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1999 INT. REMODELINGDate Z I Job Address l lo7 the 9-1 tee Tax Folio Legal D ,°ription q� Historically Designated: Yes No Owner/Lessee / TenantY 2$ 7fL UG I` (� �� Master Permit # ' uj Owner's Address Phone C) O 5 JN 5,3 Contracting Co. X /I ,OF L 4/ (4 Address X 7,2V Sc. )( Qualifier SS# - Phone State # Municipal # Competency # Ins. Co. Architect/EngineerX' (c7. Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 2C Ho A. d- I /, TF 2/04, (2. P - ‘ Le.) s ' A J v Square Ft. t '-i-i N3Go- 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 P ate Signature of Contractor or Owner uilder L 4r Date FEES: PERMIT 31 `it PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 3 Y z/ Notary as to Owner and/or Co c o President Date My Commission E • ires: L4 V RADON ,� d . C.C.F. APPROVED: Zoning Building Mechanical . w ° Plunbing 0 Address 3() I /OE ' 'T. 1-- a-i i , F(- • Estimated Cost (value) '7j 0 /..97) () Notary as to Contras or or Owfier- Builder Date My Commission Expires: Electrical 5' 22 i• NOTARY BOND - TOTAL DUE Engineering ,. a s ' Q PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ' 5 • 7 Job Address ?47,r/c 9J =,P,e Tax Folio Z 3 sz ,� / ,� 0 1 � .� Legal Description e � , /.fe . /' �- Ilistoricall Designated: Yes No '/L.essee / Tenant Owner's A d d r e s s 5 L 7 1 4 1 E . 2 Contracting Co t Z, C.-0•4 Qualifier Sgei6E- "7-6 Master Permit # /24a/9 , Phone 51 $ S / — 2< / 4 14. er • Address 7 St SuJ 74 Lc.iy rJ� cal 1 SS# / - ! Phone 5 rY VC 7 r State # C G OO S7 C3Z Municipal # � Competency # Ins. Co. Architect/Engineer /A2 C` y Bonding Company Address Mortgagor — Address Permit Type (circle on WORK DESCRIPTION . / ,0(1 /D/ A-/CS //v9 Square Ft. 4 Estimated Cost (value 2. Z/ °try - C 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 pennit 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 t all a .oing information is accurate and that all work will be done in compliance with all applicable laws regulating constru and zoning. Furth ;'ore utho e above -n. 1' a :ctor to do the work stated. 1 .•- o : s. o t �: �'!, President My Cons!or ° es: • o ; # CC 609160 : • e .�� /11 11111111 FEES: PERMIT RADON A d d r e s s /2- 2 - - xJJf ' Z 7 JtT' /� �i2t / tl,/(h ECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Date N C.C.F. Signature o or Contractors My Commission Expire NOTARY Electrical ammissioN do cc teak JUN 09, a$30 BONDED T) U ATLANTIC BONDING CO., INC, BOND APPROVED: Zoning Building Mechanical Plumbing Stnictural Engineer TOTAL DUE Date Return 1o: (enclose Self- addressed stamped envelope) Name: �O Oc4 Address: 01 fl` This Instrument Prepared by: // #ly,/' / / Address: Property Appraisers Parcel Identification (Folio) Number(s): Permit No. State of Florida County of Address Surety Address Name Address SPACE ABOVE THIS LINE FOR PROCESSING DATA General description of Improvements Owner Address Owner's Interest In site of the improvement Fee Simple Title holder (If other than owner) Name Address Contractor X 4 4/4 0z4we.. x Gi Si..) 7 t Any person making a loan for the construction of the Improvements: Name Address Sipltatuie:oi OWn -I C 1:15350 (NOT•.AAV f iff SApMPfSg41003 Bond Thru t „�' At BondinZ Cu., Inc. kywrcJ 6 Job) Aelfzetd 117 0 fid 17 ff (-/ 0 , / A JJo /t Notary Signature Printed Notary Signature NOTICE OF COMMENCEMENT FS 713.13 NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. Legal description of property (Include Street Address, If available) qC 2 j¢' 9/ 7C'r . l A W GA. ) t !!1 //, j Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. In addition to himself, owner designates Of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Expiration date of Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date Is specified). A .1: COUNTY OF DADE D3 i.2 %::t31IGy that is I . o (true c ' vf Oho a / �' d ®y a i on Oil ,J i.t f':Is •,Ntco on �— ° • p. o. U S ^� '1 t(nt ft .FR r clrroto r.nd County cnurlc c.c-. e (WC( Printed Signat e of Owner 1 have relied upon the following identification of the Affiant SworL subscribed before me this day or 19 ) Al - -a 99R213949 1999 APR 26 14:41 SPACE ABOVE THIS LINE FOR RECORDING DATA Amount of bond $ 63f 4 #4 /7 RAMCO FORM 409 aj& ? i-(6 9 ( MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMEN 10050 N. E. 2nd AVENUE (305) 795 -2204 FAX: (305) 7Ec -a972 BUILDING PERMIT /CONTRACTORS REGISTRATION CHECKLIST Copy of STATE OF FLORIDA CERTIFICATION (DPBR) c: STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. Copy of current OCCUPATIONAL LICENSE from county or municipality where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village) . Certificate of Insurance for TaMEER'S COMP (addressed to Miami ShoresVillage) or if exempt. State of Florida LES Form BCM -204, Construction Industry Notice of Election to be Exempt. PLEASE SUBMIT EVERYTHING CHDZKED OFF Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sealed by r egistered architect or engineer. Occupancies by Group Classification must be on plans and permit application. All plans must include folio number and property address Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sealed by architect or engineer when applicable. ea(' -te e k c / g Certificate of Elevation signed and sealed by Surveyor. Current survey of the property. Substantial Improvements Checklist (contractor or owner). k Two sets of energy calculations. Two sets of signed & sealed Truss Plans (Engineer). DADE County or State of Florida Products Approvals for roof materials, heds, windows, exterior /garage doors, aluminum carports, screen enclosures, shutters awnings, skylights, french doors and etc. Approvals from HRS, DADE County Impact Fee Section, Fire Department & Health Department (when applicable). DERM' Warranty Deed or Other Proof ofOwnership if necessary. Structural Review fee .� 7.5 EC 12. 4 Flood Elevation aiami cShores91Iage F L OR ID A PLANNING BOARD AGENDA OF March 18, 1999 ITEM NO 6 Name of Owner /Applicant Bruce Alspach, D.D.S. Name of Architect/Contractor Present Zoning R - 16.5 Variances/Zoning Change none Council Action Required Jose G. Boada Address of Property, and/or Legal Description 967 NE 91 Terrace • Nature of Request approval of plans for garage enclosure (Sec. 523) . Director of Building and Zoning (305) 379- 3513,.wk Phone No. ( 305) 361 -2496 hm Phone No. ( 305) 576 -5227 Area of Present Building Area of Proposed Addition Total Area Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code : Front Side Rear Setbacks Provided : Front Side Rear Planning Board Action APPROVED WITH THE PROVISION THAT THE EXTERIOR DOOR BE ENCLOSED. Council Action MIAMI SHORES VILLAGE PLANNING & ZONING BOARD MEETING MARCH 19, 1999 The regular meeting of the Planning and Zoning Board was held on Thursday March 18, 1999 at the Village Hall, commencing at 7:36 PM, with the following present: Robert Blum, Chairman Ivor Hegedus, Vice - Chairman Max Wolfe Sturman Jim McCoy Norman Powell Richard Sarafan, Village Attorney Also Present: Frank LuBien, Building & Zoning Director Veronica A. Galli, Recording Secretary All witnesses expected to testify were sworn in at this time. i EM #1 MINUTES, FEBRUARY 18, 1999 Mr. Sturman moved to accept the Minutes as presented. Mr. Hegedus seconded the motion and the vote was unanimous in favor. 11 #2 REQUEST FOR APPROVAL OF FENCE INSTALLATION. Luis Biancalana 9301 NE 9 Place Mr. LuBien informed the Board that the ordinance requires a 3 '/2 foot high fence in the front yard, a five foot high fence on the side yard and/or rear yard. Mrs. Biancalana informed the Board that she wanted consistency in the height of the fence. She stated that the consistency would create harmony with the overall landscaping of her home. Mr. Sturman moved to approve the request as submitted. Mr.Hegedus seconded the motion and the vote was unanimous in favor. ram #3 REQUEST FOR APPROVAL OF PLANS FOR REVISION TO COVERED TERRACE ADDITION. Guy E. O'Grady, M.D. 800 NE 96 Street Mr. LuBien informed the Board that Mr. O'Grady withdrew his request because he (Mr. O'Grady) could not attend the meeting. ITEM #4 REQUEST FOR APPROVAL OF PLANS FOR PRE - FABRICATED FIREPLACE INSTALLATION. Denise Bergqvist 701 Grand Concourse Mr. Jonathan Zenus, contractor for Ms. Bergqvist stated that the pre- fabricated fireplace installation would be more harmonious with the construction of the home if installed on the backside of the ridge and not the front ridge. After further discussion, Mr. Hegedus moved to approve the request with the condition that an elbow be placed to the back ridge line and that if this condition is not met, the applicant must come back to re- apply. Mr. McCoy seconded the motion and the vote was unanimous in favor. ITEM #5 REQUEST FOR APPROVAL OF VARIANCE TO INSTALL FIBERGLASS SHINGLES. Jane Hyde 561 NE 101 Street Ms. Hyde stated that she has kept the home maintained for many years and that the request to install fiberglass shingles on the west side of her home over a single door entrance is a necessary improvement. Ms. Hyde provided a letter from an engineer stating that the roof in the stated area will not hold the weight of tile. Mr. McCoy moved to approve the request as submitted. Mr. Hegedus seconded the motion and the vote was unanimous in favor. ITEM #6 REQUEST FOR APPROVAL OF PLANS FOR GARAGE ENCLOSURE. Bruce Alspach, D.D.S. 967 NE 91 Terrace Mr. McCoy stated his concern of the possibility that the enclosed area turning into a rental area by having an exterior door. Mr. Blum stated his concern with the exterior door, flood elevation, parking and that there would be no access to the main living quarters. Mr. Hegedus stated that if the kitchen door is eliminated, a fire hazard would be a possibility. Mr. Powell stated his concem regarding the possibility of a rental space development. After further discussion, Mr. McCoy moved to accept the request with the exception that the exterior door be enclosed at the time of the renovation. Mr.Powell seconded the motion and the vote was unanimous in favor. 1lEM #7 REQUEST FOR APPROVAL OF APPEAL OF BUILDING OFFICIAL'S EXTERIOR COLOR REJECTION. Chris Master 273 NE 98 Street Mr. LuBien stated the submitted color was not appropriate nor in harmony with the surrounding area. Ms.Ines Hegedus informed the Board that the submitted colors, Benjamin Moore #805 Blue and #272 Yellow, were approved by the Historical Preservation Board at a meeting held on Monday March 15, 1999. Mr.LuBien stated he was not notified of the approval with a Certificate of Appropriateness from the Historical Preservation Board. Mr. Powell stated his disapproval that no pictures or any written support from the Historical Preservation Board was provided for the review of the Planning & Zoning Board. Mr. Powell went on to request that the Chairman, Mr. Blum request that all requests for approval of appeal of the Building Official's decision pertaining to exterior color of homes have photos of the home submitted along with any and all supportive paperwork on information pertaining to the request at the time the request is submitted to the Buildng Official. Mr. Hegedus moved to accept the request as approved by the Historical Preservation Board. Mr. Sturman seconded the motion and the vote passed with Mr. Powell and Mr. McCoy voting NO. Mr. Blum, Mr. Sturman and Mr. Hegedus voting YES. i'1EM #8 REQUEST FOR APPROVAL OF APPEAL OF BUILDING OFFICIAL'S EXTERIOR COLOR REJECTION. Komal Bhojwani 9101 NE 2 Avenue Mr. LuBien stated the submitted color was not in harmony with the area. After much discussion, Mr. Sturman moved to approve the application as submitted (colors 4/D 446 and 3B 439) and Mr. Hegedus seconded the motion. Mr. McCoy moved to amend the motion to colors #446D and HC 119. After discussion, the main motion as amended was voted on and approved unanimously in favor. 1'1'EM #9 REQUEST FOR APPROVAL OF APPEAL OF BUILDING OFFICIAL'S EXTERIOR COLOR REJECTION. Nancy Dowson 289 NE 102 Street Mr. LuBien stated the color submitted is not appropriate nor in harmony with the surrounding area. Ms. Dowson stated that the original color of the home shown through when they were scrapping the home to repaint it and that she matched that color to the submitted color . After further discussion, Mr. Sturman moved to approve the request as submitted. Mr. Hegedus seconded the motion and the vote was 4 to 1 for approval with Mr. Powell voting against. The motion passed. Ms. Inez Hegedus addressed the Board stating that the study she has been working on regarding the color of exterior paint on homes in the Miami Shores area for the past 6 months has stagnated and she is resigning her position with the study. Mr. Ivor Hegedus addressed the Board announcing his resignation as Vice - Chairman of the Planning & Zoning Board. Mr. Hegedus is relocating outside of the Miami Shores area. Mr. Tom Benton, Village Manager addressed the Board regarding the Village Disaster Preparedness. He explained that the Hurricane Plan is reviewed every May. This review would encompass other natural disasters such as tornado, flooding etc. Mr. Benton also stated that the Public Works personnel have been trained in disaster techniques, and mutual aid agreements are in place and are expected to work smoothly. The March 18, 1999 meeting of the Miami Shores Planning & Zoning Board was adjourned at 9:45 PM. Robert Blum, Chairman Section 523. [Quality of buildings generally.] All buildings shall be generally harmonious in character and appearance, including exterior color, with existing buildings in the neighborhood and shall be appropriate to their surroundings. In the event that an application is made for a building permit for the construction of a building, or the performance of work on an existing building, that, prima facie, would be inharmonious or inappropriate in the manner indicated above, such permit shall not be issued except on recommendation by the planning board and approval by the village council, as provided in Article VI. (Ord. No. 503, § 2, 1 -6 -87) 1 teTz -‘-ur Ora USAvA A WA'f F t-hotmas. cI e V-014rTl • ' , DMA EA"filNics, I 1 / NOV wi 1 G N 0 _iproc,. -11.1 • Ftzt.rr Loe..64 To soTTvt-1 ibr.C4-1 To /141"40 PIt.J. Ft.44/.42. OLEVATie- 4:4019I yes . eP 0• Tf /70LITN • nLEVATIONI (F got■1T "a- kVa..LkoHT trzokl fito RM.. 1Z Wake...6 ALA_ 1v WA, ‘NI.Y ( k.) e,itiv FIN/ Frt.eva. egrrky..A.,Ar rt..k/ATV-#..1 . • • 4,1-1.11 L. Return to: (enclose Self-addressed stamped envelope) Name: ✓ 06-4 /, ` Adore $: I (! y // This Instrument Prepared Dy:' �d r)N 4.A / e. Address: 7 J¢ i y t ql ( 2_7,-20 Property Appraisers Parcel Identification (Folio) Number(s): a J 01 State of Florida County of Name Address SPACE ABOVE THIS LINE FOR PROCESSING DATA Permit No. NOTICE OF COMMENCEMENT In addition to himself, owner designates '''' / QTAR'3RIDisafkst MBkPP. I P ic l :ap A(•t , � tJ(!S NOTICE OF COMMENCEMENT RAMCO FORM 409 FS 713.13 SPACE ABOVE THIS LINE FOR RECORDING DATA The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 7 Legal description of property (Include Street Address, If available) � to /1,44, rltd,e4 General description of Improv ents i Owner 0t, r s A ,y Address q67 A/4" 1 1'/ Ter /ice / `�4 , 1' Owner's Interest in site of the improvement 4, A ( ,4 i 54. 64 Fee Simple Title holder (if other than owner) Name Address n Contractor // A ,Vk '✓C Lu- Address ( Q t 1 ,30 / Surety ! � ` 4 P J V Address Amount of bond $ Any person making a loan for the construction of the improveem nts: Name Address Person within the State of Florida designated by owner pon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Of to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Expiration date of Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date Is specified). CA— W2---4- 5� Signature of Owner — Printed Signature of Ow t 1 have relied upon thy following identification of the Affiant 1 a,.../ e Az, Swor t and subscribed before me this el_ day of 19 • . t9J / ■6# Notary Signature 4o9 4 0 it Printed Notary Signature PLAN REVIEW COMMENTS - AW�' /G DATE: PROJECT NAME : PA "A Lf e 5 - ii? PROJECT ADDRESS : }' 9/ 7 ° 77i REVI EWER: Ai e/te? i / /44 7 / 50 SHEET NUMBER: �'#P)' 729,-e' X COMMENTS L ✓, -2-62 , / �� J f� a47-- ) Z2 &), s —. Sig'ature of Inspe or Title Date Signed (PLEASE TURN IN A. COPY OF THIS FORM AS YOUR TIME SHEET: FOR ALL PLAN REVIEW) Total Number of Hours 0 9L.a R :VIEW COMMENTS DATE: ''749/75 PROJECT NAME: g4 lV7a-G PROJECT ADDRESS: 967 N5 91 Ter REVIEWER taPti SHEET NUMBER: COMMENTS sub ;/ Pro& d j - 'r va. oral view otwor5 eK7e r e r) z.d re7u .'r"e d s /oren s e e ,( ('J 105 in - cell rep .`l. eth b© IA pd ,es 4) �oo l't�cc� /ie M v e l &d1 304 J p b c - J O N Gov- d17 av t v do u'i a lso bei'n5 rased a &r /.� Me d i& u- u r 1 bo 7YO Fwd ®j� A e_ he 1�ea to S j( / ,�, may" fhe;rr ,1 z,, Wrr LS l di 3pa c F Ne. r op ed C6 5( b2. ? re HLaAA 10' 514121,14 czli f-a4z s 1 Signature of Inspector Title Date Signed Total Number of Hours (PLEASE TARN A COPY OF THIS FORS AS YOUR TIME SHEET= FOR ALL PLAN REVIEW) INAUFEOEE OP SURVEY arc 1a ABBREVIATIONS: (CALC.I: CALCULATED C.B.S.: CONCRETE BLOCK & STUCCO CIB: CACH BASIN CIL: CENTER LINE CL: CLEAR C.I.F.: CHAIN LINK FENCE CONC:CONCRETE CIP: CONCRETE POLE DM: DRILL HOLE ENC.: ENCROACH FD.: FOUND FM: FIRE HYDRANT I.P.: IRON PIPE IM): MEASURE MM: MAN HOLE MR.: MONUMENT LINE N &0: NAIL & DISC LOBS.): OBSERVE ANGLE AT FIELD P.C.P.: PERMANENT CONTROL POINT P.I.: POINT OF INTERSECTION Pk: PROPERTY LINE P.T.: POINT OF•TANGENCY IRJ: RECORD WI.: WOOD FENCE WIM: WATER METER W.P.: W000 P011 a a,:tU 040E/kJ &? ,0.4,ee. (7 -54) ,d40- , l / O. 140 o '• cL If 41 \/ kk a.ri'i.umG Cod L✓i�� GUNTER GROUP Jnc. i11-45o7 Land Surveying -land Planning 9350 S.W. 22'' Terrace Miami, FL 33165 1'11s (305) 220 -0079 FAX: (305) 220-3770 � /v m5 18 Att,Y 'My) ‘/. all 7 . C:70' 9 2 c)(& -i) U (I-1 >r� /fp v1 Lam. `' P/ AO` 4eR { �7 00 c b ) B( 6 „ , 7s, oe.'(e)o ) >. <•P,b /.e03 2'h (eO` o?e� . /Z METRO -M!E PRODUCT CONTROL NOTICE OF ACCE PTAN MetalTech, Inc. 7635 West 2nd Court Hialeah Your application for Product Approval of Slimline Aluminum Accordion Shutter under Chapter 8 of the Metropolitan Dade County bode governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by V. J. Knezevich, P.E., and test reports prepared by Construction Testing Corporation. 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- 0408.01 (Revises No.: 96- 1126.10) Expires:01/27 /00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 06/09/98 FL 33014 Internet mail address: postmaster ©buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rod iguez Product Control Supervisor s # anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage:. http J /www.buildingcodeonline.com MetalTech, Inc. ACCEPTANCE No.: 98- 0408.01 APPROVED JUN 0 9 1998 EXPIRES Jan. 27, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE • This revises the Notice of Acceptance, No. 96- 1126.10, which was issued on January 27, 1997. It approves an aluminum accordion type 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 The aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -807, titled "Slim Line Accordion Shutter," prepared by Knezevich & Associates, Inc., dated July 23, 1996, revision #5 dated April 30, 1998, sheets 1 through 6 of 6, 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 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 time. 4. INSTALLATION The aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name' or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 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) irn order to properly evaluate the installation of this system. Helmy A. Makar, P.E.- Product Control Examiner Product Control Division -2- MetalTech, Inc. ACCEPTANCE No.: 98- 0408.01 APPROVED : JUN n 9 1998 EXPIRES Jan. 27, 2000 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE . el . it/6/t Helm A. akar, P.E.- Product Control Examiner Product Control Division -3- 0 rt ..055 72 •.076 HEADER -CLG. HEADER 0 MOUNTED O WALL MOUNTED SCALE: HALF SIZE TYPE 1 TYPE 2 EITHER TYPE 1 OR TYPE 2 SLAT K ACCEPTABLE. THESE SLATS ARE INTERCHANGEABLE 15 05/01/98 1513 TYP. SLATS SCALE: HALF SIZE SCALE. HALF SIZE SCALE. HALF SIZE 3� 72 rt2 �� : 9 10: r SAPS MANUFACTURED FROM 14400(05 OR 18 -8 STAINLESS STEEL WI MEAN 5200 FLUOROCARBON COATING L A60• o .050 DICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) n . ASS t2 ..076 (3 •.027 3/8'9 a 0.90• LONG NYLON BUSHING W/ 010 0 3' SAPS MANUFACTURED FROM *410HT STAINLESS STETZ. W/ XYLAN 5200 FUIOROCOMM COATING & .660'9 x .050 - 714707 300 SERIES STAINLESS STEEL WASHER (TYP. 7OP 6 BOTTOM SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY O ADAPTER SLAT SCALE: HALF SIZE .211 004 0 BUILD -OUT WALL HEADER O g CENTER MATE 1 SCALE: HALF SIZE 2.373' , - • 677' L0. 1— .612 O.D. 151• 7350 LOCKING CUP SCALE. HALF SIZE I r7 ...ass 1 t2 ..076 ti •.055 t2 •.076 (3 ..125 J SCALE: HALF SIZE WALKOVER SILL 17 FLOOR MOUNTED SCALE: HALF SIZE 3.860 MAX IJ a -500' 1 b 326 0• 1.860 0.482, NOTES: 2.620 6 00 . 620'. 1 f �t 1 i ,•-ri rti I 1 i �i .055 A SILL-WALL. MOUNTED SCALE: HALF SIZE SCALE. HALF SIZE ff 01 °' 120 r 1 Z5• r .•60 093- - (L •. 9:2 r--. 1 659 O ADJ. SILL-TOP 6685 46 .600 .620 .1 SCALE. HALF SIZE t THIS & CCORWON S•tIUTTER SYSTEM 6 DESIGNED IN ACCORDANCE WITH THE S,OUTM FLORIDA 13U3.0ING COLE. 1994 EDITION. 2. POSIT ivt AND NEGATIVE DESIGN PRESSURE CALCULATIONS SMALL BE PERFEAmEO FOR SPECIFIC JOBS W ACCORDANCE WITH A5CE 7 -08 'M4@NM OESIGIH LOADS FOR 5Ua01NG5 AND OTHER STRUCTURES'. TABLES SMALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALUM WW1 EXTRUSIONS SHALL 8E 6063 -16 ALUMINUM ALLOY. U•ON. 4. EACH SHUTTER ASSEMBLY SHALL 8E PERMANENTLY LABELED AT THE LOTTO-104D OF THE LOCKING CENTERMATE AS FOLLOWS, METALTECY INC. MIAMI. FLORIDA DADE CERA,'TK PRODUCT CONTROL APPROVED 5. AU. 0.0LT5 AND WASHERS SMALL BE 2024 -T6 ALUMINUM ALLOY. STAINLESS STEEL. 39 GALVANIZED STEEL WITH A row. FT • 33 651. pop 04VET5 SHALL 3E 3/16 5052 ALUM. ALLOY 6. All SINTTERS SHALL NAVE A LaaaNG MECNANISM AT CENTER OR SEE 0.051URE WITHIN 13' OP CENTER (VERTICALLY.. LOCK0N0 HEEHAWS/4 SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 7. THE C)CTAIL,S AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PROO:UCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ MWR -DARE COUNTY PROTOCOLS PA 201. 202..A•N) 203. B. 06506304 15 BASED CM COHSTRUCTIDN TESTING CORPORATI011 (CTCI 7855 REPORT (00. o6 -026 AND 96-037. 9 TOP (OE7 A0.5 HAT ALSO BE USED AS SILLS. 10. FLOG A TRACKS MAY BE (0 4064BLE AT NON- STACKING LOCATIONS. USE 41EMOV48LE 4 4CMORS SUCH AS CALK -04 4NCNOR5. S' MAX. ANGLE SCALE: HALF SIZE t r S`Y STEEL A400 HOLE 767 4 1 � ltoo - 257 10 CENTER MATE 2 ROLLER ASSEMBLY LY SCALE HALF SIZE .050 .025 I 1 250 g 90° END SLAT O ADJ. SILL-BOT. SCALE: HALF SIZE SCALE, HALF SIZE .050- 07 FLAT END SLAT SCALE: HALF SIZE .956 sn I * 985 ! . .025 7,250 90° END SLAT SCALE: MALE SIZE 4080I 1 .688 37 1.600 I INSERT SCALE: HALF SIZE 2.815 .312 14 LOCKING ARM SCALE HALF SIZE 1/8 THICK STAINLESS STEEL it THE PERM' HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTA04 THE NEW SUPERIMPOSED LOADS AND TO VERIFY AU. 017404500005 AT THE JOH SITE BEFORE COMMENCING WITH THE WORK. 12. Ama(035 SMALL BE INSTALLED IN ACCORDANCE WITH MAMUSACTURER•5 RECO+et£KDATWNS. EMBEDMENT LENGTHS S i INCLUDE AS NOTED AND 00 NOT 5TUCC0 OR OTHER ii'3oV D i CO; 71:TH THE SOUTH FL RICA BUiLOING CODE CAT: SY CG OFF•C- ACCEPTANCE NO C 48 .-6/ 46g . . n 1 C Err L z ii za o cc 8 Q 1� W 4 • : j6 • I . ' 2 v i 1 Ail .M.1 1W 6 SCALE: 3 . r-0- r :rave ALIBI. ANGLE 3 •10 TEK SCREWS OR 3- 3/16 ALM . POP RIVETS (TIM r• ALNL TIME 6063 -T6 05/01/98 15:14 SCALE. 3 • r - 0 1 TTOM TRACK TYPICAL ELEVATION N.T.S. r MIN. PASTENIM p 2a- 0.C. MSC ANY ANCHOR 01 ANCHOR 504EOULEI OA ALT. CLOSURE DETAIL ARIL EITHER CONDTION MAY DE TYPICAL FOR OTHER SIDE OD CORNER CLOSURE DETAIL CAN BE O Hr AGO OR BELOW (MITER (SEE NOTE 61 .10 • 1/r GALVANISED SMHS OR 3/16 ALIBI POP RIVET 016 - 0.c. r • r :.os5 r : r : r : Y :.oSS' ; r • a' • .oSS OR r • S , .125 AL. ANGEL 010 TEX SCREW OR 3/ri• POP RIVET' 24 0.C. TWO I/6 - • PAST[NERS [A01 ANGLE (SEE ANCHOR FOR ANY ACEEPTAB1.[ AN VIEW LOCKING ARM CO ALIGNMENT BUSHING (NYLON) SCALE: MAU. SIZE -0.133 R 0.1.3S R 0.375 R } .0.200 INSIDE NT' y g HANDLE SHIM (NYLON) SCALE: HALF SIZE O ALT. CLOSURE DETAIL SCALE. r . r-0 2.110 Tara .125• ALIBI ANGLE CONT. OE ALT. CORNER CLOSURE DETAIL SCALD 3- • r-o- i MU • 3L 0.0 ANCHOR SCHEDULE P Op ANY ACCEPTABLE ANCMO 41. Y1 I0 V101 PFESSRINAL 01GSOER ITYPI SINGLE ARM LACK • 1101. 1101. SHUTTER SEPARATION GLASS ASS IEEE SHEET Si 0. oar THICK _ RECESSED SILL TR va_20 UST HEAD 3105-1132 OR sours S HUTS W/ 6063 -T6 ALUM 1000 WASPEPS tP ALLOY lt/B BELOW 2a O.C. CONCRETE) H �.. LXN +TONG STRUCTMftE ALF OP USE MALE Oft FEN/4.1 A5 REQUIRED MIN. SHUTTER SEPARATION FROM AB GLASS ISEL 501COULE SHEET SL DISTANCE TO EIE MEASURED FROM OACK OP 911IT0CR GLADE OR FASTENER • 26 O.E. r HERO. FROM - r HANDLE WHEN MANGLE (STY ANCHOR SOEDU .0 FOR ANY 6 NQMWTTD I 6. A[RE7PTABLE 41004051). ----• I ri t— SINGE ARM OR r HANDLE LOCKING MECI0AILSM AT CENTER OR SIDE OF SHUTTER. 1000 Puy G[ INSTALLED ON INSIDE 0R OUTSIDE OF SHUTTER SEE PAS1ENER 5CHE016R TYPICAL PLAN VIEW SCALE+ 3' • r-0 LT10NAL DOLL S ir. MOLE SIMON OP EXT O P I OETORE A 004. T 1 408 MSS FOR SS ME*0 AD BOLT (TYPO PLAN VIEW SCALE • 3 r - 0 - 3 /a' KNL ,_vr HAIL t JOINT BETWEEN REMOVABLE AND FIXED 513 O REMOVABLE FLOOR TRACK DETAIL 1 -1/6' ALTERNATE OF FLOOR MOUNT DETAIL SCALE . 3'. r- 0- 1/6' MAX AWN. ANGLE W/ 3/TS POP RIVETS ®6 O.C. NYLON (00.8 Mar 121:PfJCX Htllagtf SEIGId /OCZD OPTIONAL CLOSER HANDLE *STENCH 4YPE P SEE 55[1111 M ON SHEET 3 FOR COMPLETE DIPORMATION SECTION O® ASSEMBLY OPTIONAL OLE EXISTNG STRUCTURE EXISTING STRUCTURE MIAL 3.000 PSI CONCRETE CONCRETE FASTENER (o a-QC. -._ . a7.4?;ili:.: Ta ANY SCME0 E FASTENER ACCEPTABLE m+ S;::L01AG of ea-- E 4 c9 � lx - f/ s'�� .- (JCT 61fAI= Cop! CO.4FLWtCE OFFICE naPIANCE ITO.9 -6408 01 Q W 0 Q 0 D r. Fi Li -,� a Not PE 0 t • 03 98 -807 r 5i t �IN N; t . (4 . al 3I,i 0 2 199E 07/23.• - • N•.0 0• 1 AS NOTCOI K I, 1°A 11,0°..0 V Pt SCCTION . TOP TRACK LOCKMG LT. i I . 1 • )SEE SECTIONS) 1 I/E SPAN y _ . 1/2 SPAN TIO• OF NEEIANISM AT SLOE I_ . .M SCALE: 3 . r-0- r :rave ALIBI. ANGLE 3 •10 TEK SCREWS OR 3- 3/16 ALM . POP RIVETS (TIM r• ALNL TIME 6063 -T6 05/01/98 15:14 SCALE. 3 • r - 0 1 TTOM TRACK TYPICAL ELEVATION N.T.S. r MIN. PASTENIM p 2a- 0.C. MSC ANY ANCHOR 01 ANCHOR 504EOULEI OA ALT. CLOSURE DETAIL ARIL EITHER CONDTION MAY DE TYPICAL FOR OTHER SIDE OD CORNER CLOSURE DETAIL CAN BE O Hr AGO OR BELOW (MITER (SEE NOTE 61 .10 • 1/r GALVANISED SMHS OR 3/16 ALIBI POP RIVET 016 - 0.c. r • r :.os5 r : r : r : Y :.oSS' ; r • a' • .oSS OR r • S , .125 AL. ANGEL 010 TEX SCREW OR 3/ri• POP RIVET' 24 0.C. TWO I/6 - • PAST[NERS [A01 ANGLE (SEE ANCHOR FOR ANY ACEEPTAB1.[ AN VIEW LOCKING ARM CO ALIGNMENT BUSHING (NYLON) SCALE: MAU. SIZE -0.133 R 0.1.3S R 0.375 R } .0.200 INSIDE NT' y g HANDLE SHIM (NYLON) SCALE: HALF SIZE O ALT. CLOSURE DETAIL SCALE. r . r-0 2.110 Tara .125• ALIBI ANGLE CONT. OE ALT. CORNER CLOSURE DETAIL SCALD 3- • r-o- i MU • 3L 0.0 ANCHOR SCHEDULE P Op ANY ACCEPTABLE ANCMO 41. Y1 I0 V101 PFESSRINAL 01GSOER ITYPI SINGLE ARM LACK • 1101. 1101. SHUTTER SEPARATION GLASS ASS IEEE SHEET Si 0. oar THICK _ RECESSED SILL TR va_20 UST HEAD 3105-1132 OR sours S HUTS W/ 6063 -T6 ALUM 1000 WASPEPS tP ALLOY lt/B BELOW 2a O.C. CONCRETE) H �.. LXN +TONG STRUCTMftE ALF OP USE MALE Oft FEN/4.1 A5 REQUIRED MIN. SHUTTER SEPARATION FROM AB GLASS ISEL 501COULE SHEET SL DISTANCE TO EIE MEASURED FROM OACK OP 911IT0CR GLADE OR FASTENER • 26 O.E. r HERO. FROM - r HANDLE WHEN MANGLE (STY ANCHOR SOEDU .0 FOR ANY 6 NQMWTTD I 6. A[RE7PTABLE 41004051). ----• I ri t— SINGE ARM OR r HANDLE LOCKING MECI0AILSM AT CENTER OR SIDE OF SHUTTER. 1000 Puy G[ INSTALLED ON INSIDE 0R OUTSIDE OF SHUTTER SEE PAS1ENER 5CHE016R TYPICAL PLAN VIEW SCALE+ 3' • r-0 LT10NAL DOLL S ir. MOLE SIMON OP EXT O P I OETORE A 004. T 1 408 MSS FOR SS ME*0 AD BOLT (TYPO PLAN VIEW SCALE • 3 r - 0 - 3 /a' KNL ,_vr HAIL t JOINT BETWEEN REMOVABLE AND FIXED 513 O REMOVABLE FLOOR TRACK DETAIL 1 -1/6' ALTERNATE OF FLOOR MOUNT DETAIL SCALE . 3'. r- 0- 1/6' MAX AWN. ANGLE W/ 3/TS POP RIVETS ®6 O.C. NYLON (00.8 Mar 121:PfJCX Htllagtf SEIGId /OCZD OPTIONAL CLOSER HANDLE *STENCH 4YPE P SEE 55[1111 M ON SHEET 3 FOR COMPLETE DIPORMATION SECTION O® ASSEMBLY OPTIONAL OLE EXISTNG STRUCTURE EXISTING STRUCTURE MIAL 3.000 PSI CONCRETE CONCRETE FASTENER (o a-QC. -._ . a7.4?;ili:.: Ta ANY SCME0 E FASTENER ACCEPTABLE m+ S;::L01AG of ea-- E 4 c9 � lx - f/ s'�� .- (JCT 61fAI= Cop! CO.4FLWtCE OFFICE naPIANCE ITO.9 -6408 01 Q W 0 Q 0 D r. Fi Li -,� a Not PE 0 t • 03 98 -807 r 5i t �IN N; t . (4 . al 3I,i 0 2 199E 07/23.• - • N•.0 0• 1 AS NOTCOI K I, 1°A 11,0°..0 V Pt W SCALE : 3 T- 0' ri 01 lHI 5TTER SEPARATION FROM 5)' GLASS MIL SCHEDULE SHEET ALT. ANGLE LEO {ERECTION (TYP 0 r A 2 4 a 2 z fl ' o 0 0 EMBED. MOTTOS SEPARATION EMBED W MN. SHUTTER SEPARATION PROM SCHEDULES UT ISE! SI GLASS OR 0002 O WALL MOUNT SECTION G SCALE : 3 r- 0' CLASS OR DOOR 05701/98 15:15 - ROLLER ASSEMBLY T+i) FA y � 1 1/ CONT. 1/r ALT. ANNE LEO OBKCTIOI REVERSED ANGLE LEO HAY 8E FROM ONE ANGLE OR FROM BOTH ANGLES (TYP1. FASTENER. SEE AN0400 CONIE 'TYPE REFERENCE BUT 00 MOT EXCEED 6' SPACING yr EMBED. FASTENER. SEE ANCHOR SCIEOULL. REFERENCE CONNECTION •15PE 1• EXISTING CONCRETE, MASONRY OR • N O 0CHEOULE i E 'P. FASTENER. SEC ANCHOR CONNECTION SCHEDULE I• E BUT 00 NOT EXCEED 6' SPACING BEE SCHEDULE SHEET 51 9 -3/16• MAX. 11 CONT. EXISTING CONCRETE CR WOOD STRUCTURE SAS S E ANOOR 5CM[DULE. TYP. SCHED REFERENCE CONNECTION -TYPE 1• OCO BOTTOM MOUNT DETAIL MAY 8E USED AT TOP. BUILD -OUT MOUNT SECTION V4 ' 1 • MN SHUTTER SEPARATION FROM GUMS NSEE SCHSOULE SHEET SI < my 0 C 0 0. AS SEMBLY GLASS OR 0008 3/16 POP WET OR 412 TEN SCREW 0 6' D.E. (TYPI r . r : 1/e" ALUM. ANGLE et/ 3/16'0 POP RIVETS 0 6 0.C. FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 4• 1/ o, IS/e I1 Ur 5 fit 00 EXTSTIN0 CONCRETE MASONRY OR W000 STRUCTURE SEC ANCHOR sCMCOUL!. TYP. EDGE CST. EXISTING CONCR E. MASONR OR WOOD STRYC il'E. EE ANCHOR SOILOU FASTENER. SEE AMOK CONNECTION OPTIONAL FASTENER LOCATION IN UEU OF SUPPORT . STAGGER ANC00R 14& OTF CENTS REFERENCE OHRELTON 4 O CEILING/INSIDE MOUNT SECTION SCALE : 3 1'- 0 1/4.20 MA T W/ NUT 12 0.C. IT TP. TOP & BOTTOM ROLLER ASSEMBLY R TYP. EVERY OTHER P CLASS OR DOOR 0 0 GLASS 00 DOOR 1X6704. CONCRETE. MASONRY OR WOO. STRUCTURE SEE ARMOR sCNEGU0E. TY0. PASTO0 R. SEE AH0400 worm E. REFERENCE CONOEC5ION 'TYPE 2 r e (50. 7 t BOTTOM FASTENER R. SEE ANCHOR COBWEB S E R£F•1REME TYPE ) O BUILD -OUT MOUNT SECTION O BUILD -OUT MOUNT SECTION SCALE : 3 ¢ r-o VL MAX. O BUILD-OUT MOUNT SECTION L SCALE : 3 - . r- 0 3-314' MAX SCALE : 3-= r- o - n CONT. - FOR LARGER SPANS USE TWO rt r AL. ANGLES COI SCHEDULE 1 TYPE 0 FASTENER, 5E! ANCHOR SCHEDULE otrouNCE CONEETE• MHO 2 aiT p ITYP T' 1I:- i � i BOTT FASTENER, SEE ANCHOR CONNECTION S E'NW REFERENCE 0 CONT. - FOR LARGER SPANS USE TWo r . r At. ANGLES IEEE SCHEDULE 1 TYPE CI MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 • FASTENER. SE! ANCHOR! SCHEDULE REFERENCE CONNECTION "ME T. OUT 00 NOT EXCEED S-V2 SP V4' MAX. and 0 0 Nip m w 1/4 MAX 01 TOP L BOTTOM Or O FLOOR MOUNT SECTION SCALE : 3'. T- 0' GLASS /SEE 50100 • • SMELT Si z n r mr li 0 z 2 it 14 < b X 1 /4' MAX FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION .TYPE? EXISTING CONCRETE, MASONRY OR wOOD ANCHOR S CEDULE TYP. EE $ EXISTING CONCRETE. MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE. TYP. r . r 0 .050' ALUM. MOM TYP. TOP i BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONIKCTIOM "NMI” GUT DO NOT EXCEED 0-1/2 SPACING APPROVED AS CO`4PLYING SHTTH TH?E SOUTH FLORIDA BUILDING CODE D.TE TaNc Ma CODE C )M L ::ANCE OFFICE ACCEPTADCE ;ro.RNi 040$. 01 VA' MAX. z I � ( 0 o ` I 01 z J 2 J Cl O 3 Y o s .• FI ft < m 8 i z y r p 0 � N S N r <Ir • 0 E 00 0I f31 .1. 8 1 DENDMO V.Lm Vl01 FL a No+ PE 0 •' 83 17/23,1. {Mato ?town sr 1 t ASNOTTOI H[, re.sg nUry �(0a• 6H ` Yw} vm 98-807 I time 3oT6 1 ALUM BEAM & SHUTTER SCHEDULE DESCRIPTION worm SPAN BEAM SPA.. r . s 7-0' T-S' To • .123' r-o- r -r if • .125' 17-0 r-s' r • r s•-0' u -r rN • .o72' r-o- tr.o' Tr • su 4,..r tr -r r. r 7-0' it -S' 1. • .o72' r-0' U• -r Tr ,.224 10•_0 tr -r GL OR B( OR GLASS OR DOOR THREE VW* CAIN-01• o-vr O.C. W/ 1 PIM EMBE0. N CONE OR HOLLOW BLOCK W/ 3-3/4' MCI. EDGE DIST. 05/02/98 11:43 EXISTING STRUCTURE 4141 SHUTTER SEPARATION FROM GLASS MEE SCHEDULE SHEET S) SCALE = 3 - . r - 0' M//. SHUTTER SEPARATION FROM GLASS SCALE • 3". T- 0- (MAX DESIGN LOAD s 72 PSF) N TOP SUPPORT BEAM DETAIL i rrst ` 2' •r.1/ r - 6063 -n ALOM ANGLE Tv THREE -1/4^6 TMRU BOLTS ALT. LEG DIRECT= (MAX DESIGN LOAD s 72 PSF) O BOTTOM SUPPORT BEAM DETAIL -® I 3116•4, POP RIVET OR NG TEX SCREW 6 0.C. AL. BEAM IEEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION L MAX MRIZONTAL SPANS) 1/1-26 u w400NE SCREW & NUT • TIT 0.G PROY2E TO ACCESS HOLE N 60210141 CIF BEAM OR USE TNR}&BOLT AS SHOWN DI DETAIL(5) NOTE• 1. USE BE r05A DUALS AND(fj1 2. SHUTTER SPAN TO BE tRO0TEC TO HMI SMWN N EAGLE. 2.222 2. 3. AS 06TANCE FFROON I S4 PORT TO (OF SUPPORT. - r r GLASS OR DOOR 1 PLYWOOD AND STUCCO FOU5H r . 3' . 1 /B' OR T. t'. 1/0' 6063 -T0 ALUM TIME GLASS OR DOOR PLYWOOD AND 5712CCO 4OOSH r • 6' P.T. WOOD PLATE KM STUTTER SEPARATION RIOT G.ASS (MAX DESIGN LOAD = a 72 PS.F.) © WALL MOUNT SECTION - USING ALUM. TUBE SCALE - 3'. r- O' MN. SHUTTER SEPARATION FRON GLASS 111-20 S.S. MADAM SCREW 2 NYT • 12•• OC. PROVIDE re ACCESS MOLE P HACK SIDE FOR FASTENING TWO I/ 4"0 5S LAG SCREW P 24' 0.C. MAX W/ 1-3/4' PENETRATION N CENTER OP STUDS • 1 V 4' MAX. VA' MAN. FOR WOOD PLATE U58 V1'• S5. LAG SCREW W/ 1_3/1• PENETRATION INTO WOOD PLATE • R 02. TWO 1/av 5S LAG SCREW 2 4' O1: HAX W/ 1-3#1' PENETRATION N CENTER OP STUBS (MAX DESIGN LOAD — ± 72 PSF.) ® WALL MOUNT SECTION - USING 2- x 6- WOOD PLATE SCALE • 3 r- 0 APPBOVEO AS COMPLYING WTTH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CI N' 61 DIVISION BUILDING CODE COMPLIANCE OffICE ACCEPTANCE tiO G ig - 640g" O ) I0 z I 1 W i ! f - I< to • Ia, < I AS . 0 i � W 0 CC U Q 2 t m • 0 e 5 1 .py J A41 2 s 5 6: 3 3 N IY M O 2 � S 0: a u V11041031V104 PNOFESTAIAL 44- Lice E NCR PE 00 • 6 1 • • `- 6 6 • Flair lere I 6.e-e "�1 !.LW. I Aa■ ••••• .. 98-807 .••e.r • 64 6 , A MNQMUM ALLOWABLE SPAN SCHEDULE 8 L E NEG. DESIGN IOAO IPSF) TYPE A ALL MOUNTING CONOTION EXCEPTQi (FT -I1) TYPES DETAIL Q OR DETAIL 0 W/ SINGLE ANGLE REQUIRED 3-3/6' MAX. B.O. 1RT -011 - TYPE C OETAU. DOUBLE ANGLE REQUIRED 3 -3/4' MAX. B.O. (22 -N) PIPER DETAIL 9 -3/16' MAX. B.O. ('T -00 30.0 13 - 1 12 - 6 13 - 1 12 - 7 35.0 13- t 11 -0 13 -1 11-2 40.0 12 - 11 10 - 8 12 - 3 10 - 11 68.0 12 -6 9 -9 10 -6 10 -0 52.0 12 -1 9 -6 9 -7 9 -7 56.0 11 -1t 9 -0 9 -0 9-3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10 -11 8 -3 8 -3 0 -5 67.5. 10 -9 0 -3 8 -3 8 -5 71.2 10 -3 8 -0 8 -0 8 -2 75.0 9 -8 7 -8 7 -8 0 -0 81.4 8 -II 7 -0 7 -0 7 -6 86.8 8 -5 6-7 6 -7 6 -10 91.4 8 -0 6 -3 6 -3 6 -6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6 -7 5 -2 5 -2 5 -5 120.0 6 -1 6 -9 6 -9 5 -0 130.0 5 -7 4 -5 6 -5 6 -7 140.0 5 -2 6 -1 4 -1 4 -3 150.0 6 -10 3.10 3-10 6 -0 160.0 6 -6 3 -7 1 -7 3 -9 170.0 6 -3 3-4 3.6 3 -6 180.0 6 -0 3 -2 3 -2 3 -6 190.0 3 -10 3 -0 3 -0 3 -1 200.0 3 -7 2 -ID• 2 -10 3 -0 210.0 3 -5 2 -8 2 -8 2 -10 A MINIMUM SHUTTER SEPARATION FROM GLASS (IN) 8 E POSITIVE DESIGN 2 _ LOAD (W) (PSFI ACTUAL N (2T MN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' A80VE GRADE NICHES) M194. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES/ 30.0 5 - 0 2 -7/8 - 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 • 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3-3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 - 7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1-7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 5 - 0 2 -7/8 ■ 1_1/2 7 - 0 2 -7/8 1 -3/4 .80.0 8 • 0 2 -7/8 1-7/8 11 - 0 3-1/8 3 -1/8 12 -1 4 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 90.0 8 - 0 2 - 7/13 2 11 - 0 3 -3/8 3 -3/8 11 -.6 3-7/8 4 5 - 0 _ 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 -3 3 3 05/01/98 15:17 NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONOIT iON IN FIELD. 2. FOR DESIGN LOAO:S BETWEEN TABULATED VALUES. USE NEXT HIGHER 104 OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WIT M POSITIVE DESIGN LOAD TO DETERMINE 'MIN. SHUTTER SEPARATION FROM GLASS. AFFP=D3 AS COMPLYING WITH DIE F1.1131 11A BUILDING OWE Er PRODUCT HI 0L DIICS:OI1 BUADIN'G cODE COMPUANCE OFFICE AECEPTANEE NO. C ig• 54h g- n l 0 w S 5 U 2 1 07 21 2 S AS wpm I 1 . 1441 1 6 Ar! 11444 vJ21 ) erawrag 98-807 ( 4445 off 05 01 Z � — !-• Xa W to ANCHOR TYPE ANCHOR SCHEDULE FASTENER SPACING REQUIRED (INCHES 0.C.) POR VARIOUS OESIGN LOADS NEG. LOAD (W) P.S.F. MAX. (SEE NOTE SPANS UP TO 5 (SEE NOTE NOTE 1) CONNECTION 1 2 3 4 5 2' EDGE DISTANCE SPANS UP TO B• -0" (SEE NOTE 1) SPANS UP TO 13 -r (SEE NOTE 1) CONNECTION CONNECTION TYPE 1 2 3 4 5 1 2 3 4 5 3' EDGE DISTANCE SPANS UP TO SPANS UP TO ISE N 0 (SEE NOTE 11 CONNECTION CONNECTION 1 2 3 4 5 1 2 3 4 3 SPANS UP TO 13' -r (SEE NOTE 11 CONNECTION TYPE 1 2 3 4 5 Q .r z 00 U a 0 8 cif 1/4 "0 ITW TAPCON W/ 1 -1/4 MIN. EMBEDMENT IM A111 111 11% 11)111 1111111111111P� 1/4 "0 RAWL CALK - IN W/ 7/8 MIN. EMBEDMENT & 1/4 -20 BOLT IOW 1/4"0 RAWL ZAMAC NAILIN W/ 1 -1/8" MN. EMBEDMENT 1/4"0 FEMALE "PANELMATE" W/ 1-1/4 - MN. EMBEDMENT & 1/4 - 20 MACHINE SCREW I � \11 � � �1111111HU1111111'� 1/4 "0 ITW TAPCON W/ 1 -1/4 MIN. EMBEDMENT ;MIA IIIMII nuuunnuuul> 1/4'0 RAWL CALK -IN W/ 7/8" MIN. EMBEDMEN b 1/4 -20 BOLT 1/6"0 RAWL ZAMAC NAILIN W/ 1-1/8 MIN. EMBEDMENT V4 FEMALE "PANELMATE" W/ 1-1/4' MIN. EMBEDMENT b 1/4 -20 MACHINE SCREW 12 12 6 3 12 9 12 7 11 6 9 4 i A 3 9 4 12 12 6 © 11 12 6 � 0 6 11 5 Pi :„8,46°, 1 4 7 4 % // i / y wail, ag:„® 7 9 5 97 5 3 :ir or L1 6 4 12 12 6 P d 1 Ai i � 7 5 3 12 12 8 11 12 6 10 5 3 3 10 7 11 9 7 7 10 8 5 4 3 3 6 5 12 12 12 12 1212 10 12 3 10 12 12 10 8 5 12 12 12 12 12 12 9 12 3 9 12 12 12 12 12 12 10 8 6 4 11 8 7 12 12 10 1012 7 3 9 5 12 12 11 12 12 8 11 11 7 6 9 6 5 7 12 7 4 3 9 5 3 3 9 5 5 1212 8 6 8 9'6 g 8121 9 6 12 12 7 11 10 10 10 10 6 5 5 5 5 48 62 72 92 210 48 62 72 92 210 48 62 72 92 62 72 92 210 48 62 72 92 210 48 62 72 92 210 92 210 48 62 72 92 12 12 12 11 4 12 12 12 12 7 12 12 12 9 3 12 12 12 9 3 12 12 10 6 12 12 12 8 3 12 11 10 6 12 12 12 9 12 12 12 12 11 12 12 12 12 12 12 12 12 12 210 48 9 12 12 12 12 8 12 12 10 8 5 12 12 12 10 7 48 62 72 12 11 10 8 5 12 12 12 12 210 3 8 4 12 7 9 12 11 5 7 12 7 3 10 L 6 8 , 5 5 4 11 5% 3 4 11 5 12 7 4 7 12 12 6 3 11 6 3 8 6 3 6 6 3 6 9 12 12 12 12 7 7 10 8 6 4 11 8 7 5 4 9 6 6 4 3 9 7 3 9 7 6 4 3 11 8 7 5 12 12 12 12 12 12 12 12 10 5 7 6 12 8 3 5 4 11 7 3 4 4 11 11 11 10 12 9 9 7 12 7 7 7 12 6 6 7 12 6 6 7 12 6 3 4 12 5 3 12 5 3 12 3 12 3 4 6 12 6 12 6 12 12 9 12 12 12 12 12 12 12 12 12 12 8 3 12 7 3 5 4 3 3 12 10 5 10 5 3 3 3 3 4 0 4 4. 5 /% %/ [ l// �, / � � 6 6 III 4 12 12 12 4 12 12 10 �� 6 1 5 % 3 8 6 3 8 43 8 �� 3 8 4 op / I 3 8 4 12 12 3 9 12 8 11 12 6 8 12 5 7 9 4 7 3 4 12 12 12 12 10 12 12 9 12 12 7 10 10 5 7 9 7 6 4 3 4 4 ■ // 8 12 12 10 OEM © 6 12 12 8 ©D©� 1 G y � 3 4 8 5 /� /� �3�6 6' 4 % 4 3 3 9 4 3 812 129 5 5 6 12� 7 4 3 5 6 1 6 3 9 3 3 4 3 71 9'43 3 /. 3 4, 3 3 6 7 4 3 4 9 9'6 3 / 4 4 8 5 �� 8 4 5 6 3 4 12 12 9 6 4 12 12 12 9 9 12 12 7 3 3 6 3 3 3 914 12 7 3 4 4 12 12 12 5 7 7 12 12 12 9 12 12 12 12 10 4 6 4 12 12 8 3 5 4 12 12 7 3 4 4 12 12 12 7 11 9 12 12 12 6 9 9 12 12 10 5 7 9 12 12 10 5 9 12 12 11 4 6 5 11 6 3 3 9 9 4 3 3 9 8 3 4 7 3 4 7 3 4 7 3 4 7 3 4 11 6 8 10 5 7 10 5 7 10 5 7 10 5 7 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 6 3 3 6 3 98 15:42 SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPAN FOR SPECIFIC LOADS MUST BE LONTTED TO THOSE IN TABLE 1. SHEET 8. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. ENTER TABLE WITH THE NEGATIVE DESIGN LOAD AND SHUTTER SPAN OR THE NEXT HIGHEST VALUE SHOWN. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 6. MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER MEAD (SIDEWALK 801.2). U.O.N. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR S:DE CLOSURE PIECES. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF Zx W000 STUD. 3/4" EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING. 9. FOR BUILD -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.G 10. FOR 8W1.D -OUT MOUNT SECTION 0 ANCHOR SPACING SHALL NOT EXCEED 6" 0.C. ® e 00 NOT USE ANCHOR. 1. 8. ANCHOR SCHEDULE FASTENER SPACING REQUIRED (INCHES 0.C.) FOR VARIOUS DESIGN LOADS ANCHOR TYPE 1/4 WOOD LAG SCREW W/ 1 -3/4" MN. EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAN r 111111111111111m1111u►11> NEG. LOAD (W) P.S.F. MA X. SEE NOTE 0 48 62 72 92 210 3/4•• EDGE DISTANCE SPANS UP TO V -8" (SEE NOTE 11 CONNECTION TYPE 1 2 3 4 5 12 12 7 12 12 12 12 11 8 7 5 4 7 5 5 3 12 12 10 8 SPANS UP TO IY -0" (SEE NOTE 11 CONNECTION E 1 2 3 4 5 12 12 12 7 7 12 12 12 12 12 8 5 5 3 L f 11 8 7 6 SPANS UP TO 13. -r 15EE NOTE 1) CONNECTION TYPE 1 2 3 4 10 7 7 7 7 12 12 12 12 12 4 6 4 4 3 7 6 4 6 4 6 ANCHOR NOTES, *ROM AS CO LYUIG WITH THE SOUTH FLORIDA BUDDING CODE OAT By IWALME PRODUCT 008 =' DIYIS:011 BUILDING CODE CON OFFICE ACCEPTARcEN0.gg 9 n5S •D , 0: 81 Z 2 1 03 d * n Iaonong n.. 98-807 on.ot 6 of 6 v_1.10112EV1O4 O a7/73/N ( TRO -MDE _ ,- 1- 1 4 -9•i 0•= :59 A T.M. Window & Door Co. 601 N.W. 12th Ave. Pompano Beach PRODUCT CONTROL NOTICE OF ACCEPTANCE FL 33069 METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING $U1LDING CODE COMPLIANCE OFFICE ME i RO•OADE FLAGLE); BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1583 (305) 375-2901 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 P. 02 Your application for Product Approval of: Series 200 Outswing Aluminum French Door w /Sidelites (7Vo Reinforcement) under Chapter 8 of the vetropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and cc described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No.T ;11200 - 97, Sheets 1 and 2 of 2. has been recommended for acceptance by the Building Code Compliance office to be used in Dade Cou.nrv, Florida under the specific conditions set forth on paves 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 oldie South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97-0114.04 Expires:06 /30/99 Approved: 07 /16/98 Rau Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application -for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee. to be used in Dade County, Florida under the conditions set forth above. ar s ++ anger, Director Building Code Compliance Dept. Metropolitan Dade County Internet mail address: postmaster @buildingcodeonline •tom fit Homeoage• http : / /wwW.buildingcodeOnlimveom 3i H - 14 - 99 1 : 0 0 iM T. M. Window & Door Comnanv ACCEPTANCE No.: 97-0114.04 P.0 APPROVED JUL 1 6 1998 EXPIRES June 30, 1999 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: al 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 ‘vho originally prepared. signed and sealed the required documentation initially submitted is no longer practic :ng the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically he 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 Counry. Florida. and followed by the eNpiration 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. A copy of this Acceptance as well as approved drawine and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall he available for inspection at the tob 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 ) T L.1.t■ 84, Ishaq I. Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE JifitJ 1 4 - 9 10 :00 iit•1 T. M. Window & Door Company ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 97- 0114.04 JUL 1 6 1998 P. 04 June 30, 1999 1. SCOPE 1.1 This renews the Notice of Acceptance No. r- 0630.05, which was issued on July 31, 1997. It approves an aluminum out -swing French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 200 Outswing Aluminum French Balcony Door w /Sidelites (NO Reinforcement) and its components shall be constructed in strict compliance with the following documents: Drawing No TM:00 - 97, titled "Series 230 French Door - No reinforcement " Sheets 1 through 2 of 2 dated 6 17 - 98, bearing the Miami - Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval appiies to single unit application of pair of doors and single door, as shown in approved drawings Single door unit shall include all components described in the active leaf of this approval 4. INSTALLATION 4.1 The aluminwn out swing French doors and its components shall be installed in strict compliance with the approved drawtn2s. 4.2 Hurricane protection system (shutters): the installation of this unit will require a •hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo. city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Applica ion 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 drawinQs, as identified in Section 2 of this Notice of Acceptance. dearly 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. I SIAM, T . L,a K8A lshaq I. Chanda, P.E. Product Control Examiner Product Control Division G. Each design phase is considered complete upon obtaining "Phase Approval" from the TRSC /UBCI /OEE review. In the event that an "Approval Withheld" is received from the TRSC /UBCI /OEE review the phase is considered not complete until the A/E satisfies the reviewers and obtains a "Phase Approval ". 1261 SR:ArcljManual:10-13 -95 19 aN1..i•-L IIIJLLI It- V1rli ULIIJ liL1. JUUK 6 siNGL_ DOOP. I l 1 I 1 1 11 • - I 1 1A [yT s r ry . /' \ Q I II \ 14.._ ;1a I TYP. /``} L `- \ 1t t i� \\ 1 ' 1 I '° C X I � l i f ( j � / / /jjjj 4 :,,p . 1 10 • . 6 . / / / % 4• . r,v. r, - �� ,.14Vv D~ ' • 1 1 { I I r l I I \ r . Tl"P. 75 1/2 DJ. ! - 1'22 1/4' 1- .r 28' -1 1 13Z 3/4' FRAME 'WIDTH / SINGLE DOOR V/ S :DEL :TC z A SIDE 22 11 4' , 39 1/4' -' 22 , ./4' 83 3/4' FR. DIM. NOTES 3i4 v001) CONS :RJCT;0N. 1. REFEREM , NETOD EJ�t11CL.JNri HANDBQI•'. 1_ r7‹:: 0?113UC ' . -a 1974 "IJUll R, nit MtirtlYRl Si7J! RJt nLRLCI ?RODUc :: 4SavCiA1101. 197. HOTEL ON CONGR£,E EONS rRUCriDN' 1. /4 0111.104 H SPACE BE J1 L 14L1JHI11? %RAHL 1 Jt.' E: Y•006 :UBS: RAZE 1 / . 'wimtt 1/4' D1A IAPCI14 EDCF DL7av4.2 rITOl1 F.a;•; 7 COICRETC /SLOCr _ 2 •./2' 3. 171N111A+ i / D1A. TAPV3K EHHCDJ£Nr TOR 41LLDN EgiC2Zic a1[1Ck: r J. MJPNII•MUM 'PACING 3E7 TAPCON AP :C' -IC'Rf. = 2' - 5 REFER 113 •NIEv 1APCON DESIGN DATA' L iC3 RE ? oPr :3370 3C7. l?941 Iv; I' 1 •1 1 .I :TV•, .,... t• i / • • .l • � � I II 7 7i8' 'Y P. '� l 0 rYV - I t ryp. 1 { I \ cr N 1 . I • _ .1 9 / i P, ! ! -. TP • i I '/ 1?P ' i /7' / / U :ie. .7 1 - UU ,/ 1 ' I //a• TYP!C%.L TYP .4L 6'-:t .f- • -5(..� i. :111IC,� ._oc< ,!'- 39 :/ 4. JAMB JAN FRANC AIM ANC:?iGRS Ar1C HOR; nal JDCR vITk SUIC,LE S1l(ELJTE Z..A01 SIX 1 t ' ' 1 \ S I r LI \ 1 1 ' N' 1 .` 75 1/2' 31 i' 22 :ET FRAME 311-i. FA LL M UMINUN "0 SE 6063 ALLOY. 75 OR T6 • AS RELiJRED. , I /9•. ;ID) I - 22 1/4' j$C4_L gull( I. /late ;lawn Al ' iTILE. :N :AL'.A710J4 SCRE•:3 1 .ME7:,Cp - .: 'as~:r.E:i T - i, c ! :: c ;_� 1 + <_ - _OCa'ED a' cRED+ P.N�? AND . z OTC C.40 Mu.L :Gro •dI :M - Ht RE :: .L r ' � O.0 '4A1 ME -O - * l2 x R 'i. S _OC -TC) 5' rRO CORNERS AND 3' ROM _:.C:- SIDE or KUL.L :DNS '.11T1. TIi, RE :I ,:I J4" O.C. MAX. .JAN DS - ell :t ? R.P. StAS _OCa rEO 5' ' Pop4 C3RNE'S 4 •E R£S: .1 1+ i.'• C. MAX. 4. .f 4. -mac_ l/. - :/ 39 61 1/2' -- -( RAKE DIK_ CO er 1 l i lPEv f - :l \� / 1 ' ! • i %� \` ` f) . • 'N ;ti 1 / :cIA O 000 13L E BOOR .6? _ SJ 1/2' D F --`{ rOP. r :xEC _. ;E� . _:16' ;E4pC7CD ,LASS !S S- TIC7AC70R' DE. ICN PRESSURE RA- :NG FOR S__E Dc•CP _NBBIC 1 _ +4 P. - 40 c 7 SSE CLASS L2TE INF"Dr=:r-•f:7 :0r , SERIES c3D F'REC DOOR ?aNEt T''P?CAL CLASS °. T E .7RAmE 1 .178 GL +C!NG 3E40 YF1�' L GLASS .9: _ 61); N'A' :2 AVE . ?•MPA.NO 2EAC PPCDLC 7 DE:CRIP-:GN :SERIES E:0 rRENL:m JOCP :N GRC,r•EN ' T-i;C< rE?+FERCI) C:LAS LEzr La E. n"Iar'1 - F - ;N1r I_ .:.c TEST .'101 iSreet ;Oat?. v Re !TJ•J2 q'1SEC 1 ]r 21F. - L7 -981 40? ^7 Dour •'tC pc' r Ul 1/A• r/q' ., w� Yrl�... • Y- cuI - UAr:b ; ' Q1 of =S L.o RI C1 • :�Ireel :u) s r' Bull -0IKr. l; tO.ftPL•4I Ci t4. OPTICS Jti TYP. DETAIL VOOD CONS. \, ` r / 7E: { ti�^4A:c� /t �' CONC. CONS r/, yr au ma.I I n a ji . � ' 1 .ASx *MU 1 1./ A MAL !_ X. .1 µq 2 7 •! .CA11 .a'101s 1 • — =4 • 3) . 1 ✓ C • f Aux It' - XL >Q it �1. f r • / 4EA Cr I :Lt I 4a • y 1 WINCE STILE 3' 'c(3 r MAXI1IJM 76' •.r(11E CONC. CONS. 3/16' "E14P GLA. ", V 1 5 , (- Ir l - FAME 3IN. t.15 3/4' ;; 4 • !tA X. NQ TE ' ALL TAPCONS FUR USE IN _ONCR£ TO 3£ : / ;' C IF. ' 1— L iNTO (6) ) I \ I • CCD SCR£v5 uSE:D CCD 3uC:Z TO 3E alas. (= r L_ L_ C S 'Mak Orr PART .'IQI OE:C.°.IPT:ON I 1 • S'w296161 f'RAr< AEA° : 1S'.296i_I FRAME SILL 31 : I Go365.77r i'RANE ,;A■B ' 1 2 1 G;13627:11 HOG: .i•1LS 3 i 2 IGS2 •• ASTRAG.»L STELE 6 1 1 :C.136.5701 3' TOP RAILS :PE DIAR) I 1 iG' 637CI 3' 30TTa( RAILS <Pr 'JUL' 91 2 : G:73 3251 RA2 ':/ ADAPTER :P£? JO13R3 . ? ! G4,s65731 OP£NEA.CK :Aii 101 Gw10X51 E3CTR. ALLIK s?.•li -?t G A=4G C}1M/E'.1 11 ! 2 • A42.114. 1 ALAN :LUSH VOLTS R DOGro l2' • G.+3481381 X TiquOCI ALLlt CAP 'PER CRJ } 12:2 S'1). 1 3/ir 571. r}£ACCD ?lm (PFY OR.) 14i • , S "D. 1 J /8' N£X NFEA11 NUr iPcR DOUR/ :51 • i STD. 1 3/x' F r Vr IftE.? O'ER DOCK) :b: 11226 't1RORG 3.AZ2NG C ANNE:. 1/9' 1Z PEPC:1 GLAS," :91 :/16' - c - .!+PERED r1L4.;s 191 1 ! a.490 <14:12.A. OD: ;Pr. 3OC;t: _3I :SER.600 •<v(= OEA390L" • :CER 0001) 2!1 I •A7AAr C M rETT0•+ v13CLP .E _3 -0 39 v : GORC 3U3 vim% 23 5 llt' -'.`o 2/ +• ' TIC 4aL£ FLtt.. cpCv 3w® 35 ,- TM WINDOW & DOOR CO 6C t NW :2 1 VE•. POMPANO 3CAC_(. =L PRODuC' 3E SCRIP rtCN SE ;IES 2:0 �1:ENC:-1 OOOP •b 4 at 4Xc.�' • PAN 1•E.10 :7A1N+L£SS -CTE_L GLASS �'!Pr 2S 2 ALUM. I ."M HL*frc ^!PCF ]O!3<t1 • 3/16' THIC< TrMPEPE9 Ai_ASS • �S ,c1002 1 ;:L:CQ+E /SC7DING • TES- LA8. MIrMI TE;S INC �s9 2T • 1 DARE sNCC1RS TEST REPORT NO �Tt_ t °2 129 1 IGV ?182'1 l'C:: STIC r 0.4 Nv !Rev. IShee c Dr e• IRe . 129 1 'TMC1O- -371 ( Or'I. -2 3F 2:6 -.- - ' •,I 01 . Me tro ?a d1 eye ..c •oor - >I.a. •ew•o• RE:3;r3PCE"EN1 T YP. DETAIL CONC. CONS. -'1r;/ 4'1+AX. t'.C. w 9 r1 -c = It 'F'I ario he ::OE 3:T! .CLt Li.t l(, '9gE 37 r Ctc.d< WtoouC: .:O.vTF:01 I11:1DiNG .:ODE CIMPL:.uc 'SOTT %ccfP11dlCi a0 q -O ! L i4 • MFR. 11 '99 10:24 MIAMI.AO t�ietr�l PRODUCT CONTROL. NOTICE Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah FL 33010 Acceptance No.:98- 0923.02 Expires: 12/28/2001 Approved :01/14/1999 toternet••mait address: postmestert huildittgcodennlioe.cem PNGE.001 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUIIVING CODE COMPLIANCE OFFICE • METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 373.290E CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375 -2558 RACTOR ENFORCEMENT SECTION (305) 375.2966 PAX (305) 375 -2908 application for Product Approval of: PRODUCT CONTROL 37 2 - Your a 339 pP pp ( I f� 'I I , , � (305) 373 -2902 FAX (305) 372 -6339 Aluminum Tube Mullion under Chapter 8 of the Code of Miami -Dade County governing the use of AItemate Materials and Types of Construction, and completely described herein. has been recommended for acceptance by the Miami - Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. 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. ranctsco • Intana, Director I of 3 Miami -Dade County Building Code Compliance Ofiic Homepage: http :f/www,buildic%gcodvoalina.eom I At 'METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co. 671 West 18 Street Hialeah FL 33010 Your application for Product Approval of: Aluminum Tube Mullions w /Steel Reinforcement under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. M95 -06B, Streets 1 thru 3 of 3. (For listing, see Section 8 of this Notice of Acceptance) This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any 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.:95- 0515.05 Expires:12 /28/98 CONDITIONS BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372 -6339 Rau Rod - iguez 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. Approved: 12 /28/95 - Metropolitan Dade County • • Yale Ogron Manufacturing Co. ACCEPTANCE No.: 95 - 0515.05 APPROVED DEC 2 8 1995 EXPIRES : DEC 2 8 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 1.2 This approves a structural mullion system for the windows specified below, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. Model Designation Yale Ogron Aluminum Tube Mullions with Steel Reinforcement. To be used to support only Windows and Doors with a current Notice of Acceptance. 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists of an extruded aluminum rectangular tube of 1/8" wall thickness. Tube dimensions are: 1" x 3" with a .688" x 2.688" x .125" formed steel channel, 1" x 4" with a .688" x 3.688" x .125" formed steel channel, 2" x 4" with a 1.625" x 3.625" x .125" formed steel channel or 2" x 6" with a 1.580" x 4.000" x .180" (C4" x 5.4 lbs/ft.) structural steel channel. Tube material is aluminum alloy 6063 -T5. Steel reinforcement is Fy = 36 ksi. The properties of the head, jamb or sill members are not added to the properties of the mullion. 2.2 Tested specimen: A side -by -side configuration, consisting of two 30" wide x 50 -5/8" high awning window units mulled together. Overall dimensions: 5' 0" wide x 4' 2 -5/8" long overall 3. LIMITATIONS 3.1 This approval applies to structural mullions to be installed vertically or horizontally, as shown in Section 10. 3.2 Mullions are to be used only to support . Windows and Doors, with a current Notice of Acceptance. 3.3 The maximum mullion span (length) shall be: 144" max. for 2" x 6" mullion, this dimension is reduced for smaller size mullions. 3.4 For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" for each mullion size (1" x 2 ", 1" x 3" , 1" x 4" , 2" x 4" or 2" x 6 ") on Sheet 2 of 3, Drawing No. M95 -06B, bearing the Dade County Product Control approval stamp. 3.5 For anchoring condition, see "Anchor Load Chart" for each anchor type (A, B or C) on Sheet 2 of 3, Drawing No. M95 -06B, bearing the Dade County Product Control approval stamp. 3.6 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts, must meet or exceed the pressure requirement for the opening in which it is to be installed. 3.7 Window sizes and design pressures are to be limited to those appearing on Charts referenced above and listed in their individtial Notices of Acceptance. 2 Man 1- Perez, P.E. PI Product Control Division Examiner II Yale Ogron Manufacturing Co. • - 2a - ACCEPTANCE No.: 95- 0515.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Manu.1 Perez, P.E. Plan : DEC 2 8 1995 DEC 2 8 1998 4. INSTALLATION: 4.1 Vertical or Horizontal Ap_plications: 4.1.1 Anchor Type A Two 2" x 2" x 1/8" x 2 -5/8" long aluminum clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two 1114 SMS, two per angle, spaced 2" apart and the other leg anchored to a 2x wood buck using one 1114 SMS x 1 -1/4" embed or with one 3/16" x 1 -3/4" Tapcon (1 per angle) directly into a precast concrete sill with a minimum embedment of 1 -1/2 ", as shown on Section "Anchor Type "A ", Drawing No. M95 -06B, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.1.2 Anchor Type 13 Two 2" x 2" x 1/8" x 2 -5/8" long aluminum clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two 1114 SMS, two per angle, spaced 2" apart and the other leg anchored to a 2x wood buck using two per angle 1114 SMS x 1 -1/2" min. embedment, spaced 2" apart minimum, as shown on Section "Anchor Type "B ", Drawing No. M95 -06B, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.1.3 Anchor Type C Two 2" x 2" x 1/8" x 3 -5/8" long aluminum clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using three #14 SMS, three per angle, spaced 1 -1/2" apart and the other leg anchored (with wood block notched out) directly into concrete or to a concrete filled block with two 1/4" x 1 -3/4" Tapcon (2 per angle) with a minimum embedment of 1 -1/4 ", spaced 3" apart minimum, as shown on Section "Anchor Type "C ", Drawing No. M95 -06B, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.2 For anchoring requirements of each window installation, please see Section 4 of each window's individual Notice of Acceptance. Minimum anchoring of window's perimeter framing to transom mullion shall be 1110 SMS spaced at 4" from ends & 18" o.c. 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each mullion shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". Product Control Division ?xaminer II TEST TEST LOADS DESIGN LOADS UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 POSITIVE +45.0 PSF EFL-1297 +45.0 PSF FTL -1297 UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 NEGATIVE -45.0 PSI' FTL -1297 -45.0 PSF FTL -1297 UNIFORM STATIC PRESSURE AT FULL TEST LOAD ASTM E330 PA 202 -94 POSITIVE +67.5 PSI' FTL -1297 +45.0 PSF FTL -1297 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -67.5 PSF FTL -1297 -45.0 PSF FTL -1297 This is n verification test only. For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" on Sheet 2 of 3 and for Design Pressure Rating vs. Anchor type, see "Anchor Load Charts" on Sheet 2 of 3, of Drawing No. M95 -068, bearing the Dade County Product Control approval stamp. Vale Ogron Manufacturing Co, • 7. TESTS PERFORMED RESULTS -2b- ACCEPTANCE No.: 95- 0515.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DEC 2 8 1995 DEC 2 8 1998 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, with mullion and anchor options indicated. 6.1.2 The Notice of Acceptance of each window or door attached to mullion. 6.1.3 Completely dimensioned drawing showing size and location, including height above grade of openings to receive mullion & windows or doors, mean roof height, length and width of building. 6.1.4 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: This mullion cannot be installed as part of an impact resistant unit. 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1297, dated September 21, 1995 signed and sealed by Yamil Gerardo Kuri, P.E. 8.2 Drawing: 8.2.1 Drawing No. M95 -06B, Yale Ogron Mfg., "Mullion Details " Sheet 1 thru 3 of 3, prepared by Al- Farooq Corporation, dated 11/20/95, revised on 12/04/95, s/s by 1- Iumayoun Farooq, P.E. 8.2.2 Manufacturer's die drawings and sections. 8.3 Calculations: 8.3.1 Structural mullion and anchorage calculations prepared by AI- Farooq Corporation, dated 9/27/95, revised on 11/20/95, signed and sealed by Humay un Farooq, P.E. 0 . Mani. erez, P.E. Plans tlxaminer 11 Product Control Division Yale Ogron Manufacturing Co. ACCEPTANCE No.: 95- 0515.05 - 2c - APPROVED : DEC 2 8 1995 DEC 2 8 1998 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: See "Mullion Load Charts" on Drawing No. M95 -06B, Sheet 2 of 3, and "Anchor Load Charts" on Drawing No. M95 -06B, Sheet 2 of 3, bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: See Drawing No. M95 -06B, Sheet 1 of 3, and for anchoring details, see Drawing No. M95 -06B, Sheet 3 of 3, both bearing the Dade County Product Control approval stamp. alLuD J .P Man &1 Perez, P.E. Plate- xaminer II Product Control Division Yale Ogron Manufacturing Co, ACCEPTANCE No.: 95- 0515.05 APPROVED DEC 2 8 1995 EXPIRES DEC 2 8 1998 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(c) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 1. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - Manuel 'erez, P.E. Plans Exa Product Control Division er 11 6.000 4.000 180 ;Ma a1,• J t-- 2.000 10 S.M.S. 0 12' 0.C. C4 X 5.4j MULLIONS WITH STEEL REINFORCEMENTS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING r ---L6zs —{ STEEL REINFORCEMENTS INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 511.P __2 STEP 3 STEP 4 STEP 5 STEP DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88, FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. RECTANGULAR MULLIONS WITH STEEL INSERTS USING PROPERTIES FOR STEEL & ALUM TUBES NOTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD. AIR k WATER INFILTRATION, FDRCO:1 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 REVIEW. 4. ALL MULLIONS TO BE ALLOY 6063-T6 - 5. ALL STEEL. IN CONTACT WITH ALUMINUM TO BE PAINED. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILD •0 CODE DAT Ifs RODUCT CONT OL DIV!Si0 SUTLD;NG CODE COMPLIANCE OFFICE ACCEPTANCE N0.95-6SI.6 -G GINEE3t HUMAYOU1 FWIOUQ PE • 16557 DEC 0 3 399 m 10 io Z 0 ID .-* • o c � I c I co n - co O Ir 0 - � 6 U� - O }to = 1 1 draw ng no. M95 -06B sheet 1 of 3 • GLAZING PRODUCT 1 GLAZING PRODUCT • GLAZING PRODUCT MULLION LOAD CHART 20 30 40 50 60 70 BO TRIBUTARY WIDTH - INCHES _ANCHORS TYPE AB. OR C [-HORIZONTAL MULUON MULLION SPAN TRIBUTARY WIDTH = wi + W2 2 V1 GLAZING PRODUCT r v GLAZING PRODUCT TYPICAL, MULLION ARRANGEMENTS 1 r4 /8'ALUM. TUBE O 0. 0 0 CD J 2 H (A 0 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A.B. OR C V17CTICAL MULLION MULLION LOAD CHART z 0. N z 0 • J TRIBUTARY WIDTH = wi + W2 2 m m 2'ra'r1/B"ALUM. TUBE KITH STEEL G2Xa -S m m ANCHOR LOAD CHART 1■11■■a■-■■M11111 5 } 20 30 40 50 60 70 BB TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ltt► \ \ \ \1 \ \ \ \ii ■iii t11��1tv1��►�1��■ '►nMINI M■■i■■ 11► \1►\■■ice\ ■W \►1WIDI M E11►vi ■■i 11110�v111►u■■o l ►1W \V� „R�„■■111.■1111' ■ \ \ti:�i \i.RV \�i ■■i' - 21∎1\\'111i\I\ ■\ RWRIMMi\\ •■■111\ ■7M►\\III iii■■ ■tea \v sm ■■i ■ ■■i�1 \s ANCHORS TYPE B R =1.11 0 r) N� 20 ANCHOR LOAD CHART 30 40 TRIBUTARY m C) LL °5 U) n. m 0• 0 m o H r- o TD 11) .0 m U) 5 m 20 - ALUM TUBE L C2X6 -S 1 2' KI 6'r H 1/8 TEE r) � a fV m CL CL m 0' O O m J 00 H r 0) 0m • .0 m 30 40 50 60 70 50 TRIBUTARY WIDTH - INCHES 1u \111011MENESI Mi VI,tMNIMEI \ii■ ■ ■M1111\ 1011111ii1=111 11111111111111111131111:110111111111.11111A1 ■■■111M IRi\i'i ■■■k11'iiQE7iiii ■■■■■■•■\,,,► ■i•iWii11Mia ■i ■iiii■ ■ ■ ■i\ ANCHORS TypETIIIIIIIIIMMIMINI R=T - 'i ■ ■ ■ ■ ■ ■■ 50 60 7B 8B 2B 3B 4B SS 60 70 80 WIDTH - INCW4PRDIED AS COMPLTTG tWqRfIRY WIDTH - INO-ES DICINEM HUMAYOUN FAR000 PZ } 16357 SOUTH F ORIDA BUILD CODE DAT + rte RODUCT CONT''L DIV!S.O BUILDING CODE COMPLIANCE OFFICE FOR ANCHORS DESCRIPT1O MULLION LOAD CHART ANCHOR LOAD CHART SPAN r' �� cV 0 e 1) 0 a b < c. V drew ng no. M95 -06B sheet 2 of 3 1'r3'rl /B "ALUM. TUBE STEEL CLX3 -S 1 1 iw, WITH II 111111M MIMI - II la MIMI '• Inkl , ■, ■ 1111a a MI 3 va►mvMNI■M. 1va11■■11Mti M ■ M 1 11■■►v ►■ v■►va.vv MEM= Mal ■■ 5 1111■►7■■M a 1 / MEN 5\1210 3 "Mavala■ 10q- MINIM ■SIL MULLION LOAD CHART 20 30 40 50 60 70 BO TRIBUTARY WIDTH - INCHES _ANCHORS TYPE AB. OR C [-HORIZONTAL MULUON MULLION SPAN TRIBUTARY WIDTH = wi + W2 2 V1 GLAZING PRODUCT r v GLAZING PRODUCT TYPICAL, MULLION ARRANGEMENTS 1 r4 /8'ALUM. TUBE O 0. 0 0 CD J 2 H (A 0 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A.B. OR C V17CTICAL MULLION MULLION LOAD CHART z 0. N z 0 • J TRIBUTARY WIDTH = wi + W2 2 m m 2'ra'r1/B"ALUM. TUBE KITH STEEL G2Xa -S m m ANCHOR LOAD CHART 1■11■■a■-■■M11111 5 } 20 30 40 50 60 70 BB TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ltt► \ \ \ \1 \ \ \ \ii ■iii t11��1tv1��►�1��■ '►nMINI M■■i■■ 11► \1►\■■ice\ ■W \►1WIDI M E11►vi ■■i 11110�v111►u■■o l ►1W \V� „R�„■■111.■1111' ■ \ \ti:�i \i.RV \�i ■■i' - 21∎1\\'111i\I\ ■\ RWRIMMi\\ •■■111\ ■7M►\\III iii■■ ■tea \v sm ■■i ■ ■■i�1 \s ANCHORS TYPE B R =1.11 0 r) N� 20 ANCHOR LOAD CHART 30 40 TRIBUTARY m C) LL °5 U) n. m 0• 0 m o H r- o TD 11) .0 m U) 5 m 20 - ALUM TUBE L C2X6 -S 1 2' KI 6'r H 1/8 TEE r) � a fV m CL CL m 0' O O m J 00 H r 0) 0m • .0 m 30 40 50 60 70 50 TRIBUTARY WIDTH - INCHES 1u \111011MENESI Mi VI,tMNIMEI \ii■ ■ ■M1111\ 1011111ii1=111 11111111111111111131111:110111111111.11111A1 ■■■111M IRi\i'i ■■■k11'iiQE7iiii ■■■■■■•■\,,,► ■i•iWii11Mia ■i ■iiii■ ■ ■ ■i\ ANCHORS TypETIIIIIIIIIMMIMINI R=T - 'i ■ ■ ■ ■ ■ ■■ 50 60 7B 8B 2B 3B 4B SS 60 70 80 WIDTH - INCW4PRDIED AS COMPLTTG tWqRfIRY WIDTH - INO-ES DICINEM HUMAYOUN FAR000 PZ } 16357 SOUTH F ORIDA BUILD CODE DAT + rte RODUCT CONT''L DIV!S.O BUILDING CODE COMPLIANCE OFFICE FOR ANCHORS DESCRIPT1O MULLION LOAD CHART ANCHOR LOAD CHART SPAN r' �� cV 0 e 1) 0 a b < c. V drew ng no. M95 -06B sheet 2 of 3 2.000 WIN i ALUM ANGLE 14 S.M.S. '�•..:n:r:,,• 2/ ANGLE 2 X 2 X 1 /B" 4. _____c„_,,, _____C7_7_ '1'7_ I MUWON MUWON 2 X 2 X 1/8' ALUM ANGLE 1.500 MIN MUWON 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LONG --1500 MIN ANCHORS TYPE 'A' 2.000 MIN # 14 S.M.S. 1 -1/4" MIN. EMBED INTO WOOD 1/ ANGLE .n • PRECAST SILL CONC. • n. 3/16 DLA. TAPCON 1 1/2' MIN. EMBED 1/ ANGLE 14 S.M.S. 2/ ANGLE 2.000 MIN 2 X 2 X 1/8' ALUM ANGLE f 14 S.M.S. 2/ ANGLE MUWON MUWON 2 X 2 X 1/8' ALUM ANGLE 2 - 5/8' LONG ANCHORS TYPE 'B' 1500 -i MIN d d•. 1 a S.M.S. 1 -1/2' MIN. EMBED INTO WOOD 2/ ANGLE 2.000 MIN Q 6 • 3.000 MUWON MIN ANCHORS TYPE 'C' IL L "MI la_ Ir a. li , CONCRETE OR CONC. FILLED BLOCKS d'. 2 X 2 X 1/8" ALUM ANGLE B 14 S.M.S. 3/ ANGLE MUWON 8 2 X 2 X 1/8' ALUM ANGLE 3 -5/8' LONG 1.500 MIN • NOTCH WOOD BUCK TO ACCOMODATE CUP ANGLES TO MASONRY L 1 /4' 0 TAPCON • 1 -1/4' MIN. EMBED 2/ ANGLE WOOD BUCKS NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILD' G CODE D'T RODUCT COKE OL DIV:S10 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 2.5.Z.1.).515-C6 ENCINEER HUMAYDUN FAROOO PE if 16557 ►DEC o b ;99, c 0 0 , 0 I0 to O ( 1- o lc • 0 10 I N r co 0 I — L.L. o re 0 w ± 1 ( k 1 draw ng no. M95 -06B (sheet 3 of 3 MIAMI -DADE COUNTY, PLORIDA MBTRO•DADE FI.AOLBK BUILDING UILDING CODE COMPLIANCE OFFICE METRO -DADS PLAOLER BUILDING 140 WEST FLAOi.ER STRUT, SUITE 1603 MIAMI. FLORIDA 33130.1563 (303) 375.2901 PAX (305) 375.2903 CONTRACTOR LICENSING SECTION (305) 375 -2327 FAX (305) 375.2350 CONTRACTOR ENFORCEMENT SECTION (305) 373.1966 FAX (303) 373.2903 PRODUCT CONTROL DIVISION Your application for Product Approval of: ms) 375.2902 FAX (305) 372 -6339 "Aluminum Frame Egress Window" Aluminum Dual Action Window under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. W°98 - 30, Sheet 1 of 1. 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 fbr 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. PRODUCT CONTROL NOTICE Yale Ogron gron Manufacturing Co., Inc. 671 West 18 Street Hialeah Acceptance No,:98- 073I.05 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. TIIIS IS THE COV'ERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Approved: 12/10/98 - l° . Internet melt addreest p t tmaiteretnalldIn ;eodeonitne.com 100 Expires:12 /10/01 FL 33010 ul Rodri Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Rampages http://www.buildlageoatoallticeoas bZ :S1 Sec 91 0313 Yak, Oyroalft n .. Z®®' 39tid NOTICE OF 2 C ACCEPTANCE No.: ,_ 8- APPRO'VED • DEC 1 0 199 • EXPIRES DEC 10 2001 • L SCOPE 1.1 This approves an aluminum dual action 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 plating values indicated'in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The "Aluminum Frame Egress Window" Aluminum Dual Action Window and its components shall be constructed in strict compliance with the following documents; Drawing No W48 -30, titled "Egress Framing Detail for Series -800 Exterior Oland Alum. Awning Type Window," Sheets 1 of 1, dated 08/22/97, revised on 02/02/98, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of aluminum dual action window, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum dual action 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 regyjg a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6,1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SPBC) in order to properly evaluate the installation of this system. man i Perez, P.E. Produontrol Examiner Prod ontrol Division SZ :ST 86. 9T 030 ]' Oaro X. Renewal of this Acceptance (approval) shall be considered fitter 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 a:n ppermanently Product Control Approv or as SS peclficalty� and the following statement: "M County stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered ity a) There has been a change In the South Florida Building Code affecting the evaluation of this product and the product Is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance bolder has not complied with all the requirements of this acceptance, inclpding 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. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. e) 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. E00'393d ACCEPTANCE No.: *0731.0E DEC 1 0 1998 DEC 10 2001 APPROVED EXPIRES Manus ' erez, P. E., Products 1 Examiner Produ - of Division END OF THI$ ACCEPTANCE - 3 - SZ:St 861 Si on as esi 1 1"- 7— a�ask we s+aa - �4 • AMMENI: A. r eon r arena OWNS » i IMMO wne 1-1/Y m(. PENEMIONN eaa Boon F /00 1' BIf epW .UCIM at Mao IMa1M1Af War cat woods ewe 1 -1/4° um USED ma eeralwr EOM MOM MD MI maw l 1R. IOU WIMMESS s *1 s. : �..e w s• ars,.a.e as 9 SI PI 2R .. 1 . �-" �� 4!119 MMU It 44 95.0 -815.3 Wirt. arra OM Wig MEM 31.tZ6'D AWLS/Mr . . e • 1 s" W97 -31 • m C4 p, L ►_ .. IC - .Z0 1 4: YJ Y, PRODUCT CONTROL NOTICE OF Art Vale Ogren Manufacturing Co., Inc. 671 West 18 Street Hialeah FL 33010 Acceptance No.: 98 0317.08 • Expires:09 /17 /01 Approved: 09 /17/98 METROPOLITAN DADE COUNTY. FLORIDA METRO -DARE FLAGLER BUILDING h'Hat . oe 1 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (306) 375 -2901 FAX (306) 376.2805 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372 -6339 Your application for Product Approval of: Series 800 Aluminum Awning Winalo► under Chapter $ of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing Pia. W98 - 21, Sheers 1 IIu u 4 of 4. 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 ajobsite 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 or the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. au "o•. guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC. AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dep Metropolitan Dade County Inisrnst mall s ddrv$ : pootmenttrebulldingeodeonline .aom • Homepago: http :llwww.OVilbinlgeo0sonline.com DEC 1E 's8 14:09 c r_� 4 ufecturcr Ce., 6 OF s.0 -2 ACCEPTANCE No.: 98.0317.08 APPROVED EXPIRES "1. SCOPE - 1.1 This approves an aluminum awning window, as described in Section 2 of this Nonce of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miattri -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 800 Aluminum Awning Window and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -21, titled " Series -800 Aluminum Awning Window," Sheets 1 through 4 of 4, dated 03/03/98, with revision A dated 8/25/98, signed and sealed by Hutnayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings.. 3.. LIMITATIONS 3.1 This approval applies to single unit applications, as shown approved drawings, 4. INSTALLATION 4.1 The aluminum awning window and its components shall be installed in strict compliance with the approved drawings. 4.2 hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies•of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building u installation Official r the South F Bilding Code (SFBC) in order to properly evaluate Man 1 Perez, P.E. roduct Prod • ntrol Division SAP 1 1 1988 - SEP 1 7 2D rol Exarnin DEC 16 '99 14:10 Y Yale Ogren LVianufactuprr Co. ACCEPTANCE No.: APPROVED EXPIRES E:' ANC r•Flkat . 100a 98- 0317.08 SE 1 T 1998 SEP 7 70 I. 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 th® code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not cotnplied 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. q, 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. other b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any puipose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followe 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 dVell as approved or drawings distributors other stall where it applies, shal inspection provided to the user by the man action al 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 o f Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Manu Per z, P. E., Product C. t •1 Examiner Produ t ontrol Division END OF THIS ACCEPTANCE 3 -..- -.-.--,- - AVMS TYPE imam inns es• JUN MD CRACItf - rw nowt Wia Wan as %SUS tenni ar 111111-13111961113 viiini • 4:641. WC-NW* • tv 1 W. FP' I 6 2 63.3 WI! a 623 1C9.9 ZE 2 2 63.3 !id 2 SW 1 5t6 t3.-1.49 17• 33.:1 3 3 . 633 ..142b 3 3 633 IOU 2 633 iaa 3 2 all Mi .1 37 - 53-110 50-3/W 4 .. 631 63.3 1022 4 A 623 73.9 4 4 41411 45,E 33-1.1° 32 • CT - 5 5 • . - -.• "63.3: .. - 1423 5 - • 3.; • . • • 63 .:ies - • . , • ". 3-* .: ' %. 3 :t'•• "- :': aaa - • ' - iaa ..- • - si! ' - - 49.5 .. - --• .493 ) .s. !9-1.11•:: es- I . ii. .-, • : 13.a:t13" . — *. 74- L l e- , • " 6 ,•" " ..„ 5' .r. • 633. -:: •• • :99.9 , iatlia. '" - AT'''. .. " • ... • -'..- •gi 7 •:'" - 77 - 71 - .• 1. • • 1 : .-• • • •y.. • larj:: :': •.' :..!.: , : ff...3"-- , •""":. 363 -"," • ■w!........■•■•■••••■■• ":. si.s41 • - - = Vet ".74 • -- wets 03331301 3E9r.,-*;414 Mk; • 1- , . • , , • • ■ , • ' • . . ..■ , ..... • , • • 1. • s 53 leo' so. AVMS :OM 3iff KO_ WM: VLTH .. • LL. G. 31 kir 66. i WO. tAl - 1,i4 MAL 13 04PT fl "1. AiDges 1 • f. : • 30a tier. :-:41scisso STOgettilit f10..P1 j:slatv Ragi... • '1* D -J Of COI t 11' 01X0 114441 21CTEIL:0R _ toy WIN t401. '1/4114ta0 IA3fle • :. „ ref;14017 AgISTPAFI 8X O. KT p r&-r =Cm NM =TAM BM= -1/1211 • *nlir.*,_ ad:3C= SSE WIN AND f.lt•cr' FtS 0 fIRAME COMM WIPP' • IP talD VENTS ARE ASEE143_RI ANS STAKED 1.4CRTISE J44 1E%-01. 2 .413FICATIONI offnii. 4 -31 • r.. :14t0 minx ( 0. W98-21