11.00 - 31.41 ♦ 31.44 • 15.44 • 31 01 154:3 Qj N•ankn Mora tut Itta u••• Sr Y 6• Toyama. 01'4 !garbs I 4 • • p. n, 1' rm. ta•614. .$.. u l,1 nil art amain* (Twat611swamiatcar&3kt*111i) Aa414.n 1• Ins= •aA ton' .,91.... .idnloll•,. 11.•.ar•ti4 bead iiA•trcat• 16440 111aa ap/d.3Mt1x1.4i111.1 teak. Etat • 11.x06 I•ta.. p.h1n:..4t• 14.20 IYWr 11.124 (1) 46.011 111 -1)043 • 17•,44 7330) (7) 7406 (7) • 111.11 •101.10) w330 .101.44 13.1' 111 •3141 +1113 u1ahw Walks X440 01 • U31 4 ii.MO 106373 (71 - •!130 1PLON (I) 311•2 111 -033 •13.13 -44.71 •01.73 11471 (14. .11131 •10140 -101.14 • 141.00 -0110 •33.11 -01.11 • I13) 1 -1101 •00.91 . •3131 11.171 11) -1131 •3111 - 11.11 •1111 -1).10 •7(.6x -41.11 •6111 - 31.44 4 51.00 -4110 •41)4 03406 0) •41.13 •11 -7f • SLII •54.11 - !3416 •57.10 •14.21 •4101 - UM •M.1. - 11.61 •1100 41.43 01 •44.51 •0063 -53.01 •1124 5347 •$1.41 -17.43 •4'.31 •10.44 •40.00 .31.44 .3710 •1740 .37(0 • -30.00 •3100 1tlelxan'1x11 are far all Krt•• v 144• Taltaa& 1407111sat14. 1.v cad ita /ar•ui.l uO artttp.irra (7aol l(2 sadists al 1011 11ett. ■A) A.CIMta 6• kola Lath caner. ?fa , aid 11l.II i at..spadal 110t.4 4r et at eal• 71.143 •Ls.'facia& at 1..1 i all at calla road• 33400 ILa.ap4cia= at Orals.. 11.000 • 13.33 •13.]1 - 44.71 •44.►; . 0744 • 1741 - • 4.04 •13.11 .1740 •3741 -31.01 •31.00 N.T.S -41.11 • lLt3 -32.40 •31.31 1*ON (1 -4641 •410 - /0.r •44-00 11.44 •44.00 -14.0 4 34111 - 1100 • )100_ 4/11111111 A x0011)aC 11610 111 31111 1.010 01 61*I41 1101 mum tom 0041 MUM 11143 anima is 47 - 4. 2.O 1 XOX XOX 1 ( 1 Ipre SS( efie_ogr F••� •••.••r- • awe •ter 1.r C 1 1 FR- 15351 9 • 1 0 ca11fPA1vA7711 ANALYSIS FOR 64 & H CASDIIM1 USING 3/1 E ANNEALED GLASS. (or FOR DAPAE7 *MOWS) P. •. BOX 1529 NOKOMIS, f7.. 34274 r,. 330 4 vatTAIII PM/f-fi iW1.' W4r711i Milli . 700 ' ANON. 10 g 10 TYP. CASEMENT ANCHORAGE klf .234; AK1C TYP. HEAD. SILL JAP..flit 1.250 BUM 112 Pt101EA0 I— Vs' Z4AcON NO C'SJN,C REO. TYP. HEAD SILL JAMB -- 1.230 I -- a/16" TAPE • NO CS1NK 1. 11000 730 —i 1-- aio Abur TYP. HEAD, SILL JAMB --1 1.250 • . 230 .730 I w kGGG' ►0170 MIX. War TYP. HEAD. SI41.. JAMB NOTE: REFERENCE TEST REPORTS & COMPARATIVE ANALYSTS SHEETS FOR ANCHOR SPACING & STARTING POINTS. s11sillt Is OMSK Kai m 10711 - rJ'.DK MIN Ma7l�bm `>( • 05/22/19988 12:10 2566700 METROOADE R.S PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Class Technology 155 Center Court Venice FL 34292 METROPOLITAN DADE COUNTY. FLORIDA METRO.OADE FLAGLER BUILDING PAGE 92 9UILDINQ CODE CDAIPUANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAOLER STREET MIAMI. FLORIDA 33130.1563 (305) 3752901 FAX (305) 975.2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 3774339 Your application for Product Approval of: PGT Aluminum Tube Mullions with Steel Reinfor+cemeni for Windows 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: Applicant, along with Drawing No. ¥9543, Sheets ! and 3 of 3 (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 arnmendments 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.:95- 1120.01 Expires :12/28/98 u o ' tguez 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: 12/28/95 Director Building Code Compliance Dept. -1- Metropolitan Dade County • 2 APPROVED : DEC 2 8 1995 EXPIRES 611 Oki 16. DEC '2 8 1998 1. DESCRIPTION OF UNIT 1.1 This approves a structural mullion system for the windows specified below, 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 PGT Aluminum Tube Mullions with Steel Reinforcement. To be uscd to support only Windows and Doors with a current Notice of Acceptance. 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists of an extruded aluminum rectangular tube of 1/8" wall thickness. Tube dimensions are: 1" x 2" with a 1/2 ".x 1 -1/2" carbon steel bar, 1" x 4" with a 1/2" x 3 1/2" carbon steel bar, Tube material is aluminum alloy 6063 -T5. Steel reinforcement is Fy s 36 ksi. The properties of the head, jamb or sill members are not added to the properties of the mullion. 2.2 Tested spccimen: 2.2.1 A top - and - bottom and side -by -side configuration, consisting of one I 11 " wide x 37" Fixed Glass Picture. Window unit over three 37" wide x 76"high Fixed Glass Picture Window units mulled together using l" x 2" alum. tube mullions with and without steel reinforcement. Overall dimensions: 9' 3.1/4" wide x 9' 5.1/4" long overall. (FTL -1161) 2.2.2 A top - and - bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 50 -5/8" high Fixed Glass Picture Window units mulled together using a I" x 4" horizontal and 1" x 2" verticals alum. tube mullions, with and without steel reinforcement. Overall dimensions: 9' 3 -1/4" wide x 7' 3 -3/4" long overall. (FTL -1164) 3. LIMITATIONS 3.1 This approval applies to structural mullions to be installed vertically or horizontally, as shown in Section 10. 3.2 Mullions are to be uscd only to support Windows and Doors, with a current Notice of Acceptance. 3.3 The maximum mullion span (length) shall be: 60" max. for Type C (1" x 2 ") mullion w /steel reinf. 111" max. for Type E (1" x 4 ") mullion w /steel reinf. 3.4 For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" for each mullion size Type B (1" x 2 ") mullion and Type D (1" x 4 ") mullion on Sheet 1 of 3, Drawing No. M95 -03, bearing the Dade County Product Control approval stamp. 3.5 For anchoring condition, see "Anchor Load Chart" for each anchor type (A, B or C) on Sheet 3 of 3, Drawing No. M95 -03, bearing the Dade County Product Control approval stamp. .` d Manuel Perez, P.E. Plans Examiner II Product Control Division ', . r •. Progressive Glass Tech/trilogy 1.0 t - % .► ACCEPTANCE No.: 95- 1120.01 APPROVED : DEC 2 8 1995 EXPIRES : DEC 2 8 1998 .41. :0 Okla tk 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 followir 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 th 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 tiling 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 f:,r 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, Z 2(a) through 2(d) and this last page 3. IS t ,1 1 ' 1 , • $ 1 I , 1 I 1 • Ifs 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. 1 1 . The spacing of fasteners at window sills shalt 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 shill 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, Cha. 36 of the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - i l l\ Manuel Perez. P.E. Plans Examiner 1! Product Control Division TYPICAL HEAD AND SILL ANCHORS FOR MULLED WINDOWS WITH MULLION CLIPS FOR SERIES: 4000 SM. 400 ATW, 200 NR, 6000 FIXED CLASS, AND 700 CASEMENT TYPICAL Pc.r MAIAKIN ir2 OR 1:4 is Jt*1 FOR /10 F.JL. SJLS iSF.° N01E /2 :C.R OM) NULL CLIP (SEE 7401E /1) NOM: 1. CUT N7ANCES 0fF OF HULL CUP TO FORM A tr- chvNEL AN0 TALL AS SNOMt 2 (2) SACS. ARE martm FOR CACTI SIDE N 2' MILLION SPACE SMLS AS NO7 TO MTERFER: MTM FACIE OTHER ON OPPOSITE SIPES OF Ngk.UDM SPACINS A SNOW FOR 4' ARRLNJL MULLION TO MULLION INSTALLATION TYPE 'A S AU. FASTENERS ANCHOtFNNO AML RIPS TO OPETANC. J1AK 3 16' TAPCON x J 1 6(OCJC STNIX URE U FASTEXT S MUST NF ALOE COUNTY APPRO4131 /10 Flt SNES (3) !Gn •' 4IUWON (t) FON 2' M14LNLW SEE MOTE 11. P.C.T. MULLION _ 142 OR 1.4 11 NOTE: J. (2) S.P.S. ARC NEEDED FOR EACH WE Of 2' YLA;LXNI SPNCE S.M.S. AS .MOT 10 WIERFERE IKON EAC31 OTHER ONE GFf'GSi7E SIDES OF NULUON. SPACWC S SHOIV N MR 4' 4FULUOIL NOTE: 1. (2) S.LLS ARE NEEDED FOR CAC* SIDE N 2' MLKLION PACE S.N.S. AS A07 TD IREKITIRE *1110 EACH 0714ER ON OPPOSITE SIDES OF NN4LJ01t SPACING IS SIHEMN FOR 4 MLRLIOK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TO CONC. TYPE "B". f 3) ONE SIDE 2J ON OPPOSITE tO FN. SAS (SO AS war m &TONERE NMI EACH 01)1111• SEF ►AOT2i P. 1 3 4 113R 1112 80TH / 334fOR 1 :4 1. ALL FASTENERS AAKNOPW MULL CUPS 70 OPONiG. SOL 3/16' CAPCON x 1 112' PENETRATLOM INTO CC44C. OR BLOCK STRUCTURE ALL FASTEJtERS MUST BE DADE COUNTY APPRObti0. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C ". I ss 5. 3 3/4 f0A 1.4 CO OM OPPOSITE � i 3/4 FOR Jag ISO AS NOT TO x970 FJtON OJMER SN]E t 1E 2 I /1' ROM ARRAS 2. ALL FASTENERS ANCNOINFIC MULL CUPS 70 Ct1ET1•NC. 401 3/14" ORLON x 1 1/2' PEJiETA4TLON PITO CONC. OR 6LOm STRUC14ZE AU. fASR?ERS lNUS7 BE DACE GO1NITY APPROVED. *000 BUCK wO00 BUCK 1(10 F. u. S Y. S. (3) 0 OR '" Mu..L W (2/ rim 2" M7AUON SCE 110TF /2. IMMO AI 07NLT IN WM ME CA AMONG ONE IR 37 OLINUNCE SI YYfi.Ci l! -I+ . /f0 F.N. SACS (3) TOR 4 "12*2JON (2) FOR 2' 411A.L N SEE NOTE 12. D1VC./ 093 -03 MULLION MK3i0RWC CONDITIONS SHEET 3 W 3 12/11/35 GOi LLi 1 770 1L. lrJ LUDO f GG • guality Accuracy Assurance Fenestration Testing Laboratory, Inc. 848 West 18th Street Hialeah. r:w:dc ,;jOi6 7728 MANUFACTURER: Vinyl Tech /P.0,T. ADDRESS: 248 James Street Venice, Florida 34292 SPECIFICATION CONFORMANCE TEST REPORT DESCRIPTION OF SAMPLE TESTED SEALANTS: Frame corners were sealed with clear colored sealant. rMUt GO Cert. No. 94- 0808.08 Lab. Number 1164 Pile Number 95.116 April 25, 1995 Report Number 26 Page 1 of 4 Reissued: 8 -21 -95 L -1436 SPECIFICATIONS: Metro Dad. County Protocol PA 201, PA 202 and PA 203 TEST SAMPLE SIZE: 9' 3 1/4" by 7' 3 3/4" high SERIES: 6000; AluminuM Fixed Windows mulled together NO. s SIZE OF 'IXED LIGHTS: Four: top three, 37" by SO 5/8" high, (clear opening of each, 34 3/8" by 48" high); bottom, 111" by 37" high, (clear opening, 108 3/8" by 34 3/8" high). GLAZING MATERIAL: 3/16" annealed using Dupont laminated film. GLAZING METHOD: Exterior glazed using foam tape and extruded aluminum glazing bead, secured with No, 10 by 1 1/2" installation screws. WEHPHOLZS: None MUNTINS : None MULLIONS: One horizontal mullion, 1" wide by 4" deep by 111" long. Two vertical mullions, 1" wide by 2" deep by 50 5/8" long. REINFORCEMENT: One 1/2" by 1 1/2" steel bar, full length, inside each vertical mullion. One 1/2" by 3 1/2" steel bar, full length, inside the horizontal mullion. comma CONSTROCTION: Butt joints: frame corners secured with two No. 10 by 3/4" sheet metal screws. ADDITIONAL DESCRIPTION: Flange type frame. One 1 5/8" wide by 5 1/2" long by 2" hat shaped aluminum angle at each end of each vertical mullion and one of same except 4 3/8" wide at each end of horizontal mullion. Each angle secured through mullion into 2" leg with four No. 10 by 3/4" sheet metal screws. Each vertical mullion secured at bottom to horizontal mullion through angle with four No. 10 by 3/4" screws; horizontal mullion and top of vortical mullion secured to test buck through angle with four Na. 10 by 1 1/2" sheet metal screws. 05/22/1998 12:10 2566700 PSS PAGE 06 UNIT INSTALLATION: Unit tested in 2 X 12 wood test buck with a 2 X 4 pressure treated wood buck strip, installed with * single row of No. 10 by 1 1/2" sheet metal screws. Title of Test Unit A • 1: Uniform Design Load Test (ASTM 8330) (Vertical ) .U1.ion) . Exterior Load . Interior Load Actual Deflection Permanent deformation Uniform Design Load Test (ASTM 8330) (Horizontal Mullion) - Exterior Load Interior Load Actual Deflection Permanent deformation Missile Impact Test: Impact Location Horizontal mullion Lower corner Vertical mullion Cyclic Wind Load Test: . Exterior (Positive) Pressure Range Cycles Duration (Pmax.60.0 pef) (seconds) 0.2 tO 0.5 3500 1.0 0.0 to 0.6 300 1.0 0.5 to 0.8 600 1.0 0.3 to 1,0 100 1.0 Interior (Negative) Pressure 0.3 tO 1,0 50 1.0 0.5 to 0.8 1050 1.0 0.0 to 0.6 50 1.0 0.2 to 0.5 3350 1.0 DESCRIPTION OF SAMPLE TESTED TES? RESULTS Missile Velocity 49.8 ft. /sec 49.9 ft. /sec 50.3 ft. /sec Measured 60.0 psf 60.0 psf 0.131 inches 0.118 inches 50.0 psf 50.0 par 0.483 inches 0.030 inches Deflection 1/8" 3/4" 3/16" M•ssured • Cert. No. 94- 0808.08 Lab. Number 1164 File Nuunber 95 -116 April 25, 1995 Report Number 26 page 2 of 4 Reissued: 8 -21 -95 L -1436 Deflection vertical 0.481" Deflection horizontal 0.772" Deflection vertical 0.381" Deflection horizontal 0.530" 1 76.000 MAX. 1/17/94 3/16" x 1.5" TACONS -- OR EQUIV. OR 170 x 15" INTO APPROVED EXSISTING WOOD. (2 EACH) ATW WINDOW S.H. WINDOW 37.000 MAX. 1 i Farfekt) Re ii. P.E. D s tnc. MULTI -- WINDOW - n CTAIL FOR 3 WINDOWS (QUAUFIES 2 WINDOWS SAME SIZE ATTACKED SAME WAY.) WINDOWS FASTENED TO MULL WITH /8 x 1 1/4 TEK SCREW 6" FROM EACH CORNER 24" ON CENTER. AIW WINDOW S.H. WINDOW 2" x 2" x .125 ALUM. ANGLE 37.000 MAX. 171.000 MAX. 4 1 h 1 x 4 x 1/8 MULL OR 1 x 2 x 1/8 MULL WITH 1/2 x 1 1/2 STEEL INSERT. ATW WINDOW de S_H. WINDOW #10 SHEET METAL SCREW (1 EACH SIDE) 37.000 MAX. QUALIFIES 2nd FLOOR ASCE -7 OR UP TO • • BUILDING CODE COMPLIANCE OFFICE METRO•DADE FLAGLER BUILDING 140 wEST FLAGLER STREET. SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI FLORIDA 33130.1S63 (305)375.2901 FAx (305) 375.2908 Clopay Corporation 312 Walnut St., Suite 1600 Cincinnati OH 45202 Approved:08 /21/97 Acceptance No.:97- 0124.02 (Revises No.: 95- 0316.11) Expires:08 /21/00 in 'd Your application for Product Approval of: 2" EPS Sectional Door 9' Wide under Chapter 8 of the Metropolitan Dade County Cod of Alternate Materials and Types of Construction, and compietely described in the plans, specifications and calculations as submitted bv: Applicant, along with Clopay Building Products Co, drawing # 101703, last revision on 07/08/95, signed and sealed by M. W Westerfield P.E. (For complete listing, see Section 7 of this Notice of Acceptance) 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 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. THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE PRODUCT CONTROL DIVISION a (305) 375.2902 � FAX (305) 372.6339 Raul Rod'Eiguez Product Control Supervisor 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. t ar es anger, Director Building Code Compliance Dept. Metropolitan Dade County Internet mail address: postmaster (etbutldingcOdeOnline.cnm OPrk Hnmor.ana htte. if h,..1,4 ,i....,.... , ' 1'_111 .97. W:60 Track ' Skin End Stile Center Stile End i Center Hinge i Hinge Horizontal Reinforcement Shape [ frequenc 16 GA I Double 27 GA 18 GA N/A 14 GA i 18 GA 3" x 20 GA. U ! 2 /Section Clopay Corporation ACCEPTANCE NO: 97 0124.02 1.0 DESCRIPTION: 2.0 USE: APPROVED : NIG 2 1 1997 EXPIRES : AN 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves sectional door 9' -0" wide x 8' -0" through 6' -6" high made out of steel, drawing quality Grade 26,000 PSI (ASTM A528) galvanized coating of G60 (ASTM A525) finished with baked on polyester coat. The door shall be constructed and reinforced as detailed in the approved drawing r10I703 This door is approved for a maximum design pressure of +48PSF and —60PSF and its use is restricted to this pressure. The door passed the impact and cyclic test; therefore it does not require hurricane protection devices. The door shall meet the burglar' security requirement of section 3603.2(c)2(aa) of the South Florida Building Code. The door operating mechanism (not included in this approval) shall be certified by Underwriters Laboratories or other recognized agency. .— Candido Font. PE. Sr. Product Control Examiner Product Control Division CO 'd , ' 1S I (1 ...d0 - 13 Ot' : 6E1 866 t - 9�.- ,lU.•J Clopav Corporation ACCEPTANCE NO: 97- 0124.02 APPROVED : AUG 2 1 1997 EXPIRES : A08 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.0 INSTALLATION: 4.0 CONDITIONS OF USE: The door shall be installed as shown on Drawing 4101703. Wood in contact with concrete or cement shall be treated with an approved preservative as set forth in paragraph 2913.2(a)1 or shall be of a durable species as defined in subparagraph 2913.2(a)6(aa) of the South Florida Building Code. Installation of 2" x 6" wood jamb required a'' /4" x 3'/4" 1TW tapcon and 1 "0 x 1/16" thick washer @ 8" from bottom & 16" oic with a minimum embedment of 1'/4" into 2000 PSI (minimum) concrete or grout filled concrete block or 3/8" x 4" Rawl lokJoolt and 1" 0 x 1 /16" thick washer @ 8" from bottom & 24" o/c with a minimum embedment of 1'/z" into 2000 PSI (minimum) concrete or grout filled concrete block. Installation of track requires a 5/16" x 1'A" wood lag screw at each track and flag bracket as shown on Drawing #101703 with a minimum embedment of 1 - 1/16" into 0.55 SG Southern Yellow Pine PT 2" x 6" wood jambs. Application for Building permit shall be accompanied by duplicate prints of the approved Drawing 4 101703 bearing the approval stamp, Notice of Acceptance number and date by the Dade County Product Control Section along with computations prepared by a qualified Florida Professional Enttineer or Architect verifying the adequacy of the door at each site. The shop drawing shall bear the siiznature of the Architect or Engineer with the following statement "The supporting structure has been designed for the forces shown on the approved manufacturer's drawing. Application for building permit for replacement doors shall be accompanied by duplicate prints of the approved Drawing 4101703 bearing the approval stamp, Notice of Acceptance number and date by the Dade County Product Control Section. Also the building official must be satisfied that the proposed installation meet the use of Section 2 above. -2a- Candido Font, PE, Sr. Product Control Examiner Product Control Division A31(13W 'IS!Q Md0T i 01?:6 0 8661- 9.17- »iN , •Cfopav Corporation ACCEPTANCE NO: 97- 0124.02 • 5.0` LIMITATIONS: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested (according to ASTM E -8) by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the test reports with confirmation that the specimens were selected from coils at the manufacturer's production facilities and a notarized statement from the manufacturer that only coils with a yield strength of 26,000 PSI or more shall be used to make door panels for Dade County under this Notice of Acceptance. 6.0 IDENTIFICATION: d APPROVED : 2 1 1997 EXPIRES : AUG 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS All approved products shall be permanently labeled with the manufacturer's name, city, state and the following statement: "Dade County Product Control Approved ". 7.0 EVIDENCE SUBMITTED: Test Report CTL #986B . - \TL #1112.02-96 Calculation Mark Westerfield Drawing Clopay B.P. Co. Test Date ASTM E -8 12/16/96 PA 201, 202 & 203 11/14/96 Date Signature 01/10/97 M. \V. Westerfield, PE Number 101703 -2b- /',31Q31.1 ' 1S 1 a ,',HdO 1:1) Signature R. Patel. PE W. Mehner, PE Last Revision Signature 07/08/97 M. W. Westerfield, PE ndido Font, PE, Sr. Product Control Examiner Product Control Division Tt :6Lt 866I- 9' -)'JL1 a k C4opav Corporation ACCEPTANCE NO : 97- 0124.02 APPROVED : AUG 2 1 1997 AN 2 1 2000 . . EXPIRES NOTICE OF' ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been fled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 3. 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. 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) lithe 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 scaled the required documentation initially submitted, is no longer practicing the engineering professions. 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 need not reseal thc copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains paces 1, 2. 2(a) through 2 (b) and this last page 3. items 10, 11 & 12 listed below only apply to glazed products 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 windowsills 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 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of thc South Florida Building Code. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE . I i] ,l,Hdi tl ! T h : 6Et 866 T )±!®JAS 2200 2201, 2300, 2301- 2400 2401_4200. 4300_ 4301 4400__4401 HOG 1 / r WOWS 6 ti - ' ` 4 - - -•4, - it R0uf04COa(1.'f PLATES ATTACHED 10 000R 51(01 1141 PATENTED TOGA -10C SYSTEM (10T NSIBIE 14.054 0LR40t) 1 (2) IMERP X(lPTE REYIFORCEMEH1 G - t.-I PITIES PER 5405)0.1 *754 400 115TH TO OC 5257911 (NOT v19eLi emu 0411510() - / 1lt56YL_LlE1E .1(4i L LOCAIIOH OF 04710.'45 VENTS 1 n 1( OP1E.1 p 0 GO e; - 1' 00025 4'd 1904 CONSIST OF 14 SECTIONS; 11 r 01 21' 9 (2) Of t d_ 000115 TO NCH 0.15151 OF 4 SECTIONS; Of 2_ COORS V4 1401 CONSIST OF SECTIONS; Of 1$'_ 00065 *'d NCH CONSIST Or 3 `590(015; of 2r a, (3) OF 18' 080E_2 SUPPORTING STRUCTURAL ELEMENTS SNAIL 64 DESIGNED Bt 4 010615 8806 P8806 Pl ENGINEER TOR W0 LOADS 5N17A74 ON 0415 ORAVIONC X5( MNE 1((( 5 G'LV. STEEL TR./0C. T4At34 THICKNESS: 1151 TS G CALM STEEL FLAG *RACKET EACH 145104(0 TO 4000 .14101 B WON 0) Vidal-VW 4000 LAG SCREW.. 1740 POW WOWS TRICK PER WIC 34100.2. s ( E410 ir 9qi. AGENL,a 01 0004) SIDES (SEE LOCK OPTIONS.) HORIZONTAL TRACK SUPPORT Br INSTALLER STALLER (TO SUIT) TIP. 2- 1/7• RA 12 CA. C*LY_ STEEL BUCK &RACKET. o 7 0 RERC1ORC(MEM PLATES ATEACRED TO 0004 SKIN WONT!) LNNE D TO C - L -LOA: (4101 YS *Lt (RCN 00 0 750 (2) 04rts04 01465E REP1r0RCEu0:1 PUTES / PER SECT* .'. ArmaRED w/ 50� -t -LOO Sl•51(14 (H01 VISIBLE 1141'. ors .c - WX 0004 •4107.4 ! O' 11150 1.143: LOCA 01 0100169 VENTS INSTALLER 160091 4200 ___ 4300 4400 4401 4301 4310 SUe( 00LT LOCI( ENGAGES INTO YEXTICAL TRACK. 0449 LOCK COI EACH 5401 Or 0.'`09 (44509 5SLGL IOU r1OK 9PIL0U 2.4 4000 JAMB-. 12 CA 6604. STUB TRAY 0RAC16ET 1I3TEH60 TO *000 JAMB MITE 4144E 5 /16'd -3 /d 4000 LAG SCREY PEA BRACKET. 2 CALM. STEEL 174AC1 - FAST(HEO 70 TRACK 8907115. EACH BRACKET ATTA0110 167TH 01(7. 1/(.3/r BOLT & HUT 44 140 1/4 441975. JAMB CCd1]GL __. PHEPI$SIl �L 183fl5�8L11ME8i -. SIT 410 >►c[ O(7At 311 ORO. H4+A 1190 PORN: LC6*INC MO TRACK PER Srec .40).2 S /e IAN. EN'.dItC1 707 Of 0004) 51095 (SEE LOC4 OP0ONS) 141E 2x41 5E4T0CAL 4000 ,WEBS ARE TO 66 GRADE 2 OR 6ET1ER 'ELEOV PHIL NO IAA) 5 TRANSFERRED TO 116 RowZ0 2". ((T70Q0) JAMB. ALi JANE FASTENERS 1161 8E (*U( NOT REQE)RED) 07(14191470146 10 490410E A 411.4511 00114/01/0 504669E 5T0P MOULOI00 B9 0.301: NS(4(Lf11 (TO SINE) 18 GA G11V. SITU. ENO SERE (040 STILES HELD Efr 41161 •.1C4LV5) -Y Sr1.14 00(449. 0.0510E - -._ BE1T0 19WD(E PKTM1 140041 _ _ OESGOPT70N __... __- /l00 21 CA EXTERIOR SKIN 1RAEM731UL 101590 PANEL loc. 2307 27 CA 04(94109 510111()EECANI RAISED PANEL 2400 2+ CA EXTERIOR SKI(; ELECA3( RASE) 2201. 2401 24 CA MEMOS 59444 ELLSH PANEL 2.101 21 CA. 91TERIOK Slow, FLUSH PANEL NLA 21 Ga. EXMOOR SRO,: *N5(0 %WE (ANEL 491 CA. NAN. GILV. 51140 (ENTER 91140 (.1114;10 10 IyyDE SKIN W /(4( EACH 11x3 /Y 501E1 NMI. SCRAMS 54 C4. GAY. 5191 ENO TYNE (457(1190 10 EAO STILES '4/ :4) (AG1 •14x5 /47 SHEEN 54R#. SCRL15 AIN (U 1 /4'.'7./4 Ulf 1APP9.: 5C4Zw5 SNAP EATON EK04LES 01670 40R(KX 1PACK ONE SNAP lAT01 ON EACH 510E or 0009 EH) 21119 (15109 !UNCLE ZUSE..KIIWQ tins 560�1.6106 1-X6. 4[ 101) 14 GA ENJLeL T0u5U1 AND GROOVE JORTS 27 GA 21N. (XTE404 STEEL SKY' (1471. *1(10 STRENC159 26 x51. 0466iNC CAWITT) MTM1I 4-60 CA.V., **4790 -ON Pouts - 1TR PAL4(E0 TOP 0001 APIILLE0 TO 8470 S4OCS CF Snit 51x1. 2.6 10100 .1668 CAN SC "44140RED 10 GROUT 4UNrORC(u BLOCK WILL OR 0074(RETE COW►H4. SL00! COLS 51411 BE 141(0 41M COKCRft AND REINFORCED TA04 COMC'UOUS '044 EM(N01NC INTO THE (4011,40 AND MO 44 604501. moms GH 8E 1/4' 41 -5 /i ENO E0 76400.1 CONCAVE 1/1010045 51AR1INC AT NO LIME OWN 6' FROM 9OT10151 RA0 td O.C.. Qg WOH 3/0*.4 (1 - 3 /i 1143(0) KARL LOK /0011 5.'09144 31694 v C AT 970 6041E 1w11 L FROM 9011041 110 21 0.41. DESIGN (9010 ER: N7JO4 N WFSTERRLLD 1L0660R RE05(11A11ON Nu. MEUWOCAL (46(40(10116 s Clopay Building Products Company__ - - 46493 (4) 1•4•5 311(47 Nit-241 SCRE•Y -- 54107s1( !441(0 CHA.Y141 1(4714.7(5 FRON! AND EL4CC 5471.' OF 0004 - .2' MK)4 •• ALDLomuU IORUSICW a, 51.01, w5.T 1!66KE4M1E NWI - 14 CA NITER. 74NCES USED *1 24 CA U:TLRKIR SAN 000.1 400(16 916449 KAMM PROCK(S CCUPIYR 31) 4411401 S705L1 1•/14/06 RE SW 1600 (Mrp444TE 01110 4520? (313) 3561 - 441,0 _l- 1.95' TDOC1(. 10 0(.445109 (CPAN0E0 PQr5(SRE1.Y FOAL, 19SUtAT10N 4Aw(4A1E0 (SUPR1F0 8Y EACAON IJAIPJ1AG'I/WC) TO 00(14 9X154014 4W0 INIEIlOR SR PIS LM. •-- 12 G4 CA SO..6 COP RQ1ER BRACKET. EACH MIAOW MIA4 ATFAC1100 W /( f 1 475/0 s15991 MET#. SCREWS. 5L.SI)D81 11-:4 14 64. 6ALY_ 591E 4400 N4NGE. EAC44 (AS1EN(6 TO CAD Slurs T4 /(4) /14.5/r 99E2 METAL SCREWS A*N1 (41 1/4 SE1f 1AfFINC SCREWS ` 3' fALL x 20 CA. CAL,. 4414 STEEL 16. 1110 PER 411 (1404 141 (6) 590110t/ 4'33/14 R1 TACl1(0 341,6 (*PIING SC*654 PER 4.1-644.1-6411. -&. \ (2) ON fAC4 END & (2) •1 CEN1(R (41NCE LOCATION. 21 G. 1410.2102 STEEL SKM (04AwNC (4411477) wait *E 6 - GALV.. 8AKE0 -ON PR0R A.�O A 66x90 -044 6(41(5148 PAINTED 104 (061 4PPLF0 TO 00744 510ES 01 514EL SKr( 11 GA 0ILY. STEEL BORON BRACKET. f14 ATLAE0 461TH (2) J14.5 /4' 5HEE1 L(744. SCREWS. { fA OESIGN 1 LAOS: +45.0 P.' f 14 -6110 PS(. 7151 i u. +OS: +72.0 P51 do • 90.0 PSF. IIPPO.OYED AS OOMP(YING YWITB THE SO RORi A MOOING COOS 87_ UC _.1r__ 0). 0i44,o.54 BOTlOI: G COD( COMPILIUXE ORIC1 Act 0 111490E no cr/ 12 P101 1 -.2 alnerr/1/1 T ua7 � 141sr q15 - -- -- .. - - vole a a C/71 . . 2 2400101 . P40 4129 4300101+310 4400M1_ . ...0 / jZ - - -� -- ++ 401 )O3 0 • LA - r' i 110. «_ _ill iri (saooa soU.3$ 3•) n r Isom LOOa •XMi - IME111.11411•14111! AK_ c_114 �- i Ell � - - - - 4661. 0008 IIOTH - 9' -0' -- )±!®JAS 2200 2201, 2300, 2301- 2400 2401_4200. 4300_ 4301 4400__4401 HOG 1 / r WOWS 6 ti - ' ` 4 - - -•4, - it R0uf04COa(1.'f PLATES ATTACHED 10 000R 51(01 1141 PATENTED TOGA -10C SYSTEM (10T NSIBIE 14.054 0LR40t) 1 (2) IMERP X(lPTE REYIFORCEMEH1 G - t.-I PITIES PER 5405)0.1 *754 400 115TH TO OC 5257911 (NOT v19eLi emu 0411510() - / 1lt56YL_LlE1E .1(4i L LOCAIIOH OF 04710.'45 VENTS 1 n 1( OP1E.1 p 0 GO e; - 1' 00025 4'd 1904 CONSIST OF 14 SECTIONS; 11 r 01 21' 9 (2) Of t d_ 000115 TO NCH 0.15151 OF 4 SECTIONS; Of 2_ COORS V4 1401 CONSIST OF SECTIONS; Of 1$'_ 00065 *'d NCH CONSIST Or 3 `590(015; of 2r a, (3) OF 18' 080E_2 SUPPORTING STRUCTURAL ELEMENTS SNAIL 64 DESIGNED Bt 4 010615 8806 P8806 Pl ENGINEER TOR W0 LOADS 5N17A74 ON 0415 ORAVIONC X5( MNE 1((( 5 G'LV. STEEL TR./0C. T4At34 THICKNESS: 1151 TS G CALM STEEL FLAG *RACKET EACH 145104(0 TO 4000 .14101 B WON 0) Vidal-VW 4000 LAG SCREW.. 1740 POW WOWS TRICK PER WIC 34100.2. s ( E410 ir 9qi. AGENL,a 01 0004) SIDES (SEE LOCK OPTIONS.) HORIZONTAL TRACK SUPPORT Br INSTALLER STALLER (TO SUIT) TIP. 2- 1/7• RA 12 CA. C*LY_ STEEL BUCK &RACKET. o 7 0 RERC1ORC(MEM PLATES ATEACRED TO 0004 SKIN WONT!) LNNE D TO C - L -LOA: (4101 YS *Lt (RCN 00 0 750 (2) 04rts04 01465E REP1r0RCEu0:1 PUTES / PER SECT* .'. ArmaRED w/ 50� -t -LOO Sl•51(14 (H01 VISIBLE 1141'. ors .c - WX 0004 •4107.4 ! O' 11150 1.143: LOCA 01 0100169 VENTS INSTALLER 160091 4200 ___ 4300 4400 4401 4301 4310 SUe( 00LT LOCI( ENGAGES INTO YEXTICAL TRACK. 0449 LOCK COI EACH 5401 Or 0.'`09 (44509 5SLGL IOU r1OK 9PIL0U 2.4 4000 JAMB-. 12 CA 6604. STUB TRAY 0RAC16ET 1I3TEH60 TO *000 JAMB MITE 4144E 5 /16'd -3 /d 4000 LAG SCREY PEA BRACKET. 2 CALM. STEEL 174AC1 - FAST(HEO 70 TRACK 8907115. EACH BRACKET ATTA0110 167TH 01(7. 1/(.3/r BOLT & HUT 44 140 1/4 441975. JAMB CCd1]GL __. PHEPI$SIl �L 183fl5�8L11ME8i -. SIT 410 >►c[ O(7At 311 ORO. H4+A 1190 PORN: LC6*INC MO TRACK PER Srec .40).2 S /e IAN. EN'.dItC1 707 Of 0004) 51095 (SEE LOC4 OP0ONS) 141E 2x41 5E4T0CAL 4000 ,WEBS ARE TO 66 GRADE 2 OR 6ET1ER 'ELEOV PHIL NO IAA) 5 TRANSFERRED TO 116 RowZ0 2". ((T70Q0) JAMB. ALi JANE FASTENERS 1161 8E (*U( NOT REQE)RED) 07(14191470146 10 490410E A 411.4511 00114/01/0 504669E 5T0P MOULOI00 B9 0.301: NS(4(Lf11 (TO SINE) 18 GA G11V. SITU. ENO SERE (040 STILES HELD Efr 41161 •.1C4LV5) -Y Sr1.14 00(449. 0.0510E - -._ BE1T0 19WD(E PKTM1 140041 _ _ OESGOPT70N __... __- /l00 21 CA EXTERIOR SKIN 1RAEM731UL 101590 PANEL loc. 2307 27 CA 04(94109 510111()EECANI RAISED PANEL 2400 2+ CA EXTERIOR SKI(; ELECA3( RASE) 2201. 2401 24 CA MEMOS 59444 ELLSH PANEL 2.101 21 CA. 91TERIOK Slow, FLUSH PANEL NLA 21 Ga. EXMOOR SRO,: *N5(0 %WE (ANEL 491 CA. NAN. GILV. 51140 (ENTER 91140 (.1114;10 10 IyyDE SKIN W /(4( EACH 11x3 /Y 501E1 NMI. SCRAMS 54 C4. GAY. 5191 ENO TYNE (457(1190 10 EAO STILES '4/ :4) (AG1 •14x5 /47 SHEEN 54R#. SCRL15 AIN (U 1 /4'.'7./4 Ulf 1APP9.: 5C4Zw5 SNAP EATON EK04LES 01670 40R(KX 1PACK ONE SNAP lAT01 ON EACH 510E or 0009 EH) 21119 (15109 !UNCLE ZUSE..KIIWQ tins 560�1.6106 1-X6. 4[ 101) 14 GA ENJLeL T0u5U1 AND GROOVE JORTS 27 GA 21N. (XTE404 STEEL SKY' (1471. *1(10 STRENC159 26 x51. 0466iNC CAWITT) MTM1I 4-60 CA.V., **4790 -ON Pouts - 1TR PAL4(E0 TOP 0001 APIILLE0 TO 8470 S4OCS CF Snit 51x1. 2.6 10100 .1668 CAN SC "44140RED 10 GROUT 4UNrORC(u BLOCK WILL OR 0074(RETE COW►H4. SL00! COLS 51411 BE 141(0 41M COKCRft AND REINFORCED TA04 COMC'UOUS '044 EM(N01NC INTO THE (4011,40 AND MO 44 604501. moms GH 8E 1/4' 41 -5 /i ENO E0 76400.1 CONCAVE 1/1010045 51AR1INC AT NO LIME OWN 6' FROM 9OT10151 RA0 td O.C.. Qg WOH 3/0*.4 (1 - 3 /i 1143(0) KARL LOK /0011 5.'09144 31694 v C AT 970 6041E 1w11 L FROM 9011041 110 21 0.41. DESIGN (9010 ER: N7JO4 N WFSTERRLLD 1L0660R RE05(11A11ON Nu. MEUWOCAL (46(40(10116 s Clopay Building Products Company__ - - 46493 (4) 1•4•5 311(47 Nit-241 SCRE•Y -- 54107s1( !441(0 CHA.Y141 1(4714.7(5 FRON! AND EL4CC 5471.' OF 0004 - .2' MK)4 •• ALDLomuU IORUSICW a, 51.01, w5.T 1!66KE4M1E NWI - 14 CA NITER. 74NCES USED *1 24 CA U:TLRKIR SAN 000.1 400(16 916449 KAMM PROCK(S CCUPIYR 31) 4411401 S705L1 1•/14/06 RE SW 1600 (Mrp444TE 01110 4520? (313) 3561 - 441,0 _l- 1.95' TDOC1(. 10 0(.445109 (CPAN0E0 PQr5(SRE1.Y FOAL, 19SUtAT10N 4Aw(4A1E0 (SUPR1F0 8Y EACAON IJAIPJ1AG'I/WC) TO 00(14 9X154014 4W0 INIEIlOR SR PIS LM. •-- 12 G4 CA SO..6 COP RQ1ER BRACKET. EACH MIAOW MIA4 ATFAC1100 W /( f 1 475/0 s15991 MET#. SCREWS. 5L.SI)D81 11-:4 14 64. 6ALY_ 591E 4400 N4NGE. EAC44 (AS1EN(6 TO CAD Slurs T4 /(4) /14.5/r 99E2 METAL SCREWS A*N1 (41 1/4 SE1f 1AfFINC SCREWS ` 3' fALL x 20 CA. CAL,. 4414 STEEL 16. 1110 PER 411 (1404 141 (6) 590110t/ 4'33/14 R1 TACl1(0 341,6 (*PIING SC*654 PER 4.1-644.1-6411. -&. \ (2) ON fAC4 END & (2) •1 CEN1(R (41NCE LOCATION. 21 G. 1410.2102 STEEL SKM (04AwNC (4411477) wait *E 6 - GALV.. 8AKE0 -ON PR0R A.�O A 66x90 -044 6(41(5148 PAINTED 104 (061 4PPLF0 TO 00744 510ES 01 514EL SKr( 11 GA 0ILY. STEEL BORON BRACKET. f14 ATLAE0 461TH (2) J14.5 /4' 5HEE1 L(744. SCREWS. { fA OESIGN 1 LAOS: +45.0 P.' f 14 -6110 PS(. 7151 i u. +OS: +72.0 P51 do • 90.0 PSF. IIPPO.OYED AS OOMP(YING YWITB THE SO RORi A MOOING COOS 87_ UC _.1r__ 0). 0i44,o.54 BOTlOI: G COD( COMPILIUXE ORIC1 Act 0 111490E no cr/ 12 P101 1 -.2 alnerr/1/1 T ua7 � 141sr q15 - -- -- .. - - vole a a C/71 . . 2 2400101 . P40 4129 4300101+310 4400M1_ . ...0 / jZ - - -� -- ++ 401 )O3 0 • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 1° Job Address /2-9( N 8 UkA Folio Legal Description Historically Designated: Yes No /Y / Tenant /�A.c; 4 74- 4 C `Z2_ Master Permit # 41O 7a 0 Owner's Address / (:)-q / v G ? i 4 s`'teu Phone 305 2 S' o- Contracting Co. — Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Address Architect/Engineer Bonding Company Address Mortgagor Address Permit Type (circle one): II.DIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION G g a , Square Ft. Estimated Cost (value) ( p 0O 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 re _ lating constructi n and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Signature of Contractor or Owner- Builder Date Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner- Builder Date My Commission Expires: FEES: PERMIT il ia RADON My Commission Expires: C.C.F. 7 NOTARY ( • BOND '/� ' 6a TOTAL DUE APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering METRO•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 155 Center Court Venice FL 34292 Your application for Product Approval of: Series 6000 Aluminum Fixed Window 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: Applicant. For listing, see Section 8 of this Notice of Acceptance. Phis 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 :ompliance 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 6P such testing will be incurred by the manufacturer. \cceptancc No.: 94-1031.02 Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Expires:10 /31/98 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. A,'proved:12 /28/95 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Director Building Code Compliance Dept. Metropolitan Dade County Progressive Glass Technology ACCEPTANCE No.: 94- 1031.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum fixed window designed to comply with South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 - 88 "Minimum Design Loads for Buildings and Other 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 6000 Aluminum Fixed Window 1.3 Overall Size 10' 0" wide by 5' 0" high by 2" deep 1.4 Configuration 0 - 1.5 No. & Size of Vents One „with a clear opening of 117 1/4” wide by 57 5/16" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Material Construction: Aluminum alloy 6063 -T5. 2.7 Glazing 2.2.1 Glazing Material 3/16" tempered glass. 2.2.2 Glazing Method Interior glazed using a clear colored adhesive bedding compound and extruded aluminum glazing bead with foam between glass and bead. Glazing bead secured with #10 x 2" installation screws. 2.2.3 D. elite Opening 117 1/4" wide by 57 5/16" high. 2.3 Frame Construction 2.3.1 Head : Consist of leg height .844" exterior and .844" overall interior face by 2" deep and .062" wall thickness aluminum extrusion. 2.3.2 Jamb : Same as head. 2.3.3 Sill : Same as head. 2.3.4 Corner construction: Butt joints, frame corners secured with 2 - #10 x 3/4" pan head sheet metal screws. 2.4 Sash Construction N/A 2.5 Weepholes None. 2.6Muntins None. 2.7 Reinforcement None -2- Manuel Perez, P.E. Plans ExaminerII Product Control Division DEC 2 8 1995 : • OCT 3 1 19 9 8 '1 Progressive Glass Technology ACCEPTANCE No.: 94- 103L02 4. INSTALLATION: 4.1 Screws and Method of Attachment NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS - 2a APPROVED EXPIRES DEC 2 8 1995 : OCT 311998 2.8 Additional Description Frame corners and installation screws sealed with aluminum sealant. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown on Section 10. 3.2 Units with dimensions smaller than those shown on Section 1.3 shall qualify under this approval. SILL : Single row 410 x 1 1/2" flat head wood screws, 6" from corners and 12" o.c. apart. HEADER : Single row #10 x 1 1/2" flat head wood screws, 6" from corners and 12" o.c. apart. JAMBS : Single row #10 x 1 1/2" flat head wood screws, 6" from corners and 12 1/2" o.c. apart. 1 te: Please see note #11. Page 3 4.2 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be rpade 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 ". Manuel Perez, P.E. Plans Examiner 1I Product Control Division TEST TEST LOAD DESIGN LOAD AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 ( <0.15 CFM/FT 0.02 CFM /FT UNIFORM STATIC DESIGN LOADS SFBC PA 202 -94 POSITIVE +1 10.0 PSF +110.0 PSF UNIFORM STATIC DESIGN LOADS SFBC PA 202 -94 NEGATIVE -I 10.0 PSF -110.0 PSF WATER RESISTANCE (PSF) SFBC PA 202 -94 15.0 PSF +100.0 PSF UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +165.0 PSF +110.0 PSF UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -165.0 PSF -110.0 PSF FORCED -ENTRY RESISTANCE (FER) Not Required Design Pressure Rating (Positive) +100.0 PSF Design Pressure Rating (Negative) -110.0 PSF For Design Pressure Rating, see Comparative Analysis results in Chart in Section 9 of this Notice of Acceptance. Progressive Glass Technology ACCEPTANCE No.: 94- 1031.02 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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 times. 6.3 Note: The installation of this unit will require a hurricane protective system. 7. TESTS PERFORMED RESULTS -2b- APPROVED DEC 2 8 1995 EXPIRES : OCT 3 1 1998 anuel Perez, P.E. Plans Examiner II Product Control Division Progressive Glass Technology ACCEPTANCE No.: 94- 1031,02 - 2c - APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS : DEC 2 8 1995 OCT 3 1 1998 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on I) Air Infiltration Test, per PA 202 -94. • 2) Water Resistance Test, per PA 202 -94. 3) Uniform Static Air Pressure Test, Loading per PA 202 -94. along with an installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc.Report No. FTL -1141, dated April 25, 1995 (Reissued 5- 18 -95), and signed and sealed by Mr. Yamil Kuri, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Assembly drawing of tested unit, Series 6000, Sheet 1 of 1. 8.3 Calculations: 8.3.1 Comparative analysis prepared, signed, and sealed on September 8, 1995 by Farrokh Rasekhi, P.E. anuel Perez, P.E.Plans Examiner II Product Control Division :U UV 110 1011 )0 00 30 70 LK/ 61.104) 50 uu 40 00 30 00 20 00 10 00 0 00 24 000 Progressive Glass Teehnolog,v ACCEPTANCE No. : 94-1031.02 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. CON1PARATIVE ANALYSIS: 36 000 40 000 1.iiiri a rr NrK•to Vorsokn It 4.11 r 1 for IN II l• O— F-6000 GO 00U 72 000 WWII. ill Iodic. -")d- 114 000 APPROVED EXPIRES .: OCT 31 1998 46 WV DEC 2 8 1995 • `7/8 Forrokh RP. ekh!, Structural Design. Inc. 12920 SW 122 Ave. Miami, Ft. 33185 0* 000 lc,I II..)1..( to ,1 I IU I I' I X 121) LOW anuel Perez, P.E. Plans Examiner 11 Product Control Division — r —0— 12 WA/ •-■•+••■•••14 - 000 10 1.101 - U011 •■ l'irvitsse \ I NI I MJICI 11.■C I itglimriiiig Applm.,131c ()NI 1' It/ Vm)I I c.11/1' (; 1 114K1u,11 • 11•1 I 11 1 1111 Progressive Glass Technolop ACCEPTANCE No. : 94- 1031.02 10. TYPICAL ELEVATION: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS -2e- DEC 2 8 1995 OCT 3 1 1998 Manuel Perez, P.E. Plans Examiner 1I Product Control Division Proaressivc Glass Technology ACCEPTANCE No.: 941 -10; 1.02 10. TYPICAL CROSS SECTIONS: ,fin Q rtn � Ft' VERTICAL SECTION NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS HORIZONTAL SECTION -2f- APPROVED : DEC 2 8 1995 EXPIRES :. OCT 3 1 1998 Manuel Perez, P.E. Plans Examiner 11 Product Control Division Progressive ('Lass TechnoloQV ACCEPTANCE NO.: 95- 1031.02 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) I f the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer wlio 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 puJposes. 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 I, 2, 2(a) through 2(0 and this last page 3. END OF THIS ACCEPTANCE -3- :DEC 2 8 1995 . OCT 3 1 1998 Items 10. 11 & 12 liste b elow only a y toglazedi produc 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 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 cach 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 Preve 6 of he South Florida'f3uilding Code. anuel Perez, P.E. Plans xamincr 1I Product Control Division ••• • '4157 : • i• •. . - • BU ELECTRICAL 0 PLUMBING 0 ROOFING 01 0 'Owner of ,Buildin Architect ddress of • -sob [Building 1 This permit is granted to th. ,herefor in strict compliance w .,, I drawings, statements or ape 1, . , time if the work is not done in , ,:: , granted is the understanding diet 5 f; enabling to the work covered by his agents, servants or Contractor or Builder C ,,ggb—f. oh- as Legal L Description 40111110.11 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 6 ?-4 N 4 Z Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: e Lot 1 Block 3 Subdivision E Street and Number where work is to be done / yyi -27 C Set State work to be done and purpose of building (by floors). and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ - j Amount of Permit $ — Zone cubage required Plan Cubage DIstance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the 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 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. �pp Remarks ( Signed ) 1 217---o STATE OF FLORIDA, i COUNTY OF DADE. ss • Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 sjated are true. Permit No Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 1 Date Building Ins "tor Date 1 f Date `l JO , 19 rg No / f 8 Street y �r to me well known, Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.