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WINDOWS/SHUTTERS PERMIT
t Date Job Address l Legal Description Historically Designated: Yes No Owner/Lessee / Tenant -� Owner's Address - ' ; (..fi, v,L- Contracting Co. ` .; t� N/� Address Qualifier ., ...: - -> w .4 : -� SS# Phone ''eon, — Y !? :L' , State # ,- ,.. rS , i ) i. Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL P L BING MECHANICAL ROOFING PAVING FENCE SIGN c J, WORK DESCRIPTION d I 1 - Fetkvak Devii41.40 Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 ovftter and/or Condo President A �C PERMIT APPLICATION FOR MIAMI SHORES VILLAGE , Notaryy'as tq/Owner and/or C do President My Commission Fcpires JOSER -1 )AV TZ NOTARY 1'UB LIC S OF FLORIDA COMMISSION NO. CC$28525 MYCOMMIcSTON EXP. APR 21 FEES: PERMIT APPROVED: Zoning RADON Date Date h. C.C.F. {. a Estimated Cost (value) , a Tax Folio . r 3 1 0 (J i; Master Permit # Phone � � � ° `? 2 7 - 3 7( rh L ) 7 5 : ,: /. Q ✓�'y _4 t 99 / r t Signature of ' ontractor or b • er- Builder Date Notary asito Qontractor or veer- Builder Date My Com nission Expires` lki . (.:.: :AV, G ;' .�:i'3 NOTARY PUBLIC S1AYF OF FLORIDA COMMISSION NO. CO28.525 i COMP, / "is3 ON ' €XP. AYtt. 21 NOTARY D �` - BOND q0 Mechanical Plumbing Structural Engineer TOTAL DUE NAME: —kill ,L Gtjj k i ADDRESS: 1 V s / 'I j S / ' CITY: 14( S 1 1Z i STATE: t (r A —01/4 d'6 ) � a jJp Open / i6 made wider 1'� 1/11101 j . t ryk P)-(1 p L : CONTRACT DATE: 7 CONTRACT NUMBER: .) l q L-' SALESMAN: CC 1..1$t DIAGRAM 2� � 1 ZIP: J j �' OFFICE PHONE: �" r � l ( - �"`-3 INSTALLER: DATE OF INSTALLATION: HOME PHONE: 14 e-t tr ;L: � t� d `s'''r ' t't C;: x+1(4$ ( I . ►t 'e 6< s EL, Ly 1-3746 .r 1) `-r`! /,,.girl (.a;•; eI^s. i h� )X llov f•oki, L , � use L ' s * its /5.11.1 ' :. -1; L / i j 1 , : 't • PERMIT NO. ADDRESS: MIAI-II SHORES BUILDING / ZON VILLAGE NG DEPARTMENT' SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING , FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to cornpflanci with aft Federal, State, Canty, Village rtes tmd regutattws. Mc., =Am= no responsibility for e ccurtcy oftot resths from these fans. 2. Thlc copy of plens crust ba ivtt(tbta ca trLRdinq cite or no Inspection will ha condected. MISCELLANEOUS CRITIQUE SHEET JOB ADDRESS c7 f/1 � q/51- APPLICANT PHONE # APPLICATION tr SHEET OF • DATE COMMENTS INITIALS r MIAMI- DADE MIIAMII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE PCT Industries CONTRACTOR LICENSING SECTION 1070 Technology Drive 005) 375 -2527 FAX (305) 375 -2558 Nokomis FL 34274 CONTRACTOR ENFORCE \IENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series 6000 Aluminum Fixed IVindoty I Uo Addle (,t✓b under Chapter 8 of the Code of Mi:ni - 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. 1f this product or material fails to perfortn 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- 1110.04 Expires:12 /02/2002 / THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Approved:01 /07/2000 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SMITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305; 375 -2908 Raul Rodriguez Chief Product Control Division 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 uintana, R.A. Director 1 of 3 Miami -Dade County Building Codc Compliance Office Internet mail address: postmasters ,buildinpcodeontine.com Homepage: 0l tp:f/www.buitdingcodeonline.com Progressive Glass Tcchnologv Industries ACCEPTANCE No.: 99- 1110.04 JAN 07 2000 APPROVED EXPIRES : Dec. 2, 2002 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 0409.04, that was issued on December 2, 1998. It approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "6000" Aluminum Fixed Window, and its components shall be constructed in strict compliance with the following documents: Drawing No 548, titled " F -600 Picture Window," Sheets 1 through 4 of 4, dated 10/15/99, signed and sealed by Robert L Clark, P.E. They bear 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, as shown approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): The installation of this unit will require a hurricane protective system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or loeu, 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. Mar7uel Perez, P.G. Product ;Faro! Examiner Pro&uet'Control Division 2 of 3 Progressive Glass Technology Industries ACCEPTANCE No.: 99- 1110.04 APPROVED ,JAN 0 7 2000 EXPIRES : Dec. 2, 2002 NOTICE OF ACCEPTANCE STANDARD CONDITIONS l_ Renewal of this Acceptance (approval) shall be considered after a renewal application has been filial and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture oldie product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. Manuel 'crez, P. E., Product Co Examiner Product .ntrol Division END OF THIS ACCEPTANCE 3 0(3 \11-1EA0 'ANHEAD —1-- 1.250 MIN. 7.250 MIN. — .250 Iv1AX. YP_ HEAD, SILL JAMB ° MiAX. TYP. HEAD,. SILL JAMB 2 x WOOD BUCK 2 x WOOD BUCK 3/1 G " TARCON NO C'SINKC REQ. 1 /4" TAPCON " NO C'SINK REQ. .250 MAX. 1.250 MIN. a . 1 x i4'OOD BUCK TYP_ HEAD, SILL JAMB 1.250 MIN_ a . 01i � /z / �fr • ° /l //- .250 7 x V /Q MAX BUCK TYP_ HEAD, SILL JAMB Revisions: Maleriot: Drown By. n R NOTE: REFERENCE TEST REPORTS & COMP. ANALYSIS SHEET FOR ANCHOR SPACING & STARTING POINTS. Oolc: 'J /9 3 /nQ Clo De scrip ion: Stwbc Q,og }'. vcut�:tr., d Sle+d*d 1 Q+,(m ate, r: .J.,n Prod. Colg ory: Scric s /ModcI: I Ilcrn: 700 ANCH. APPROVED AS COMPLYING SOUTH FLORIDA BUILDING 13Y _itazutz. ('ROD 'I 0i111(01 DIV!SIO. BUILD G CODE COMI'LUAI` ACCLPiANCE NO 33 O -' 3 progressive LILA SS 1 ech1 — v l_ (.Garn Sllc cl: 4 * ITEM VT 1 644588 2 6-, 99 3 69514 4 5 6 7 8 9 10 17 1 13 14 15 16 17 18 19 20 21 22 781 POA 7CORNML C 7 CORNMSM 40712 60200K 6Q 150K 6FRMBK 49004 7KEEP 7CAOR/L 7 TRAK 7CEHG 770516PPA 6534571 62899C 6SM55W 6TP248 DESCRIPTION. FRAME HEAD, SILL, JAMB FRAME MEETING RAIL SASH HEAD SILL JAMB 8x1 SCREW PAN HD. OUAD LC. MAIN FRM, CORNER KEY SM. MAIN FRM /SASH CORNER KEY PLASTIC MAIN FRM. CORNER KEY W. STRIP, . 190 x .200 QLON W. STRIP . 7 90 x .150 QLON MAIN FRAME BULB WEATHERSTRIP SASH LOCK SASH LOCK KEEPER CASEMENT OPER. RT /LEFT OPERATOR GUIDE TRACK STANDARD HINGE 1 0x5/ 1 6 SCREW PAN HD. PHIL 5/7 6" (.350) w /MUPISANT0 INTERb YER 5/7 5 " (.350) W /DUPON T INTERLAYER EXTRUDED GLAZING BEAD SILICONE SEAM SEALER VINYL BULB WEATHERSTRIP 8 (4) NOTE: OTY'S IN BRACKETS ARE FOR X CONFIGURATION Revisions: 1Droi -n 8s: n :o Liolcnoh QTY. 4 (4) 1 (0 8 (4 24 (76) 4 (4) 12 �8 4 4 1 (2 6 (3) 4 2 2 (2 (1) 2 �1� 7 2 (6) 2 (7 8 (4 ) i -, / .,.. LOCATION (rnoin Trome /sosh ossy. screws) (in vent top roil) (o t vent bottom & side roils) (in rnoin frame) fr. iomb, 12 from ends) ' vent rntq roil, 12 from ends) (Cs� lower right frome corner) (1 per operotor) ((% ricallt frorne carders) (operaior /hinge /trok screws) Clossil;colion: De scriplion: Prod. Cole INDALEX AL UMAX ALUMAX FAST EC IND. PRECISION FAB PRECISION FAB. VINYL—TECH. / PCT SCHLEGEL CORP. SCHLEGEL CORP. PROTOTYPE PLASTICS VINYL —TECH. / PGT TRUTH HARDWARE TRUTH HARDWARE TRUTH HARDWARE TRUTH HARDWARE MERCHANTS FASTENER H.P.G H. P. G ALUMAX DOW CORNING VENDOR VENDC GAS -49 AF -999 AF-95 1 SCHNEE— MOREHEAD TEAM PLASTICS Scr;e s /Model: 700 llem: 0200x 1 Q150x7. FP— 176 49004 20800C 23 -19- 30175 35. 10.0 534571 899 SM550= TP -24f APPROVED AS COMPLYING SOUTH FLORIDA BUILDING DAT C-0 �LS? DY C�r✓G PRODUI l CUNIR OIVS.I. BUILDING CODE CUMPIIA ACCEPTANCE NO C progressive g I s Is u,n,FxLn d un.1. - J 1 out..r. o.,.. She If 2 SECTION ,A -A .250 MAX. SHIM SPACE .?5Q MAX. SHIM SPACE WALL THICKNESS .050 H H 4///_4 I Rcvisions: 1.(olrria!: Drown By: R. 7. 260 _500 - � 4. 028 OVAL L THICKNESS _062 63.00 MAX. SECTION B -B GLAZING OPTION: 5 1 6" _350 W /MONSANTO INTERLAYER OR 5/1 6 "(35O,LW. /DUPONT (NTERLA YER Ootc: 9/9 3 /oP Ciossilico(ion: Prod. Colegory: C Sri s /l.(odel: 700 Description: 1 1 — 7 /1 1. I r , i+ 1 i t r T I P. A 1 2 APPROVED AS COMPlYI1;G SOUTH f1.01UIDA UUUMIWG DATE . 1.0_ J ,2 BY _ CLcLGLL>� = PIIUUU I' CONTIIUL OIV!1Il BUILDING CODE COMI'LIA ACCEPTANCE 110 T T -�'�- T = 'progressive CIA ss SbYdxLo d O,,�O Yny b`10,-r° Bern: SECT r3 Sheet: r/lTf / 50 5.000 — 1 1.000 MAX. CENTER 7 7 N N 36. 125 4.000 —+ -- — 4.000 74.000 MA 19.000 -- 4.000 N N 7 7 36.125 7 N N 7 7 LARGE MISSLE IMPACT WINDOWS 1.) GLAZING: 5/16 (.350) LAMINATED W /DUPONT /NTERLAYER (1/8 7.090/1/8 ) GLAZING: 5/16" (.350) LAMINATED W /MONS&1NTO !NTERLAYER (1/8%.090/1/8 ) 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: t15 P.S.F., -75 P.S.F. 4.) ANCHORS: 1,(A '. 5 FROM EACH CORNER 2 ANCHORS 4 APART, 4 FROM EACH MEETING RAIL MAX. SPACING AT HEAD di SILL: 1 1.000 MAX. SPACING AT JAMBS: 11.000 5.) Si- (UTTER REQUIREMENT: — 5.000 -- 5.000 1 1. 000 MAX. SPACING 5. /00 4/,„ / /. / Rovi Ion 3: Molcriol: Drown 8y: D.B. Rovisod BY: n R 72.000 '(AX. Do lc: 5.000 7YP. 2/1 3/9 8 i /- /no Oos crip: ion: / 36 125 32.000 MAX. Clossi(icotion: 1 — ln. k=6 .r c& J l.d -n-, Prod. Colcoory: C FRONT OF 1 1 f SPACING 5. -J Scric, /Modcl: 700 APPROVED AS COMP( Y,h1G Vl:TII SOW II FLORIDA UU;I.DiI•IG CODE 0M LJ QQ `t'� -� 19 _ or PI(ODU F COMMA. DIVISION! UUILDINC CODE COIAPUTANCE 01 ACCEP FAME NO 18- 050 ) l A t echr Rom: w.e,.ei.....r SL.1.4 SI) ooI: 1 AlS, ELEVATION (XX) MIAM1-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis Ex pi res:07/22/2002 Approved: 07/22 /1999 FL 3427.1 MIAMI -I)ADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BOLDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 M1ANII. 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 CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372.6339 Series FD -101 Ouiswino Aluminum French Door 1 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, BCC() 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- 0615.01 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. -tancisco . Quintana, R.A. Director 1 of3 Miami -Dade County Building Code Compliance Office Internet mail address: postma •ter ®huildingcodeonline.com ` Homepuge: http : / /www.huildingcodeonline.com PGT Industries. r ACCEPTANCE No.: 99- 0615.01 APPROVED JUL 2 2 1999 EXPIRES JUL 2 2 20n2 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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 thc 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 constricted in strict compliance with the following documents: Drawing No 94 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 ofpair 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: "Miarni -Dadc 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 Anv other documents required by the Building Official or thc South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 of 3 Isltaq handa, P.E. Product Control Examine Product Control Division PGT Industries. ACCEPTANCE No.: 99- 0615.01 APPROVED JU1. 2 2 1999 EXPIRES : JUL222002 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, %%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. s . LL&4 ic, c. Ishaq Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of 3 f - M)AMl -DADE MIN PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Windows & Doors The expense of such testing will be incurred by the manufacturer. Acceptance No_:99- 0104.02 Expires:01 /02/2002 approved: 02/05/1999 M AM7 -DADE COUNTY, FLORIDA 1 ETRO -DA DE FLAGLER 13UlLD)NG BUILDING CODE COMPLIANCE OFFICE h9ETRO•DADE FLAGLER BUILDING )10 WEST FLAGLER STREET, SUITE )603 M)A.M), FLORIDA 33130. 1563 (305) 375.29(J1 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION 5100 NW 72 ANT. (305) 375-2527 FAX (305) 375 -2558 Mia3ni FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375 -2908 .. Your application for Produce. Approval of PRODUCT CONTROL rDlvls)ON (305) 375-2902 FAX (305) 372 -6339 AIuminum Tube i lullions (non- reinforced) under Chapter 8 of the Code of Mvliami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been reconunended 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 jobsiie 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- ranclsco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Security Windows & Doors ACCEPTANCE No. : 99- 0104.02 APPROVED EXPIRES : January 2, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS FB 05 1999 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 12)3.0), which was issued on January 2, )996. 11 appfoves an alum3nurn mulho3, without. re described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, )994 Edition for Miami- Dade Couniy, 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 Aluminum Tube Mullions without Reinforcement and its components shall be constructed in strict compliance with the following documents: Drawing No. M95 -08A, titled "Mullion Details ", prepared by Al- Farooq Corporation, dated September 29, 1995, revised December 6, 1995, sheets 1 through 3 of 3, bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Produce Control Division. These documents shall hereinafter be referred to as the approved drawings. 3_ LIMITATIONS 3.1 The design pressure for the mullion and anchor selected must each meet or exceed the pressure requirement for the opening in which it is to be installed. 4. INSTALLATION 4.1 The aluminum mullion tube without reinforcement and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miarni -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 The Notice of Acceptance of each window or door to be attached to the mullion. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. /4 1 Perez, P.£., Produ ' ontrol Examiner Securiip' Windows & Doors ACCEPTANCE No.: 99- 0104.02 APPROVED FEB D 5 399q EXPIRES : ,)anuar 2, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of tl?_is._ Acceptance. (approval),shall.be,considered after.a renewal application has been filed and.tlae -.. — original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 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. .l_ Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 3. END OF THIS ACCEPTANCE Manuel erez, P.P., Product Co el Examiner ;MI -DADE 'RODTJCT CONTROL NOTICE OF ACCEPTANCE 'inyl Tech /Progressive Glass Technology 070 Technology Drive okomis FL 34275 he expense of such testing will be incurred by the manufacturer. .cceptance No_ :98- 0501.01 Expires= 01/2$/2002 pprovcd:01 /28 /1999 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 1 of 3 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING I3UILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILD1NG 140 WEST FLAGLER STREET, SWTE 1603 1MM1AM1, FLORIDA 33130. 1563 (305) 375 -2901 FAX (305) 375.2908 CONTRACTOR LICENSING SECTION (305) 375 - 2527 FAX (305) 375 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION our application for Product Approval of: (305) 375 -2902 FAX (305) 372.6339 • dries C -700 Outswing Aluminum. C Sen2e171 TM 17d0)1 - impact Resistant ✓ )der Chapter 8 of the Code of Miami -Dade County governing the use of Alternate )Materials and Types of onstruction, and completely described herein, has been recommended for acceptance by the Miami -Dade aunty Building Code Compliance Office (BCCO) under the conditions specified herein. its approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this oduci or material at anytime from a jobsite or manufacturer's plant for quality control testing. this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is termined BCCO that this product or material fails to meet the requirements of the South Florida Building )de. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL his application for Product Approval has been reviewed by the BCCO and approved by the Building Code nd Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Vinyl Tech/Progressive Glass Technoloz' ACCEPTANCE No.: 98- 0507.01. APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CoNDrryoNS 1. SCOPE 1.1 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 2.1 The Series C -740 Outswing Alun3inurn Cascnnenf Window — Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No. 339, Sheets 1 through 4 of 4, dated February 13, 1998, with revision B dated 1/12/99, prepared by Vinyl Tech/Progressive Glass Technology, signed and sealed by Robert L. Clark, P.L., 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. : JAN 28'I S JAN 2 8 2002 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 will not require a hurricane protection system_ 5_ LABELING 5-1 Each window unit shall bear a peiivanent 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 peiuiiit 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. Vinyl Tech/Progressive Glass Tcchnolo 7. ACCEPTANCE No.: 98- 0501.01 APPROVED j1.0 i 8 � EXPIRES : JAN 2 NOTICE OF ACCEPTANCE: STAN R}) CONDITIONS Rene\va) of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original subniitl.ed documents, including test - supporting data, engineering documents, are no older than eight. (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, stale, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically staled 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 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 sr-- r,.,_ I/ � i�l ..2 a 1.mt t . 2 X 2 X 1/8 L ALUM ANGLE = � ■ MU WON 2 X 2 X 1/8 ALU1.{ AI'NCL_E f L500 2/ ANGLE MUWON r -MUWON T PRl`GiST - CONC. SILL 2 X 2 X 1/8" ALUM ANCLE 2 -5/8 LONG —1500 —{ MIN rvv■_,nUKJ 1 II A f 14 S_MS_ 1 -1/4 ).TIN. Q{BED INTO WOOD 1/ ANGLE a: f 14 1. M5. 2/ ANGLE PRECAST SILL CONC. 3/16 MA. TAPCON 1 1/2 MIN_ EMBED 1/ ANGLE 2X2X 1/8 C ALUM ANGLE f 14 S.M.S. 'i i�Y v� rYl�� 2/ ANGLE MULLION — MULLON 2 X 2 X 1 /8 ALU ANGLE 2 -5/8 LDNC L500 IdIN ANCHORS TAE `Q L6Z5 fl • f 14 &M S. 1 -1/2 MN. EMBED INTO WOOD 2/ ANGLE fl• 2.000 - L. .718 3.000 MULL19N CLIP —.125 TYP — L141-1 (ALT. To ANGLES) THIS CUP TO FLOAT INSIDE MUUJON (NO SIDE : ASTENERS REQD.) MUWON- 3.000 - {- MIN ANCHORS TYPE `C' • •itt' 2 X 2 X 1/8' ALUM ANGLE # 14 3/ ANGLE — MULLION 2 X 2 X I /8 ALU1.{ ANGLE - 3-5/8 LING 0 —1.500- 14114 W u NOTCH WOOD BUCK TO ACCOMODATE CUP ANGLES TO MASONRY 4' 4 CONCRETE OR CONC. Fll i FD BLOCKS • LI 11 PRODUCT RENEWED ACCEPTANCE No. C k - 0 O `--- O -I- EXPIRATION DATE - Sa rp � ; 2flo 3. BY P BAIT fl • 1 i a le i II if Y 3.000 SUSTAIN LP6Q5 IMPQS_ED, APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BULGING CODE ��qq��� DAT l.� ii 1116 BY PRODUCT ONTROL Oiv!S:ON DD o ACCEPTA NCE COE N0 1/4 a. TAR.COU. . —1-1/4 MN. EMBED 2/ ANGLE uw DUCT CONTROL DIVIS ODE COMPLIANCE. Dia-1EFR HUWYOUN FAROOQ PE f 16557 0 41996 0 0 z 0 n v C o rn 0 . v - o T 0 - o 0 3 u - d 1 a 1 t drawing no. M95 -08A (hcct 3 of 3 , CV.Z1NG PRODUCE J V; z N z J J m GLAZING PRODUCT 1 CLAZINC PRODUCT CWINC PRODUCT V CLJ.ZJI'IC PRODUCT 1 z N z J J m GLAZING PRODUCT VI r- -V2 tf L�LION LOAD CHART xe A_L . TUt ? i 111 I I I ram ®9�a�a 30 4H SD 60 78 80 TRIBUTARY VIDTH - INCT -LES ANCHORS TYPE A.B. OR C HORIZONTAL MUWON MULLION SPAN fBUi"ARY W1DTH = ti{1 + w2 2 TYPICAL MULLION ARRANGEMENTS MULLION LOAD CHART ANCHORS TYPE A-8. OR C wiarfiL MUWON TRIBUTARY WIDTH = WI + W2 1 - x3 - ALUM. TLSE ommullimi uIIinahI • ■1111111511111■11111111tt 1111.■111111111111'11111111111 m • ►\►\rrr111rr11=11 && o 1111111111111111111111111111111111 I MUMMIIIII11■11111■, O m ■.111..M1■■■ IMEMIKUMIIMMIMI a rr►r►rirrr 20 30 48 S0 63 70 8O TRIBUTARY WIDTH - INCHES 2 S ) x4 ALUrt T _ L.BE ■•��■■• PTO ST L SCIX4R :.raM ■..i__..�_� 111'1\■'11.■ 1111Mill INNENENNE ammo ialiiiii111111iib1i .'■'\,1■111■ ■■■■ 111111111111111111111 IMMO ►\11111iEiB Eli ININIMIMIUMIN 1111111111111101116.4. MEM 111111111111111111111111 NMI Ulalle111111111111 MIKE 111111111111111.111111111111 ► a 11111211111111111MIN MIME 0 MULLION LOAD CHART 23 33 40 SD 63 73 80 TRIBUTARY VIOTH • INCHES ANCHOR LORD CHART LINEMEN I LEEINEMN ►i1 ► \�iimm• ■ IW kIR U IMEINIUM11,1 1 '!oi.1i 1111 ►111 T cNC' O S TYPE A 20 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCA -ES APPROVED AS CO.:PLYING W TH THE SOUTH FLORIDA BUILDING CODE DATA CJ.Q? 1 BY PRODUC ON!ROL Dlv?Siou BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N8.7,7' I -4 0 lL a m 0.. < 0 0 U N r to 1il o .D m a 0 0 w I7 r) 0 makin a "tiff ia��l \if�ir ia11111<t1i UMIII I 111■i11i111►f11111111111111 r111111111111r111111r►11s111r111 1111111it►11tint1111 ■ ► \i111111111111viNNIM a1E' `iNIE\I■'.N ,.NIM,..■MNE INNIINNINNEMEENNE 20 30 40 50 610 70 80 TRIBUTARY VIDTH - INC7 -ES 1i11�a�1��� ANC)-ORS "PC 8 IMENLIMEMINEEMINI t1i1aEEMtNISMin 11►i11\ENEE�!'�'11'\nNNI IIIIIMINNENNENNINEIN ININIZNIMININEEN INEINIMENNIMMENINE INEEMENIMEMENNINI INNENEMENEMENNI ■IN" EMENI.INSE. sri . - MENIMME>•E 111111111111111111. 1►1'► - 1' EmEENNENNERNI ■N EENEr's`a!\E 20 MULLION LOAD D-iART 2-x4-x1/s ALUM. TUBE xp tTTta 02X4 ANCHOR LOAD CHART 30 40 TRIBUTARY 6) N a a 0 0 J Z U 0 w 0 0 m 1 m t') rta czsi. Ar+t?.ORS TYPE C 50 60 70 80 20 30 40 WIOT �o tt RENE WEDIBUTARY '1CCEPTANCE No k O 10 `k • 0 :2-. 'EX?IRATICN DATE MULLION LOAD CHART 0 (7 2 - x1 /B ALUM_ TUBE MEINIKENEENEN II1I1RIUi►fllraSa NENEENEENENEE 11111111111=111111111111011111 11111111111=111111111111011111 1111111111111111111111=11111111 1111111111111111111111=11111111 \ ■X NommunmomEEE r�►\r��l��n�r 11 1 i wiles► immespeofflonlesinil INEEMBEIMMENENNE INNENNEINENNENNI INIENIINEMBIETNEM 20 30 ' 40 5D 6D 70 80 TRIBUTARY WIDTH - INCHES m ANCHOR LOBO CHART ENI 'ice+ `I► NINIIIENNIENENNE MELIMMENENIENI MEEMENCONEININE �t11\11'i�11111�►1` 111111111111111111111111111111111131111111. 111111111111111111111111111111111131111111. 11 � \ \ ■ ■■■ NEMENEN.' MENEMENIMENNIN MIENIIINENOWNIREE MININNEEMEDEALINE M �� ►i 1111111 R(� -C '.o r S0 60 SIOTH - 70 BO ItCS ENCNEER: tiUIJAYDUti FAROOQ PE f 16557 N 0 4 1996 o -c4o n_ a tf . U L Z n jno CD o p co Z to o x-4 -4 u c jj N in Z tv 0 n U 0 0 O • 0 o o O 0 C 0 drawing no. M95 -08A 4.000 6.000 INSTRUCTIONS: • USE CHARTS AND GRAPHS AS FOLLDWS. _STEP 1 STEP 7 _�J E 5TEEP 3 p . STFP 5 z000- TYPICAL WINDOW FRAME DETER}.IINE DESIGN LOAD REQUIRED PER ASCE 7 -88. FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS IEETINC ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY WuOMJLI SHIM SPACING_ USING CRAPHS ON SHEET 2 SELECT MUWON SIZE WIT1-I DE51GN RATING MORE THAN DESIGN LDAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 3. AND ANCHOR GRAPHS ON SHEET 2. SELECT ANCHOR TYPE Wi iH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE TYPICAL GLAZING PRODUCT Z-0o0 1 X 2 X 1 /8 ^ ALUM TUBE 3.000— 4.000 — MULL IONS CONTAINING TYPICAL GI A7ING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1 X 3 X 1/16 X 1/8 r- ALUM T118E 1 X 4 X 1/16 X 5/32 ALUM TUBE 1.000 APPROVED AS COMPLYING PIS THE SOUTH FLORIDA BUILDING CODE OA BY PROD! ONTROL DIY!SiO BUILDING CODE COMPLIANCE OFFICE n ACCEPTANCE NO 1 5 17J 1 PRODUCT RENEWED ACCEPTANCE No_ C _ ATION DATE. ? o"L -Zoo B pppplx �CT C° oL DI c DE CO PO i d RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITI-i THESE MUWONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS LE wIND LOAD, AIR & WATER INFILTRATION. FORCED ENTRY RESISTANCE_ SAFEGUARDS ETC. 2 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL_ COVERING (STUCCO. TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REV1EY(. 4.. ILL MULLIONS TO BE ALLOY 6063 - -T5. AN 41 r CE ENGINEER HU>tAYOUN FAROOQ PE f 16557 U O Ell 0 a2 a: o O a 2 +� Or O a. co n — a� o z_ - - ,n U Z c cr) 0 0 tLi >. D to Z z co r - ) r•-) J ¢ 3� o� O .. = C.n 0 0 > A 0 0 s C . 0 S o drawing no M95 -08P (3hcot 1 of 3 DOOR HEAD SILL AL. 6063 —T5 .062 WALL) 2 DOOR JAMB AL. 6063—T5 .062 WALL 3 DOOR ASTRAGAL A . 6063—T.5 .062 4 .250 x .187 fINSEAL STRIP 5 WSTP CHANNEL AL. 6063 — T5 .050 WALL 6 FRAME JAMB � AL. 6063 — T5J. 050 WALL n At 6053 —TS n6? WA! FR'WE Hr 11 TRUSS CLAMP AL. 6063 -T5 12 5 16x1 16 TRUSS WASHER 13 5 16x18 TRUSS NUT 14 FRAMF SCR. COVER CAP STRIKE PLATE TRIK PLATE INS RT LOCK SUPPORT ASS Y 4 L . HD. PHIL Rrris;Ons: Fr,4 1 4 tiRL OK 7634F 65170 rotr'oncCJ Unku flared; Fiact:vut .1 1/64 Oec:nof .t1rJ f Arc:++or = 1 ' r.h. astragal 0 0 L.h. 7StrOQOI used w/3 16" .loss AL UMAX VENDOR AL. 6053 -T5 .050 Y /.ALL 16x18 H •.AI D ROD 6 TRODA CC376M 8 4 SCR. FL T. HD. PHIL rJ ASS r 1 •.ice r'.)J 10x1 FLT. HO. PHIL 2 FLT. HO. PHIL. BOTT. SLIDE 80 T OCK 71034A ? f'.'. t D, W 7 IOX7W 71Ox12PPW 4;72 7612FW 4 8112A 12 12 door too & bot. ro:1 2 co. Goof to 4' (2 eo. ccor to & bot. ro;l) 7JNUTA 8 4) (2 /ec. coor top & bot. roil 41722W 10 7FRSPX 1 1 ' 2 slide boll locks heod & sill r.t. ostro hor. bend 5 ve'. bead lock lock su ort os! . ostrogals,fr. jorrbs & heod ostr. ols & frori - 'ombs 61069 7Y /ASHA 7658PFA 60200K .200 x .190 OLON .375 x .190 OLON 3 POINT LOCK AY _ 60300W • F03P LAY 4 TAPCON 16 TEMPERED SEAM SEALER 16 GLAZING BEAD 7LOKAP 7LOKIP 781.1 62354 61308K 6SM55W DUMMY 32 DEAD - 80L T LOCK GLAZING CHANNEL 8 FOAM TAPE AD. 1 -SIDE MERCHANTS FASTENER FASTEC INDUSTRIAL AQUA FASTLNERS A — 10379 AF— 1237.5 0200X190 t AL UMAX ;ALUMAX AI UMAX DOW CORNING ALUMAX FAS C IN '1AL LIMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL :VA r, MERCHAN FASTENER MERCHANTS FASTENER VINYL TECH. rA.S tti; I1VOUS TR1AL HARLOC HARLOC NWInr PPG 10F SCHNEE MOREHEAD FLORIDA SCREEN AF— 10380 AF— 12376 899 A : ✓,3 7 a 4 1 722W 41721 41720 408LOK 03 75 x 190 FO3PTAY AF- 2,354 1308 - 1 1.250 ' 1 r 100.00 BUCK J/16 TAPCON T YP. HEAD SCREWS ARE STAGGERED IN JAMBS. SEE NOTE $ ON SHEET 1 TYP. JAMS TYP. SILL .75.0 sux TYP, JAMS .750 I TEM DESCRIPTION 39 J A&• / . Ph. Pr; SMS ►101crioi: 6063 —T5 Rersd By: Dot.: D.B. 8/29/99 Aeo,.n By: 0.8. V.T. # Cnkd By: lbo'r Date: 9/5/97 LOCA T101\ NOTE; OTYS IN BRACKETS ARE FOR X CdNTICURATION 5cr:e3 /U5!': 7• FD - 101 D.rr ipto,,: French Door — PC l 3: Y£1 R ND: 1070 Technoloov Dr. Nokomis, Fl. 34275 Scc It: A+..1: Dro.»g f30• SM5504 05-005 APP'fOYED AS COMPLYING WITH THE SOUGH FLORIDA BUILDING CODE - Pt;CPU'C1 CONTROL DIV.S ON BU:L411:G CODE COYPU NCE OFFICE CCU- IANCE NO VENDOR g AF— 70375 AF— 10376 AF- 10.77 r5) 24 - .lo/ INDUSTRIES Anchoragc & Bill of Materials Re-r: 4pf4 944 8 A ri or+s: katarol: Ran By O.B. pro 8y: Dot.: 6/29/29 D.B. D Jcd By: Dot,: Do t .: 9/5/97 Tokrolct2 Unit,. Hot err rfocfR.er 3 1/54 L.ci. d .00 i Ao•}d .X0 t 3 I Sarks /cadet F0 -101 Drsaript;on: . 250 -� MAX. 3/1 6 " TEMPERED NON — fMPACT GLAZING OPTION 1070 Technology Dr. NokornTs, F1. 34275 APPROVED AS COMPLYING WTTH THE S^'!T" ORIDA BUILDING CV D.TF CONTRGL Gi7IS�c:; aU,LDt i CODE COMPLIANCE OFFICE &CCEPIe.NEE NO ! k`5.: 01 11::1r" INDUSTRIES French Door — Glozin_9 & Exploded Views_ _ PGT NO: VENDOR NO: Seams: 5►+ect: Oro win .`b. Rev: 3cr4 944 B 95.500 .489 1 EXTERIOR 3. 000 4. TYP, 3,000 .250 Chj iI Y :.., ROUGH OPENING SEE SHEET 4 FOR ANCHORS ROUGH OPENING TYP. 7.479 VERTICAL SECTION 1 84 5/8 DA YL IGH T OPENING ROUGH OPENING INTERIOR 25 11/16" DAYLIGHT OPEN!NC AC.. RYE PANEL- EXTERIOR 71.750 Rrri sions: lb t triol: 68.254 PANEL OVERALL HORIZONTAL SECTION Rrvsd 8 y Doti. D. 6/29/P9 Ikon tar: 0.8. Chad 8r: De*: Date, 9/5/97 PCT ND: Johranrr Ik'kii Ncrtfl- rroct'onr: ! 1/64 Drcind .Ort 1 Dttrnd .0R7 1 k,9ub- 3 /' I RANiV PANE1 VOCOR ND: 1070 Technology Dr_ Nokomis, FI. 34275 FD -101. Descript on: French Door — Section Views Scow: Shirt: 2.14 1 APPRfw [) AS CCYP! !NC W:TH 7;11 SOUI1! FLORIDA BUILDI1jC CODE DAT V,t- 191 1 c) 14 , -. 4 ) , L� 1 �iti i PRODUCT CONTROL DIY!$ :ON 8U'_DING CODE CO41P11,ATiCE OFFICE 1CCEF':::CL SO 11 • tYO-ing No. 1.480 944 3.000 ROUGH OPENING INDUSTRIES i Rai: ■ i i� i \ t , I 1 6" X 37.560 13" MAX. ON CENTER TYP. HEAD & SILL 6" 12" MAX — T ON CENTER j TYP. 9077-1 13 " JAMBS 13.250 } Hinge Loc. --- 6" 1 13.250 Hinge IOC. 47.75 95.500 13.250` H. Lc:. TYP_ BOTH JAMBS 36" 13.250" Hinge Loc. TYP. BOTH JAMBS EXTERIOR ELEVATION 6 "-•-, - -13" MAX. ON CENTER TYP. HEAD & SILL XX 71.750 r 4 1 1 1- 1 - r " ,- Rc,:Dons: katNOC k :ysd 11.8. 5/29/99 Or own 8y D.B. A Chkd By: 6" 13" Do to: 9/5/9 6" Hinge Loc. AJAX ON CENTER 13 " TYP. BOTH .Limas See Note 8. 6" Do ;a: JdrrrrcZ U,+dry PJvtr& frtrrr. t va4 fkcr d .t>tt Ceci d .t1oo k ingacc ! I Pc HG: 47.75 TYP. BOTH JAMBS .n n n n C R S 1.) GLAZING: 3/15" TEMPERED 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: +60 P.S.F. -60 P.S.F. 4.) ANCr ORS: MAX. 6" FROM CORNERS (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 5' FROM CORi EFtS (JAM6) MAX. SPACING AT JAMBS: 13.000 5.) INSTALLATION OF THIS UNIT WILL REQU1Rs A HURRICANE PROTECTP/E UM'T. 5) SEALANT TO BE APPLIED AROGND FRAME CORNER, PANEL CORNER, DEAD BOLT & LEVER HANDLE. 7) R.EF NOA: 99- 0515.0' 8) SCREWS ARE STAGGERED AT 13" CENTERS. SEE SHEET 4 FOR ANCHORAGE DETAIL. VENDOR No- 1070 Technology Dr. Nokomis, Fl. 34275 5v3ss/1+ndst FO -l01 OrscrfpFon; French Door — Elevotior,s ] d4 APP3CVFD AS COMPLYI•NC WITH THE SOON f1LRICA BU:LDINC MD£ ;9.91 PtCLt,CI CCAIK.P. DI's S 13U ;1D•NG CODE COMPL:q,'CE MICE ICf.EPJ0:E NO. :t_ .42±itS_Stl— INDUSTRIES O.nnng Nc. 944 R 3/ fin TAPCON .250 MAX. 1.250 4 a 4 4 4 4 •d 4 4 4 v x WOOD BUCK TYP. HEAD, SILL JAMB 4 1 c'A1"N1 !CAD 6 - a',! G j Revisions: Moteriol: Revd By {Dote: Drown t?y: n R. Chia( By Dote: Dote: 1n/ .5 /Q Q Telefoncei_Unlest.fiata t roctionr t 1/64 OK;ma .00; o. or .tloO t Mqular: t 1' F -6000 1.250 2 x WOOD BUCK k .250 -- MAX. I � 1 4 d 4 - 4 4 4 TYP_ HEAD, SILL JAMB 1070 Tech - 1o1ogy Dr. Nokomis, Fl. 34275 ?MOVED AS COMPLYING KITH nu SOUTH FLORIDA BUILDING CODE DAT � f 2-d" d BY BUILDIN DF COMPLIANCE OFFICE ACCEPTANCE NO j ay � FA INDUSTRIES Description: F - 6000 Picture Window — Anchorage _ PCi NO: + VENDOR NO: fer crier Orominy No. Rev 1 4 or4 '4R (: Window Heights l:;ndow Widths 18.000 (2) 18.000 (2) 24.000 (2) 1 30.000 (2) 32.000 (2) 36.000 (21' 26.000 (2) 130 130 L 130 38.375 4 125 125 38.375 (4 130 i2 5 i ; 87.54 07 RS 50.625 (3 125 99 77 66.89 72 63 63.000 4 109_ 78 1 61 52.00 57 .51 74.000 (4) 92 66 52 49 42 Window Heights Window Widths 18.000 (2) 24.000 (2) 30.000 (2) 32.000 (2) 36.000 (2) 26.000 (2) 100.00 93.15 83.46 81.04 77.00 38.375 4 94.87 78.73 69.04 66.62 62.58 50.625 (3) 87.54 71.40 61.71 59.29 55.25 63.000 () 83.03 66.89 57.20 54.78 50.74 74.000 (4) 1 80.29 64.15 52.00 49.00 42. Window Heights Window Widths 18.000 (2) 24.000 (2) 30.000 (2) 32000 (2) 36.000 (2) 26.000 (2) 100.00 93.15 83.46 81.04 77.00 38.375 4) 94.87 78.73 69.04 66.62 62.58 50.6253 87.54 71.40 61.71 59.29 55.25 63.Ot:0 L 4 &3. n 3 66.89 57.20 54.78 50.74 74.000 (4) 80.29 T 64.15 52.00 49.00 42.00 Window Hei. hts Window W.;dths 36.000 eingewm 77.00 N/A 19.125 Q] 26.500 2 26.000 2 105.49 88.58 38.375 (4) 91.08 74.16 62.58 N/A 50.625 (3) 83.75 66.83 55.25 N/A 63.000 (4 79.23 62.32 50.74 N A 74.000 4111 76.49 59.00 42.00 12 Window Heights Window Widths 19.125 2 26.500 2 36.000 2 53.125 3 26.000 2) 8 8 8 10 38.375 4) 10 10 10 12 50.625 3) 10 10 10 12 63.000 4 12 12 12 14 74.000 4J 12 12 12 [ 14 Window Hei •his Window Widths Window Widths 19.125 Q 26 .500 Q] 36.000 QjEQ 26.000 Q 190.00 88.56 77.00 N/A 38.375 4 91.08 74.16 62.58 N/A 50.625 3 83.75 66.83 55.25 N/A 63.000 4 4 79.23 } 76.49 62.32 59.00 50.7. 42.00 N/A N/A 74.000 Window Heights Window Widths 18.000 (2) 24.000 (2) 30.000 ) 32.000 (2) 36.000 (2) 26.000 (2) 109.29 93.15 83.46 81.04 77.00 38.375 (4) 94.87 78.73 69.04 66.62 62.58 50.625 (7.3 71.40 61.71 59.29 55.25 63.000 (4) 83.03 66.89 57.20 54.78 1 50.74 74.000 (4) 80.29 64.15 52.00 49.00 42.00 Window Ileights Window Widths 19.125 () 26.500 (2) 36.000 (2) 53.125 (3) 26.1700 , 3 ! 30 125 86 38.375 4 130 121 85 56 50.625 (3 125 89 63 41 63.000 4) 101 70 5! 34 74.000 (4) 85 59 42 29 , Note: Numbers in 0 par ntheses art. q jty_Qf oncho,s per sidQ Negotive Design Loads based on Comparative Analysis (psf.) Negotive Design Loads based on Glass Table () Positive Design Loads based on Comporotive Analysis (psf.) Positive Design Loods bused on Water Pressure. Number of Anchors per Window Size Anchors at 6" from each corner & Max. 24" thereafter. NEW N. O. A. # Gloss Table 35 -E - Moximum Dp. NOTES: 1.) REFERENCE: TEST FTL -1 380 2.) REFERENCE: N.U.A. 9b- 040'.04 DESIGN: +100 PSF -1 +U '- Note: Numbers 'n Q parentheses arQ quaptifv of anch9rs per sid" Ncgctive Design loads based on Comparative Analysis (psf.) Negative Design Loads based on Gloss Table 0 Positive Design roods bused on Comparative Analysis (psf.) Positive Design .odds based on Woter Pressure. Number of Anchors per Window Size Anchors at 6" from each corner & Max. 24" thereafter. Gloss Table 35 -E - Maximum Do. Revisions: *�- ••rn<•t .t ted: rroctnnr: t 1/64 D cimd AO: t Deana' .a>a t Anstolor f t 1 070 T echiiu;ogy Or. Nokomis, 7. 342.75 s y .... APPROVED AS COMPLYiWC wrnl Mr SOUTH ilORWA BUILDING; CODE DAT O1,KY ! r - 220o' a FhOuu - ouuD,tI CODE minima OFFICE ACCLPIAN„ E NO 9? 0 5i 1 Series /Model: F -6000 .� Af�til ero: ����`� 1JeseripGon: Rend By: Date: Chkd 8y: r ote. iF - 6000 Picture Windc - Comparative Analysis D. B. PGr Na V EN DO F M0: ScaVe: w 1Sneet: ' (Rowiny No. ( Rev. _ Drown By. Date: 1 10/1 5/99 p or4 548 - .t*. --- 2.000 1J � VERTICAL .500 • --Isl 44 2.000 .844 kat — Revisions: Material: • Revsd Dole: Drown BY D.B. chw<< By: Do(e Do 70/15/99 36.000 Decimal .tIOD Aogu r. t l • Series/Nodet: F-6000 Description: PCT NO: .500 735 irti Ones Urgers Noted; 1 I 1 1070 TPr nnning! pr Deoimce O Nokomis, Fl. 34275 VENDOP NO: Scale: 7 FRAME CORNERS HORIZON [AL 1- APPItOVID AS COMPLYTN; MTN THE SOLIDI FLORIDA BUDDING CODE By (laic � -?.- 2 0" PROW C U:' :O: DIViS.ON BUIID•NG CODE COMPLIANCE OFFICE 4CCEPFANCE NO 9g — /1 /o. 0 f r� INDUSTRIES F -6000 Picture Window — Sections T Sh eet: Orowing No. Ker. 2or4 5 '1B ITEM PART # 68342 2 61168 3 7834 4 5 62899C 6 61308K 7 6SM55 W 8 9 7PWSW [Rovis;ons: DESCRIPTION FRAME HEAD,SILL & JAMB EXTRUDED GLAZING BEAD #8 x 3/4 Pn. Ph. SUS #10 x 2 ;nstollation screws SILICON BACK BEDDING CL OSD CELL FOAM TAPE SEAM SEALER 3/16 ANNEALED #6 x 7/8 FI. Ph. SMS $er'es /Notl&: F-6000 / ttoteno,: Revsa By. Dra. n Or D.Q. Date: ChkO By: re: Oats: 0/ 15/99 1 Descript ;on: Alumax Alumax FASTEC INDUSTRIES FASTEC INDUSI R/ES LOW CORNING STJK Tokrw c 2 unless nc.t.x.• 1 r F•.....4 ,• a . ,r 1070 l70 Thrhnningy D Decree .O 3 Nokomis, Ft. Decimal .000 Mgalarz 34275 VENDOR ll PROOUC t s SCHNEE /MOREHEAD PPG. LOt FASTEC INDUSTRIES NON— IMPACT WINDOWS 1.) WINDOW SIZE: 36" x 74" 2.) GLAZING: 3/16" ANNEALED 3.) CONFIGURATIONS: 0 4.) SHUTTER REQUIREMENT: SI;U'. ARE REQUIRED AT ALL INSTALLATIONS 5.) ANCHORS MAX. 6" FROM EACH CJR "NER (IIEAD,SiLL zc JAMBS) MAX. SPACING AT HEAD dc SILL: 12" MAX. SPACING AT JAMB: 12.500" APPROVED AS COMPLYING wntt DIf SOWN RORIDA RUILO:NG CORE BY BWIThE 4PPLIAY A B CC LPIANCE NG COD NO 9 7 — '1 CE /O OFF. O F -600 Picture Window — Devotion PCT NO: VZNOOR NO: VENDOR , AF -8342 AF —,16o 899 130d-1 SM5504 1 INDUSTRIES Date 31-01 WORK DESCRIPTIO Square Fq PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Addres $ S Ar' 9l Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant ( , e . 6 1c . .'e. t es Master Permit #6,9 932Z Owner's Address Contracting Co. Qualifier 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 x /d' 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. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date •tary as to Con My Commission Expires: My Commission FEES: PERMIT 1) RADON APPROVED: Zoning Mechanical Building Plumbing Address SS# li C.C.F. NOTARY S Phone (3() ) , . Y 3 - 3033 eicy,-..a Estimated Cost (value) `/ 1 /5<g COMAKLION NO. (C C!' /M Electrical Phone -Builder pires: CI `:'S9 VILLAU. BOND TOTAL DUE 3 i - ©/ Date - 7 -344/ Date Structural Engineer f - � MIAMIOA • . PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 MIAMI -DADS COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (30S) 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 CONTROL DIVISION (305) 375.2902 FAX (305) 372 -6339 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panels Shutter 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 specifie4 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- 0318.03 Expires:10 /10/2002 Approved:07 /01/1999 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT'REVIEW COMMITTEE a This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review C-3mmittee to be used in Dade County, Florida under the conditions set forth above. r ancisco . Qu R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Offi _ nnstmssterabuildiactadrnn Hon,epuge: http : / /www.buildingtodeuedine.com G Southeastern Metal Manufacturin Co., Inc. ACCEPTANCE No. : APPROVED • EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 97- 0805.01, which was issued on December 1, 1997. It approves a 20 Gauge Galvanized Steel Storm Panels Shutter, 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 ' r This 20 Gauge Galvanized Steel Storm Panels Shutter and its co:-nponents shall be constructed in strict compliance with the following documents: Drawing No. 96- 200A01, titled "20 Gauge Galvanized Storm Panel System ", prepared by Dole J. Kelley, P.E., dated October 17, 1997, last revision #2 dated October 7, 1997, sheets 1 and 2 of 2, bearing the Miami -Dade County Product Control Approval and Renewal stamps 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 All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be installed in strict compliance with the approved drawings. a 99- 0318.03 J U1 0 1 1999 10/10/2002 5. LABELING Each panel slLall bear a permanent label with the manufacturer's name or logo, city, state and the 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 o' Acceptance, clearly marked to show the components selected for the proposec installation. 6.1.3 Any other documents required by the Building Official or the South Florida Buildin& Code (SFBC) in order to properly evaluate the installation of this system. Helmy A akar, P.E. - ProducSControl Examiner Product Control Division 2of3 Southeastern Metal Manufacturing. Co., Inc. /, • ACCEPTANCE No.: , • 99- 0318.03 APPROVED EXPIRES JUi 0 1 1999 10/10/2002 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 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 manufac3urer 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, andlor manufacture of the product or process shall autornatical:y be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies; shall be provided to the•user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance 'shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. altar, P.E. - Product Control Examiner Product Control Division 3 of3 1. __.. _s U COMIG( vr 3,0* 4 0.114 N 44.29' () TYPICAL 20 GA GALVANIZED PANEL •••• • •a ft/AM • •1U • • F ® ALUMINUM HEADER CHANNEL DETAIL S. M ~RS • 11U4e N ••••••• 1471414 WM Mom Moue 046 111* (4l•at. re K 1•1 •••• 0.4•w l44M i ••••• W •••4 1144 ••1144. 4.4W`1 1••t 1 •0410“•4 Y ••••••2 rM 1•110 I WNW MB 14 carat 14 W w � 1K* ~ (l43*4 ) towers 1e am eat 444I•m• 1(w( 7/ OW ma f• • NM 4•••• ••••• er 11 111113-14.111• 4 •••41•014•41 Watt • •••• sr .I 44 414 M K IMAM •• •• CO 04 1444• RA MP NO MI SI WWII 4411ie1•UL n •141•8•11•••••• o..c 4.01 01••141•0 COMM SWIM • 1 • 14.* 4140.141111 014•14.1 0136. I( MUS M416 14• 11TO• 44 R r4 same .1 . Al •4••• 1140* • 1441 (4. Asst. 4 4 rw r. •••• Isms K YwKe M {*14.4111 )4I* .44 4 441. 141. • •• 4 •••• 11•0I4144 •1• 14Rr M( K 001•36441 4tF*N•14w 14 ••••• • K MO••.11KI8144 • 114 • Maw.. •174.1 II•• .0 Sr 01•••44 M *44.4 (40441 44411. ••ax ••• 11 141.14+••.•4. 444• M••4 • 44 MM O r 440/44444 44140 KIM IM M01 44 •414•51 ••••01* Me 4041. CM/ 0441/44 1144 MI MIDAS 111•••• 4te014)0•• 111 SASE earl* ••10(0.3 14 M4 I0( M 744 101014 MO M CR 0$14 se. N I WWI ••••43 1144 140 Iw' ■ .loo' 4 /1 rumen *110 - 2.000 --� ©STUD ANGLE 50 I' 1 .06E n r/7 1 T 1 ..25' •I1• •■• 4w• . •.•w MID* • wad., •••1 4.• sac 1' • 16 Al 1 2 1 1 1 1 1/6' x 4/14* 560( 12 32C11014 1 1 1 tn►rcALl )SO 4 . 500• 4/4 awC. SIUO .1 06' Sol la 4MC•10as 4'r/• �1 f 1a(.a. ear 0.124' T 1.1100' g 2.000' ---� ®PATIO III 1 DI TAR 66• Sol ).So' } - %3.00 - }- a 0o -- +- 1 3.0o• --1 Mac uccwo + 4.504 e.so• +e.*0 + ..w4 s.30 4 e .moons 2.00•-4 )- 1000 -•• -- 1300•. - 3.0o* --4- no--; 3 HEADER CHANNEL LAYOUT 44 Sill 3 1 /e' r6 1 /):1411 I /2:146 I /1:.6 1/1:.6 I /2'• 1 1 1 .I • I clfols 56' 50.1 l i - � - 4 6 ANCHORS ft i 1 it II Note: Reinlorced pan at each Lop els .4th 3117th bol end sprint au( of mid sec 1_ 1 joint. '� • 1 /leg 1414 MO1.6 • 74•40 4*410 so' vs.'. 1 • • } cm } 6.)01 6.w + 4.50 4.30 Ue 4 • 41.010.4 1.w'� +300• ---+- ll eo' • 4- 13.00• ----+- 110• -}- 1500• -4 GI S41 1. t • • 1 } 6.50 S.20'+ 0.50'+ 3.50'+ e.5o 4.50 1.50 4 &w'+ e.w Io moons cow-4 1.- 1 300•- + - ISOO - + - I ).00• -4-I -+- 1300•- 4 -4 } e.w e.w 1.30 4.40 4.w'+ 6w +*SO e.w'+ ISO' 6.50 4.30 4 12 ••31411 STUD ANGLE SILL LAYOUT 4 3)Z E. PRODUCT RENEWED AOCEPTANCL ft -b1f T D i RO 1106 DIVISION 1 nnn .m (MIX c•Owu*o ctt omctt AIKOW.D AS (OUIUNR MIN Ts1 SOWS rNORMA Salo 66 LOO[ aul?ECEUUR t 1.5 w i 01_ ►70003[ f Y TIM 60 mac coot CONNOA T 0171(1 Kamm( r) 4 ?- 6E05.0I r* • • • Mmem iM; /• •• KK M •1.. •1•./ II411 •••1/4• P.M C••••• MW 0 WAI I MOUNT SECTION (DIRECT MOUNT SYSTEMl N.T.S ( • I • • .. r . . : • . .. h . N.T.S ,AMI Tp A nr ertu Al f t0IMI IA• 1/4 VAL MeV r•••• 0.4• of DV„ 1 4 v • roe P 1. Sl•. Poolop 1 11,.1' P.I. •... St.4 Ii..•. • 74 S4. I /•'/)0 ••• N..4 .el l /) ...1 1 /I•.1• 11•••• NI 1 Mol Co•••1 MOO. SI. .1 le•• MI run, t0 ofir_ © }WADER / STUDDED ANGJF MOUNT 51,51Cµ N.T.S I/4* 9... 1.1 Saw 1 1p •V. 7 1/i• • 1/1.1u _ 71,.. • )i •.1 w. •/I 7/ ••••II•. 4 C.. .1 SI... 11•K• •11.1 0(IAII V•7 S( V%(e Al 10• W NM/ ar •A1rt(/ WAIT MOUNT BLOWN (DOTTQMM N.T.S 1/i N•• } a O s (.•414.. •1..41-• Nlt / I0 N 1 0 JM. EMILLj (A1 OCIAL c TUDDEO ANGIE 1 TOP & T }OTTOM MOUNT SYSTFI( N. T.S AN 0•l S • 0114 VIN. Y (OGE 0•SIANCI) •40.34 not n 111a. W. • ..1 1A... ow. • •••••• ••■••• 431 (' • • ••••I 11••••••• ta... ••oe • • /••n• w.aA MI () /•' • Mail S/. 0••• . 0.. '4 1 N 11 ov 411 Rr7LM• 4 4 bULL11NGCODECUM ')OTTICL /•• VA; 1/•••• 1 /)• C•••••• f•• 14.4 ./ 1g40,14• M44•1 SI•4I S• Mt I/4'11" 543.. 1111 4/4 1/i l••■••• •/Ms. N.N Sum - l•1.•. IMO* 14O O D 4NU1011 sauna j.a. 7• (OGC ds1ANC(1 room +a• its _, Noel 0_ MuM 1] 14 11 a •.r1 41.•414 144 0.• .. 14°44..11. ••)I 41•••• ..• •• ••.1.1.•n•• .M .0.40• 417 Kl M I1, •C MOM A)'/ROv(D M COMRTIIIG M(N IH( soot ROHM SUNK COOL OAt �[c) (HE1�1,1f� 11 AOL 0117f.6A IUf(0111G COO( coketunt PIIU ACC(PIAIIM 110. 4-j -ARb5I) 1 • 8 1 • • l..• 5316 IOU WG CD IG 106Rt2 UL1Ot$0 OO>D11►11l► YAM kalZal •' ••I•i 1•. 7 of 1 • • SEMCO STORM PANEL FACTS • t ' • The Galvanized Steel Storm Panel Hurricane Total Envelope Protection System is building code fisted by Metro Dade County Florida. U.S. A. Tested by one of the toughest construction standards worldwide. Wind and hurricane storm panel protection is mandatory in Dade. Broward and Palm Beach counties and is also building code recognized nationwide. particularly in coastal or high wind regions. • Regular carpenter tools listed in the installation instructions are all that you need fa Dolt- Yourself Storm Pend Applications • Our storm panels system has been tested with a variety of alternate fastening hardware fur both concrete. masonry, stucco, block or wood Game application. • I) Tapcon screws into concrete masonry. 2) Lag screws into wood framing and 3) Sidewalk or hex head bolts secured by a tamp -in masonry a concrete anchors are all typical examples of different corrosion resistant fastener hardware combinations that are all code approved for both storm panel mounting systems. • The detailed installation instruction pamphlets are available in English and Spanish. They provide easy to follow. step by step instructions. The bilingual materal selection guide locoed in the installation pamphlets will provide available size and quantity take-off information necessary to confirm your materials • Our system utilizes standardized 44 ", 56 ". 68 ". and 86" panel lengths to provide hurricane high wind and impact protection for most typical sized window and door openings. • The stitch bolt secures panels together and is located at panel midspan and provides excellent impact protection without unsightly side mounting hardware This secures both panel layers together. - rr • The direct mount application is ideal for round or bay window angle panel applications and is also the most economical approved system available. ▪ When pre- drilling for tamp -in anchors and accidentally break into an open cell of the concrete block. the expansion tamp in anchor may still be installed utiltztng this special tool (Kline expansion anchor setting device). This device does not require impact setting • .A VS" pilot hole for wood frame construction or li8" pilot followed up by a 'A" hole for masonry construction. Expansion anchors are typically drilled to a maximum depth of between 1"-1-1/8" penetration with the concrete dust blown out of the fastener hole to seat the anchor properly. When installing storm panel sections the next corresponding panel is to lap over not under the normal left to right applications The product placement form. located in the detailed installation pamphlet. will record the number of labeled a numbered panels required for each openar.g by its specific intended location. Storm panels and mounting hardware can be painted provided suitable metal coating paint primer is first applied. Typical paint may match the trim or wall color to accent and conceal mourning hardware. See your paint specialist, different types of paint tend to require special attention. .A minimum 2" edge distance for concrete a masonry opening or edge distance for wood frame openings are required to insure correct fastener edge :learar._e Storm panels pros ide hurricane protection without lapping past the window opening. • .A wing nut driver tool is available for both screw gun and hand ratchet screw driver. • To meet building code standards, after the initial mounting hardware is applied. storm panel systems are designed to be installed without the use of special peer tools • In areas where storm panels are required by building code and also for existing buildings constructed in code required regions. typical mortgage insurance premiums are sufficiently reduced when the application of approved storm panel protection is provided. • The tested wind speed rating for the SEMCO Storm Panel Systems is approximately 140 M.P.H. This exceeds the average building code requirements of 110 I.P.H. wind born water and flying debris protection • Approved fasteners for proper installation are ceitial to confirm building code requiremenu. • Furring is a means of adding a spacer to let out away from the wall or glass of a window. • y • Proper care in stonng and handling panels is essemial. Panels not being immediately installed MUST BE KEPT DRY. Ideally. panels should be stored in an indoor area. If indoor storage is not available. extreme caution should be taken in order to prevent moisture penetration of the stack(s) by rain. snowfall. or condensation. Whether storing indoors or outdoors. the panel stack(:) should be stored of of the ground on wooden bloats. with one end slightly elevated. A loose canvas tarp or waterproof papa should be placed over the stac(s) but never tightly secured to the ground in order to allow proper airflow to oa-. (. P:astic tarps should never be used. 'The plastic will only create and hold condensation. • The 20 Gauge Galvanized Steel Storm Panel System was tested at •71.3 PSF and —55.0 PSF and with a maximum of impact deflection 2 -3/8 ". Deflection is the minimum clearance required from window to the panel Wind forces are defined at pounds pa square foot in pressure and vary with height and location of the building. • SEMCO maintains a toll Gee technical suppod Hot Line 1- 800 -737 -7327 a f- 800 -SE -SPECS with a team of qualified technicians. Monday through Friday. 8 30 am to 5:00 pm EST. Providing information on building permitting. custom lengths. special applications and general "How To information. Building permitting forms are available where storm panels are purchased. •r • 5/25/99 0-6 /EY Date Ltiveia C441 V1) 1 Name Building Official 7iaM1 , g1reS Name of Municipality GIS 4 Address City, State, Zip RE: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Sir : We are the authorized distributor of the Dade County Notice of Acceptance Holder for 20 GA. SINGLE STQRM PLY SYSTEM under the 97- 0805.01 . This letter authorizes to tee our 20 GA. SINGLE, STORt ,P_ LY SYSTEM approved under number 97. 0805.01 to be used at the following job: Pnbet l -.��. vt7t cif [ Name Of Owner gs /r/&" S 1 Jnbsite Address A Acres P 33/37 111101 Industry Drive • P.Q. Bon 2634 JadWoni4flo. °Florida 32218 • 1(800)542.1479 FL WATS • 1(800)8740335 NAT. WATS • (904)7574200 . uthoriz d Signature fr• Notice of Acceptance Holder JIM HORTON. VICE PRESIDENT Print Name and Title Qualifier State # d Municipal # 1 Architect/Engineer /■ Bonding Company �' Mortgagor rj A Square Ft. /10)0 Signature of owner and/or Condo President r 1,: JENNIFER JOHNSON MY COMMISSION # CC 903127 "eo ® , EXPIRES: Jan 18, 2004 1.803-3-NOTARY Fla. Notary Service 8 Bonding Co. Notarrj as to Own My Commission FEES: PERMIT RADON 2 - /7—oe2 Date ,�- /?. - tom Buildin g$ 111160 4 >, • r. PERMIT APPLIICATION FOR MIAMI SHORES VILLAGE Date — ,}a- Job Address c9-85 4 ✓ Ore- 9/ J Tax Folio / 1 1906 0 13 3460 Legal Description L6f + a 1 NO' a S Historically Designated: Yes No 1_,./ O w n e r / L e s s e e / T e n a n t r] O P I . A C Z Master Permit # f 9 / 2 3 Owners Address r2S a ®/ Phone 3bs 7j7... ‘ Contracting Co. ClAkAi 4e8 6 ✓ Address ie g? Permit Type (circle on:,: BUILDIN ELECTRICAL PLUMBING MEC r)AN ICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 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. C.C.F. l YL D NOTARY Estimated Cost (value) 9 J/ ' ) SS# Phone (1.4 - 7J Competency #i9fLSSQO/O3ins. Co. Address Address Address OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all )1'�7 wibe done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the w . t d. 7 Signature J, f Contractor br Owner- Builder Notary as to Con or My Commission Expire Electrical 2- / -CO ', JENNIFER JOHNSON MY COMMISSION # CC 903127 '4* O F EXPIRES: Jan 18, 2004 1-800-3-NOTARY Fla. Notary Servioe 8 Bonding Co. BOND Date ate APPROVED: Zoning Mechanical Plumbing Structural Engineer QL oto- CJ-3 /- TOTAL DUE . MFTRO�4DE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens FL 33016 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: 24 ga. Raised Panel Embossed Garage Door 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 Dab Doors Inc. drawing No. 98 -12, issued on 04/03/98, revised on 07/25/98, with Miami- Dade County Product Control Approval Stamp. 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. Acceptance No.:98- 0506.07 Expires:10 /01/01 Internet mail address: postmaster ©buildingcodeonline.com CONDITIONS BUILDING CODE COMMITTEE Approved: 10 /01/98 -1- Raul Rodfiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: httpJ /www.buildingcodeoniine.com - a DAB DOOR COMPANY, INC. ACCEPTANCE NO: 98- 0506.07 APPROVED : OCT 0 1 1998 EXPIRES : OCT 0 1 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS A - DRAWINGS 1. Drawing prepared by Al- Farooq Corporation Titled "Sectional Residential Garage Door ", Drawing No.98 -12, dated 04/03/98 with latest revision on 07/25/98, Sheet 1 through 3 of 3, signed and sealed by Humayoun Farooq, PE. B TEST 1. Test Report on Large Missile Impact Test, Cyclic Wind Pressure Test and Force Entry Test, "16' -2" Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. Heti 98 -722, dated 04/06/98 signed and sealed by H. M. Medina, PE. 2. Test report on Uniform Static Air Test "16' -2" Overhead Sectional Garage Door ", prepared by Hurricane Engineering & Testing Inc., Report No. Heti 98 -720, dated 03/27/98, signed and sealed by H. M. Medina, PE. 3. Test Report on Salt Spray Exposure Test "G40- Painted ", prepared by Celotex Corporation Testing Services, Report No 258592, dated 08/17/98, signed and sealed by R. G. Miller, PE. C CALCULATION 1. Anchor Verifications dated 04/28/98, pages 1 through 4 of 4 prepared by Al -Farooq Corporation, signed and sealed by H. Farooq, PE. D MATERIAL CERTIFICATION 1. Test Report on Tensile Test "16' -2 "w x 24GA steel residential sectional garage door u -bar", prepared by Hurricane Engineering & Testing Inc., Report No. Heti 98 -T86, dated 04/16/98, signed and sealed by H. M. Medina PE.. 2. Product Control Notice of Acceptance by Metropolitan Dade County, Acceptance No 95 -0626.01, approved on 01/11/96, expiring on 01/11/99, signed by C. Danger. E STATEMENTS 1. Letter of Non Financial Interest, issued by Al -Farooq Corporation, dated 04/24/98 and signed by H. Farooq PE. 2. Letter of compliance, isued by Al -Farooq Corporation, dated 04/24/98, and signed by H. Farooq PE. E1 Cand' • • • PE, Sr. Product Control Examiner Product Control Division DAB DOOR COMPANY, INC. ACCEPTANCE NO: 98- 0506.07 APPROVED : OCT 0 1 1998 EXPIRES . 00T Q 1. Zflfft NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a 16' wide sectional door 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 (SFBC) for the location where the pressure requirements as determined by SFBC Chapter 23, do not exceed the design pressure rating values indicated on the approved drawings. r• 2. PRODUCT DESCRIPTION E� 2.1 The DAB 16' wide Sectional Door and its components shall be built in strict compliance with the following documents: Drawing No. 98 -12, titled "Sectional Residential Garage Door ", prepared by Al- Farooq Corporation, dated 04/03/98, with latest revision on 07/25/98, Sheet 1 through 3 of 3, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Units with dimensions equal to or smaller than those shown in the approved drawings shall qualify under this approval. 4. INSTALLATION 4.1 The Sectional Door and its components shall be installed in strict compliance with the approved drawings 4.2 The installation of this door does not require Hurricane Protection Systems. 5. LABELING 5.1 Each door shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami -Dade County Product Control Approved ". 6. 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 defined in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of the system -2- Candido Font, PE, Sr. Product Control Examiner Product Control Division DAB DOORS COMPANY INC. ACCEPTANCE NO.: 98- 0622.01 APPROVED : OCT 0 1 1998 EXPIRES : OCT 0 1 2001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1: - Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. andido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- DOOR w10THS 1 OF CENTER STILES 9%-C TO 1t' -10 2 12 -0" TO 13' -10' 3 14' -0" TO 15' -10' 4 15' -11' TO 16' -10' 5 DOOR HEIGHT CONSISTS OF 6' -6' 2 SECTIONS 18" 2 SECTIONS 21" 6' -9' 1 SECTION 18' 3 SECTIONS 21' 7 • SECTIONS 21" - _} _ - 7' - 5" 5 SECTIONS 18' - T • SECTIONS 18' 1 SECTION 21' 8' 3 SECTIONS 18' 2 SECTIONS 21 V - 3' 2 SECTIONS 18' 3 SECTIONS 21" 8' -0 1 SECTION 18' 4 SECTIONS 21 _ 3 -9 5 SECTIONS 21 - 9' 6 SECTIONS 18" - 9' - 5 SECTIONS 18' t SECTION 21' 9' -6' 4 SECTIONS 18' 2 SECTIONS 21' 9' -9 3 SECTION$ 18' 3 SECTIONS 21' 10• 2 SECTIONS 18' 4 SECTIONS 21 10' 1 SECTION 18' 5 SECTIONS 21' 10' -6' 8 SECTIONS 21' - 10' -9' 8 SECTIONS 18' 1 SECTION 21' t t' 5 SECTIONS 18' 2 SECTIONS 21' 11' -3' 4 SECTIONS 1 3 SECTIONS 21" 11'_6 3 SECTIONS 18' 4 SECTIONS 21' 1 1' -9' 2 SECTIONS 18' 5 SECTIONS 21' 12' 1 SECTIONS 18' 6 SECTIONS 21' 1 2' -3" 7 SECTIONS 21' - 12' -5' 8 SECTIONS 18' 2 SECTIONS 21' 12' -9' 5 SECTIONS 18' 3 SECTIONS 21' 13• 4 SECTIONS 18' • SECTIONS 21' 13' -3' 3 SECTIONS 18' 5 SECTIONS 21 13' - 6' 2 SECTIONS 18' 6 SECTIONS 21' 13' -9' 1 SECTION 18' 7 SECTIONS 21' 14 ' 8 SECTIONS 21' - 1 4' -3' 8 SECTIONS 18' 3 SECTIONS 21' 14 -6' 5 SECTIONS 18' 4 SECTIONS 21' 14' -9' 4 SECTIONS 18' 5 SECTIONS 21' 15 3 SECTIONS 18' 8 SECTIONS 21' 15' -3' 2 SECTIONS 18' 7 SECT1016 21' 15' -6' 1 SECTION 18' 8 SECTIONS 21' 15' -9 9 SECTIONS 21' - 1 a' 6 SECTIONS 18' 4 SECTIONS 21" SCHEDULE 'A 7 X 7 GALV. AIRCRAFT TYPE CABLE & NCO- PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 7 -1 /2" X 14 GA. GALV. STEEL ROLLER HINGE FASTENED W/ (6) # 14 x 1/2" SUS 7-1 X 18 GA. GALV. STEEL CENTER HINGE. FASTENED W/ (4) y 14 X 1/2' SUS LOCK 2/ DOOR 3/4" W X .15 THICK LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) ij 14 X 5/8" S.U.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS 3" x 6- 7/16" X 12 GA. STEEL FIXTURE FASTENED w/ (3) # 14 X 5/8" SUS OUTSIDE HANDLE PUSH NUT PUSH NUT CENTER STILE OUTSI KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCK SHOWN ABOVE CENTER STILES SEE SCH. •A' OPTIONAL VENT MAXIMUM OPENING AREA 120 SO. IN. LOCK BAR GUIDES INSTALLED ON END STILE W/ (4) J 14 X 5/8" SMS .151 X 3/4" W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR MAX. DOOR WIDTH 16' -2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR 1'1 rn h GENERAL NOTES 1. THIS STR ICXURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORIN(; OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. VJ A DAB DOOR MODEL 824 MAX. SIZE 16 -2" WIDE X 16' —O" HIGH DESIGN PRESSURE RATING = + 42.0 PSF — 44.0 PSF THIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. Enqr: 0110 FAR000 S?13wiA tr By c PATENT PENDING APPROVED AS COMP_Y: :1 `;' Ti! :'rE OINC: D SOUTH 0 :O E .. DOSE OAT "'` OA- ! yO PRODUCT CGNTROL G. S y CODE '' Q CC:� .X CE OF Fi.E ACCEPTANCE ;:0. � C 0 0 0 W 0 1- Z W 0 VT W IX J Z 0 1- In m 0 0 e 1n C 0 1n c 0 0. u v .0 a) 0 S 0' v� Iri 1 0 .c u t drawing no. 98 -12 (sheet 1 of 3 0) Emir: DR. I HUMAYOUM $TRUPURtS. . ;LA , 'l /; u895ry �• t : ' •;' • DAT ,. r Z OCUC! CO. 0!. 0: .e.i d', 1ST SECTION (BOTTOM) REINFORCING 16 GA. X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 TOP OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ Two # 14 x 5/8" S.M.S. AND TO ENO STILES WITH FOUR # 14 X 5/8" SUS 16 CA. X 2 -1/4" x 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILES _ WITH FOUR f 14 X 5/8 SUS STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH - ONE 5/16" X 1 -5/8" LAG SCREW SOUTHERN PINE 0.55 S.G. 13 CA. STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. ® 48' O.C. AND TUBULAR RUBBER WEATHERSTRIPPING 14 CA GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1 /4 - 20 x 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT OPTIONAL STOP MOULDING BY 000R INSTALLER a." 4 te" INTERMEDIATE SECTIONS REINFORCING # 14 X 5/8' SMS 6 PER HINGE 1MII1 1=1 7/16" PUSHNUT _ INSTALLED ON ROLLER SHAFT 16 CA. X 2 -1/4" X 2" CALV. STEEL U.BAR REINFORCING TRUSS CO CENTER OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO # 14 X 5/8' S.M.S. AND TO END STILES WITH FOUR # 14 X 5/8" SUS TOP SECTION REINFORCING 1/2" X 1 -3/4" X 1/1 6" VERT. ALUM TUBE (6063 -T6) —GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS 12" 0.C. 1-7/8" X 2 -5/8" X 18 GA. STEEL CENTER STILE. CLUED & RIVETED TO 2 18 GA. GALV. STEEL CENTER HINGE # 14 x 5/8" S.M.S. 4/ HINGE SECTION 8 - ROLLER HINGE 16 GA. X 2- 1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES w/ TWO # 14 X 5/8" S.M.S. AND TO END STILES WITH FOUR ij 14 X 5/8" SKIS PANEL POP RIVETS r 3/4" x 2 -1 /2" X. 15 GA. STEEL END STILE va 1 • - 3/8" SLEEVE ANCHORS 1 -1 /4" MIN. EMBED INTO MASONRY 1 PER BRACKET 24 CA. STEEL PANEL FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 0 4" 0.C. 1 END STILE THIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATENT PENDING [ALL RIVETS ARE 3/16" DIAMETER AFFROVED AS CDM LYiN^1 SCJTH, L' :^1 5 ;1 i " :G :_':E BY l O O O O W Q a C.; J z W O (/'1 0 P 0 O 0 U z 0 0 J o+ to 1 N N 0 a W - Q 10 In 0 W H eThf cn c O In . y 1 c 0 0. (4 . 0 0 0 O t c 0 ) drawing no. 98 -12 (sheet 2 of 3 000R HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1 ST 1 2ND L3R0 14TH 15TH 81 I 82 � B3 84 85 86 87 88 6' -0'• 18113 '18" 18" N/A 1.. I 1 1 -3/4 ", 23- 34- 1 45 .. 56- 67" - 6 -6 21 j 13 3 21 "�N /a i ' 1 t -3 / 4 .. - � ,� 34" 45 56" a;7" - 7' -0" 21..121 121" 21" N/A t" 111 -3 /4" G3 •• 34 .. 45.. 56 67 " 78- - 7. -6_ 13• 13. 118 .. 18 .. 1$ .. 1.. 111-3/4.1 23 j4 45 56 67" 78 -1/4" 3 -0 21" 18_ 18.. 1$ -21.. 1.. 1 1 - 3/4•• 23 34 45" 56" 67" 78-1/4" HORIZONTAL REINFORCEMENT 1/2 x1 -3/4" x1/16" ALUM TUBE (6063 -T6) GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS HORIZONTAL REINFORCEMENT 1/2" x1 -3/4" X1/16" ALUM TUBE (6063 -T6) CUT TO MISS RIB GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 21" PANEL POP RIVETS 14 GA. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET // -w/ 5/16-18 x 3/4" HEx HEAD M. SCREWS 1c NUTS. 0 •4%144, � . SECTION A —A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 12 GA. GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED w/ (4) N 14 X 5/8" S.M.S. 7/13" DIA X 3 -3/4" ROLLER SHAFT OPTIONAL EPS- EXPANDED POLYSTYRENE INSULATION BY APACHE PRODUCTS CO. DENSITY = 1.07 PCF N.O.A. 1 95- 0626.01 14 GA. GALV. STEEL ROLLER HINGES FASTENED w/ (6) B 14 x 5/8" SMS MIN. 24 GA ROLL FORMED STEEL PANEL DRAWING DUALITY G -40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 CA. GALV. STEEL BOTTOM BRACKET FASTENED w/ (4) # 14 x 5/8" SMS "- SECTIONS APE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TOP BRACKETS AT 10 0.C. 5/16" x 1 -5/3 LAG SCREwS INTO W000 OR 5/16" SLEEVE . ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET 2-1/2" :< 4-1/4" x 1 3 r STEEL PLATES WELDED TO 1 - < 1-1/2" :< 14 . A. ANGLE USE (4) 1/3 - SS BOLT & NUTS TO JOIN STRAIGHT AND CURVED TRACK SECTIONS THIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998. TRADEMARK PROTECTED 00 NOT REPRODUCE WITHOUT WRRTEN CONSENT. PATENT PENDING / t L 0 0 TRACK CONFIGURATION CAST ALUM. ...../CABLE DRUM HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12 IN. --_7 14 GA. GALV. STEEL TRACK • HORIZ. TRACK SUPPORT AS REOD. BY DOOR INSTALLER WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOLID By NCT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER w00D STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. W000 BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCk WALL OR CONC. COLUMN W/ 1/4' TAPCONS WITH 1 -3/4" EMBED AND A SPACING OF 10" 0.C. OR 3/3" DIA. SLEEVE ANCHORS 1 -3/4" EMBED AND A SPACING OF 12" 0.C_ THE ELOC WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS \ 2" X 3 -1/2" X 12 GA. STEEL ANGLES 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS dt NUTS. Er gr: OR. ,HUMAYOUN FAR000 STRIhT11RES • FLA. ?E F '1.6 K ' 1998 SDE:-'i r• 1ITC BY _ 1 . 1 JCT CONTROL C;V.S O'. 3 an% C3 E ACCEPTANCE : :0. _ 1� 0 0 c 0 J m a 0 v 7 0 O W m 4 0 C 0 -0 u 0 0 a a drawing no. 98 -12 (sheet 3 of 3