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WS-19-1657
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issm Date: Parcel Number 801 NE 100TH ST, Miami Shores, FL 33138 1132060040010 Contacts Permit NO.: WS417-19-1$57 Permit TyPe: W ndows/Shatters Work Classification: Garageoi3oor Permit Staters: Approved Expiration: 02/10/2020 MIAMI SHORES VILLAGE Owner MARKO DOOR PRODUCTS Contractor MIAMI SHORES VILLAGE DONNALD PERRY 10050 NE 2 AVE, MIAMI SHORES, FL 331382304 5320 84STATE RD, MIAMI, FL 33138 Other: 3057511271 Business: 9545871011 Description: INSTALL/REPLACE 2 NEW GARAGE DOORS AT Valuation: $ 5,154.00 Inspection Requests: 7f 2 949 GOLF CLUB MAINTANENCE Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.20 Scanning Fee $9.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $140.80 Payments Date Paid Amt Paid Total Fees $140.80 Credit Card 08/12/2019 $140.80 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I ce that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating const9olon—wKtIoning. Futhgrmorg, I authorize the above named contractor to do the work stated. Signature: Owner i "Appkant_/ Contractor / Agent Date August 12, 2019 Page 2 of 2 �1z31� U� BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 EU FBC 20f1 Master Permit No. %SJ -1 "1 9 - I bS 7 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: !�-O/ N- /ao S 7— City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ll _ _M* ` 0_y__ nDjU' Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: _ BFE: FFE: OWNER: Name (Fee Simple Titleholder):141rhVi SPAk �f� -% j Phone#: Address: fiyz A65, n�N1) Mir City: p/ij14114 State: fi-0 Zip: 3�'�.� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company ,Name: W�,� l—)�e dG7;� Phone#: �J 7'"�y 7-lell Address: s City: l—)Iwl State: �� Zip: 3t�_3%� Qualifier Name: IQ C' ev Phone#: State Certification or Registration #: ) Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: T' Address: City: State: Zip: Value of Work for this Permit: $ 5 % S 2� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration S -New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State r" Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In th sen e of such posted no . e, he inspection will not be approved and a reinspection fee will be charged. h J Signature Signature OWNER or AGENT The foregoing instrument was acknowledged beforemethis -n day of l 20 1 by 6.410r--' who i to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as CONTRACTOR The foregoing instrument as acknowledged before me this day of 20J by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: VERN WAR COOK t Commission # FF 955339 My Commission Expires ••vl;iillllN"•- january 27. 2020 *************************************************************** APPROVED BY e Plans Examiner ***************************** Zoning (Revised02/24/2014) Structural Review Clerk R Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowle ei ent- i % r, eY r Qualifier/Owner Signature ate Print Name MARKO DOOR PRODUCTS. "Garage Door Specialists" 5320 State Road 84 Davie, FL 33314 Brow (954) 587-1011 Dade (305) 947-7639 Fax (954) 587-4588 markodoor.com vern@markodoor.com Date: May 19, 2019 Proposal Number: 190519MSGC TO: Miami Shores Golf Club 801 NE 100 Street Miami Shores, FI. 33138 (786) 586-1152 Seth email: sethrsc(&-aol.com JOB LOCATION: SAME We are leased to submit the followin bid: QUANTITY DESCRIPTION TOTAL New Opening, Supply And Install New Door To Code Directly To Poured Concrete With Sufficient Clearances Sectional Door 2.00 13/2 X 11/0 Clopay Model 524W6 Commercial Ribbed Steel Door, White, Miami Dade County Approved With Design Windloads Of (+38.0/42.0 PSF) 15" Radius Track With Outside Key Locks 5,154.00 N.O.A. 17-0809.13 Bid Subject To Site Inspection By Marko Door Products Personal Miami Shores Building Permit NOC And Engineer Wind Load Calcualtions 50o.o0 Bid Price Good For 30 Days No Painting Or Electrical Wiring Included Price Includes: Labor, Materials And Applicable Tax TOTAL DUE 5,654.00 C i tKmb: ou io uue Al Signing, Balance uue upon compietlon ut mstauation urchaser Agrees That All Material Shall Remain In Seller Possession Until Paid In Full riy voices Not Paid Per Terms Will Carry 1.5% Per Month Interest Py Cost Not Limited To Lawyer Fees Will Be At Customer's Expense Seth/Miami Shores Golf Club Date: I — vew e"A Representative Vem Cook /Marko Door Products Date: 05/20/2019 WAL,*FAROOQ CORPORATION IN CONSULTING ENGINEERS &PRODUCT DEVELOPMENT R WIND LOAD TABLES FOR COMPONENTS-& CLADDING WIND`STANDAARD: ASCE 7-10, FDC 2017-EDITION 0 81(�f9 GARAGE -BOORS ONL3� T� County . Miami Dade "'gOVED BY Wind Speed: 175 MPH ! Risk Category '�� r'� 7 ✓EST � �• � �� Exposure Category : C '-CT TO COMPLIANCE W' ' H ALL FEDFRAL I 1. Client61P�___�11- •.... • ...... 2. Project Name: /Y1 j 4-yn / 3. Project Address: G) % j1%E AV � ^ ...... .. ...... CITY - • • •••••• %� STATE Ip •.•• . ..•.. 4-Building Height: (See Figure I above) •5. Door Size: a - 07 • • • • • • • • • • • .. .. .. . ...... MAXIMUM DESIGN LOADS FOR BUILDINGS EOUAL OR LESS THAN N FEET. •. MEAN FOR BULIDING WITH ROOF SLOPE> FOR BULIDING WITH•ROOF SLOPE•c 10 DEGREE • ROOF DOUR WIDTH D0014M ID1rH • • • • HT. 8 FT. 9 FT. 1 12 FT. 16 FT. 18 FT. 8 FT. 9 FT. 12 FT. 16t • 18 FT. CED 16 PSF(+) 38.1 38.6 PSF(-) 49.7 50.3 PSF(+) 37.5 38.0 PSF(-) 48.5 49.1 PSF(+) 36.0 36.4 PSF(.) 45.5 46.1 PSF + 34.5 .9 SF(-) 42.5 43.0 PSF(+) 33.9 34.3 PSF(-) 41.3 41.8 PSF(+) 34.9 35.3 PSF(-) 45A 145.9 PSF(+) 34.4 34.8 PSF(-) 44.3 44.8 PSF(+) 33.0 33.4 PSF(-) 41.6 42. + 31.7 PSF(- 38.9 SF(+) 31.1 1.5 PSF(-) 37.8 38.2 17 39.0 50.9 38.4 49.7 36.9 46.6 35.3 43.5 34.7 42.3 35.8 146.5 35.2 45.3 33.8 42.6 32.4 39.8 31.9 38.7 18 39.5 51.5 38.8 150.2 137.3 47.1 35.7 144.0 35.1 42.8 36.2 47.0 35.6 45.8 34.2 43.0 32.8 40.3 32.2 39.1 19 39.9 52.1 393 150.8137.7 47.71 36.1 44.5 35.5 43.2 36.6 47.5 36.0 46.4 34.6 43.5 33.2 40.7 32.6 39.6 20 40.4 52.7 397 151.4 138.1 48.2 36.5 45.0 35.9 43.7 37.0 48.1 136.4146,9 35.0 44.0 33.5 41.2 33.0 40.0 21 40.8 53.3 40.2 151.9 138.6 48.7 37.0 45.5 36.3 44.2 37.4 48.61 36.8 47.4 35.4 44.5 33.9 41.6 33.3 40.4 22 41.3 53.8 406 52.5 139.0 49.3 37.4 46.0 36.7 44.7 37.8 49.1 37.2 47.9 35.7 45.0 34.3 42.1 33.7 40.9 23 41.7 54.4 410 53.1 39.4 49.8 37.8 46.5 37.1 45.2 38.2 49.7 37.6 48.5 36.1 45.5 34.7 42.5 34.1 41.3 24 25 42.2 42.6 55.0 55.6 415 419 53.7 54.2 39.8150.31 40.3150.91 38.2 38.6 147.0 47.5 37.5 37.9 45.7 46.2 38.6 39.0 50.2 50.7 38.0 38.4 49.0 49.5 36.5 36.9 46.0 46.5 35.0 135.4 43.0 143.5 34.4 134.8 41.8 42.2 Notes . - h = Eave height for roof slope _< 10 degree. - Table above shows maximum design load for shown building height in end zone. For any other: conditions/ zones, design loads to be evaluated on project basis Disclaimer :- - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation - No portion of this document may be used or reproduced in any manner. (except, however, for that portion of ASCE 7-10 set forth herein). JU 0 i 9 l�' JAVAD AHMA .E. FL# 70592 E AN # 3538 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.81001 F: 305.262.6978 1 www.afeeng.com I alfarooq@sfceng.com .... . ...... . ... . ..... . . ....... .... 0 00 0 0 0 f -L-# -r .. . .. .. .. .. ..... ..... . . ... . ..... .... . .. ... .. . ......... . MIAMI-DARE MIAMI-DADE COUNTY RoMin PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Miami, Florida 33175-2474 (RER) BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product ConJd1l69MJion (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right;e pave thif pfdduct or • • • • • • material tested for quality assurance purposes. If this product or material fails to perform in thitaccepted rrfffihir,:he • • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, niMV, Ur suspend the use oi' • • •' • such product or material within their jurisdiction. RER reserves the right to revoke this acedpTM,0if it is detdhnined bg .... Miami -Dade County Product Control Section that this product or material fails to meet the rg4dif (tents o:rV.; • 0 • applicable building code. • • • • 00000 This product is approved as described herein, and has been designed to comply with •tti¢ *Mrida $rfifV; Code' • • • • • including the High Velocity Hurricane Zone. • • • • • • • 000000 DESCRIPTION: Commercial Ribbed W6 DP38T Steel Sectional Garage Door up tb 14'-1" Wjde • • • • with Optional EPS Insulation • • • • • • APPROVAL DOCUMENT: Drawing No. 104924, titled "Commercial Ribbed Dods up to 14;-:Z' VC", • • • • sheets 1 through 3 of 3, dated 04/17/2015, with revision 3 dated 07/17/2017, prepared by Clopay 13&Ming Products Company, signed and sealed by Mark Westerfield, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0507.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 17-0809.21 Expiration Date: July 16, 2020 Approval Date: November 22, 2017 it Z,Ot7 Page 1 Clopav Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER NOA 415-0507.04 A. DRAWINGS 1. Drawing No. 104924, titled "Commercial Ribbed Doors up to 14'-2" W", sheets 1 through 3 of 3, dated 04/17/2015, prepared by Clopay Building Products Company, signed and sealed by Mark Westerfield, P.E. B. TESTS .... 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per F$C TASI aZ 94 • • • • • 2) Large Missile Impact Test per FBC, TAS 201.94 : ... 3) Cyclic Wind Pressure Loading per FBC, TAS•203-994 • • : • • • • • 4) Forced Entry Test, per FBC TAS 202-94 5) Tensile Test per ASTM E8 • • • • • • .... . ..... along with marked -up drawings and installation diagram of Ciapa}i Model 52.4W6. .....' 14'-2" wide x 8' high, 24 ga. steel garage doors, prepared by Amerivan Teste): a17e, Inc.,-*: • Test Report No. ATLNC 0410.01-14, dated 06/25/2014, signed*tV tealed by'David •. . . ...... W. Johnson, P.E. ..... . 2. Test report on Salt Spray per ASTM B 117 of painted G40 galv�e. . d painted Q4d G90; • • • •; panels, prepared by Fenestration Testing Laboratory, Inc., Test Report No.744Idated 10/01/2014, signed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchoring calculations prepared by Clopay Building Products Company, dated 04/27/2015, signed and sealed by Mark Westerfield, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Test report on Ignition Properties of Plastics per ASTM D1929 of Premier Industries' Type I EPS, Report No. 3082959-500, prepared by Intertek Testing Services, NA, Inc., dated 09/16/2005, signed by C. Anthony Penaloza. 2. Test report on Surface Burning Characteristics, per ASTM E84 of Premier Industries' Type I EPS, Report No. 3082960-500, prepared by Intertek Testing Services, NA, Inc., dated 10/04/2005, signed by Javier Trevino. Carlos M. Utrera, P.E. Product Control Examiner NOA No 17-0809.21 Expiration Date: July 16, 2020 Approval Date: November 22, 2017 E - 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of code conformance to the 5th edition (2014) FBC dated 04/27/2015, signed and sealed by Mark Westerfield, P.E. 2. Statement Ietter of no financial interest issued by Clopay Building Products Company, dated 04/27/2015, signed and sealed by Marie Westerfield, P.E. 2. NEW EVIDENCE SUBMITTED •a** A. DRAWINGS 0 0' 1. Drawing No. 104924, titled "Commercial Ribbed Doors up to 14*21 W", si1ee t0 1 through 3 of 3, dated 04/17/2015, with revision 3 dated 07/17/1Mr, prepared by Clopay Building Products Company, signed and sealed by Mar�Z esterfield, P.E. B. TESTS 1. None. IN E. CALCULATIONS L None. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010, 51h Edition (2014) and 6th Edition (2017) FBC issued by Clopay Building Products Company, dated 08/02/2017, signed and sealed by Mark Westerfield, P.E. 1►,14Iv1l Carlos M. Utrera, P.E. Product Control Examiner NOA No 17-0809.21 Expiration Date: July 16, 2020 Approval Date: November 22, 2017 E-2 1. 4 1 1) MODELS AVAILABLE (CLOPAY/ HOLMES/ IDEAL) 1 OF 3 REV. 524(24 go.), 520(20 go.)/ 224(24 go.)/ C4ST(24 go.), COST(20 ga.) < NON —INSULATED 1 02 524V(24 go.), 520V(20 go.)/ 224V(24 go.)/ C4STV(24 go.), COSTV(20 ga.) < INSULATED 03 #145/8" SHEET METAL SCREWS O O O O C 1/4'x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES 14 GA. (MIN.) INTERMEDIATE HINGE MEW -B VIEN C M C Y 4 SNAP LATCH ENGAGES ONTO VERTICAL TRACK. SLIDE BOLT LOCK ONE SNAP LATCH ON END STILE. ENGAGES INTO VERTICAL TRACK. ONE LOCK ON WINSIDEHANDLE EACH SIDE OF OUTSIDEDOOR KEYED HANDLE. INSIDE SLIDE, BOLT OUTSIDE SNAP KEYED LOCK WITH LATCH LOCK OPTION. LOCK OPTION, 3 REVISIONS V NO. APR DESCRIPTION MWW REVISED LAYOUT TO 3 PAGES SH UPDATED CODE COMPLIANCE STATEMENT TO ADD 6TH EDITION FBC. END STILE J"B" VIEW "C" IUT. SEE SECTION A -A IOUNTING DETAILS AND ICATIONS. WO POINT JG REQ'D. DOOR HEIGHT •q' NUMBER ❑F •-- SECTIONS .. UP TO 8-0' 4 _ 8'-3' THRU 10-0' 5 10-3* 'THRU 12-0' = 6% 12'-3' THRU 14'-0' 7 14-3' THRU 16'--O' 8 16'-3' THRU 18'-0, 9 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0809.21 Expirmtion U to 07/16/2020 By IN IC THIS PRODUCT CONFORMS TO THE Miami -Dade Product Contra END REQUIREMENTS OF THE 2010 FBC, �F� S11LFf THE FIFTH EDITON FBC, AND THE • 1IXT* EDTT�Y FT3C. PRDDUCT CDDC—PAN—lE448bE�IGi� •• ••MANUFACTURING LOADS: +38.0 P.S.F. & —42.0 P.S.F.OUTSIDE• VFEACH • ••••FART NO.: N/A HANDLE. Ja K BRR IN a ou,e,.�.. TOLERANCES ClopayTIL 85885 04 45040 USA161 N 4504) LISATRACK VIN➢LDAD RATINGENGAGES — No. W6 DP38T SIDE ID 0_ f.031 �a Fax Ib. 513-770-4653 • • 006 F txX7i� i - i-•'• • • • • • • • 00 a *.015 .000 i•005 � `•f 07 DIMEO M AM IN Es. DESCRIPTION: COMMERCIAL BY: H MWW MDWGNO,:104924 RIBBED DOORS UP TO 74'2"W NTS j SHEET. 1 OF a DWG. SZE B DATE: 4/17/15 VER: M-D �• * +• % 1 ... . . . . • • • • . . . . . . . . . . . ... . . . 9 . 4 l 11 SHaT' REVISIONS 2 OF 3 REV. NO. ZONE: DATE: ECN NO. I APPVD: DESCRIPTION MODELS AVAILABLE (CLOPAY/ HOLMES/ IDEAL) 03 - - - -- SEE REVISION HISTORY ON SHEET ONE 524(24 go.), 520(20 go.)/ 224(24 go.)/ C4ST(24 go.), COST(20 ga.) < NON -INSULATED 524V(24 go.), 520V(20 go.)/ 224V(24 go.)/ C4STV(24 go.), COSTV(20 ga.) < INSULATED D � HORIZONTAL (TOP) JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NO LOAD FROM DOOR) AGIUSTABLE TOP ROLLER BRACKET 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO SECTIONS ARE 1-7/B' THICK OF 12 GA GA,LV. STEEL, INSTALLED THE 2x6 VERTICAL SYP (GRADE J2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS ON DOOR AL (4) S X 5/6' LC PANELS ROLL FORMED OF .022' MIN, SHEET METAL SCREWS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. HOT DIPPED G-40 GALVANIZING, Z EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +266 LB & -294 LB. PER LINEAR RILL FORMED STEEL. FOOT OF JAMB. MIN. YIELD STRENGTH 563 KSI 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REOUIRED TO EO COUNTERSUNK TO PROVIDE A FASTENER FLUSH MOUNTING SURFACE. TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NU USED W THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY, ONE 4` T-STRUT PER SEC00N. (SEE VIEW -D") MAX. D.C. NOTE. 2x6 WOOD JAMBS ARE NOT REQUIRED WITH CONTINUOUS ANGLE MOUNT TRACK. HOWEVER, OPTIONAL 1/ POLYSTYRENE INSULATION EACH T-STRUT ATTACHED IF DESIRED ON STEEL JAMBS OR CONCRETE OR BLACK WADS. APPROVED FASTENERS AS (SEE MODEL EXPLANATION) AT EACH STILE LOCATION _ DETAILED BELOW SHOULD BE INCREASED IN LENGTH BY 1-1/2- AND INSTALLED DIRECTLY TAP (2) `S/4' SELF (` --------- -- -- THROUGH THE ANGLE AND 2x6 WOOD JAMBS INTO THE STEEL JAMBS OR CONCRETE OR BLOCK TAPPING SCCREWREWS. WALLS. ANCHORS CAN BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH C MOUNTING SURFACE. CONTINUOUS ANGLE TRACK CAN BE ANCHORED DIRECTLY TO GROUT 2x6 VFIZRCAL JAMB REINFORCED BLOCK WALL OR 3,000 PSI MN. CONCRETE COLUMN OR STEEL JAMBS O O END HINGE. SEF fXTAILS - TONGUE & GROOVE JOINT. AT VIEW 'B' ON SHEET I. L VI EW "D' as comp ying with the FloridaCT REVISED -- "- 4' TALL TAPER STRUT. (2) STACKED LHR BRACKETS USED 13 compl euildin code 0.057" MIN. GALV. STEEL,- - p 50 KSI. MIN. AS INNER BOTTOM BRACKET (NOT u MCA -No. 77-0$08.2'1 � SHOWN). - Expiration 5M 07/16/2020 BOTTOM ROLLER BRACKET OF 12 GA -.. By BOTTOM SECTION REINFORCED MIN. CALV. STEEL, FASTENED WITH -miami-0 a ro uct Centro WITH TEMPERED ALUMINUMSC)REW%13 X 5/6" LC SHT. MTL EXTRUSION WITH INTEGRAL. O RETAINER FOR FLEXIBLE VINYL FASTENER ATTACHMENT TO SUPPORTING CTRICTURE SCHEDULES ASTRAGAL j ER DISTANCE STEEL SECTION A -A (SIDE VIEW) BETWEEN `...........MAnlr BUILDING TYPE FASTENER TYPE S REQUIRE WALL 4 -1 EI T N O.D. a - LOCK WALL 1 f x 1- 4 NW. EMBED LA ON CONCRETE ANCHOR ••••MANIFACTlRING PRD]ICT CIDIE 200D PSI MIN. CO RETE 1 4 x M N. BED ULTRACON GONG ANCHOR 1 .0. • • • • •2000 P51 MIN. CONC , x NW. EMBED TAPCON CONCRETE ANCHOR 1 0. • • • • • C-PAN-IE448 MIN. EMBED WEI-R ANKR SLEEVE ANCHOR i;E;@; LOADS: +38.0 P.S.F. & —42.0 P.S,F.M_ ; _- - I • PART NO.: N/A't-O �5!- - 1 .D. • •U�e° � =nla a� 6585 Duke BwImrd VINIILDAD RATING m 1 D Y • / TaL No. 513-rM-4WO / TOLERANCES — TML.2 ON 46M USA 4 '��/' • r - - - - _ - .0 - t.D31 � o PAx I'm W. 5,3-719-4&3 W 6 D P 3 8 T ........• . FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTATED AO = t.015 DESCRIPTION: COMMERCIAL RIBBED DOORS UP TO 14'2'W AT LEAST AS HIGH AS THE DOOR OPENING. • • • • f • • • • _ i,005 DRAWN SY: SH DATE: 4/1/14 SCALE: NTS DESI(N EN©I9 'ERI CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. • • • • • OOO� _ •k. 1 DWG. B MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2', EXCLUDING STUCb•THKXNEN. • • • �'"si = •f If CHECKED BY: MWW DATE: 4/17/15 SHEET 2 OF 3 S!ZE MARK WESTERFIELD, P.E • • • • • • 01— SAmd 00—IN I FLORI A P.E. • • • • • f • f UIM"WU NS ARWN WES. DWG. NO_: 104924 VER: M-D 4 3 •2 ••• 1 . . . • . . . . . • . •• .. . . • .• .. •.. . . . ... • . 4 3 41 2 1 1 SHEET, REVISIONS MODELS AVAILABLE (CLOPAY/ HOLMES/ IDEAL) 3 OF 3 I I REV. NO. ZONE: DATE: EON NO. APPVD: DESCRIPTION 524(24 go.), 520(20 go.)/ 224(24 ga.)/ C4ST(24 go.), COST(20 ga.) < NON —INSULATED 03 - - -- SEE REVISION HISTORY ON SHEEN ONE. 524V(24 go.), 520V(20 go.)/ 224V(24 ga.)/ C4STV(24 go.), COSTV(20 ga.) < INSULATED ANGLE MOUNT JAMB CONFTGURATON D 2" TRACK CONFGURATION HORIZONTAL TRACK 18 GA x 2" X 1-7/8' DOORS UP TO B00 LBS. SUPPORT BY DOOR BRACKET MOUNT JAMB CONFl x 3/4' GALV. STEEL 2z6 SYP JAMB IF PRESENT; INSTALLER (TO SUff). -ANTI CONFIGURATION O-V �� INTERMEDIATE STILE SEE JAMB NOTES ON SHEET 2). hIM DOUBLE TRACK DOOR COUNTERBALANCE SYSTEM DOOR DOORS UP To BOO BS OPTIONAL STOP FASTENED TO DOOR __ MOULDING BY HEADROOM. HI -LIFE TRACK. H�'� 7-' INSTALLER (TO SUIT'). SKIN WITH TOG-L-IOC VERTICAL TRACK TO BE CONTINUOUS FOLLOW -THE- ROOF -6 SYSTEM AT TOP, BOTTOM OR REVERSE ANGLE 12 GA TRACK TRACK, AND VERTICAL LIFT 13 CA GALV. STEEL FLAG BRACKET ATTACHED TO - AND EA. MAJOR RIB. CLIPS ATTACHED TO WALL ANGLE TRACK ARE AVALABLE JAMB WITH (3) 5/16' X 1-5/8- LAG SCREWS -6. 1' DOOR OVERLAP (EACH SIDE) 16 CA x 6' x 1-7/8' WITH TWO 1/4' RIVETS PER CUP. 82, OPTIONS. AND TO TRACK WITH (2) 1/4' RIVETS. 2x6 SYP WOOD JAMB. GA.V. STEEL DOUEILE •.,.1.; - TRACTS CLIPS ARE ATTACHED TO TRACK CONFIGURATION END STILE FASTENED •r;`- TRACK WITH EITHER TWO 1/4' ABOVE THE DOOR OPENING = - REWIRED FOR BRACKET .'•r, --1'-iA ' DOES NOT AFFECT THE w AS ROD: SPACING NOT TO IXCEfD 14' O.C. -O^ ANT WITH TOG-L-IOC SYSTEE :a,^ RIVETS OR ONE 1/4" BOLT AND AT TOP, BOTTOM AND X:v; a,�' NUT. FOR WOOD JA46S: ONE WIND LOAD RATING. 9 _g CENTER. ¢ 70 - 5/16- X 1-5/8- LAG SCREW AT • EACH TRACK CUP LOCATION. ALSO S 58' 2' GALV. STEEL TRAGIC, _8 2-1/2' X 12 GA GALV. STEEL TWO LAG SCREWS LOCATED ABOVE TRACK THCKNESS: 0.075'. i 1 -0 4' TRACK BRACKETS FASTENED TO VERTICAL/HORIZONTAL TRACK r - WOOD JAMBS WITH 1/6" X 7/16' I.D. ROUND JUNCTION. 46' - 1-5/8" LAG SCREWS NOT TO PUSH NUT 14 GA. GALV. STEEL CENTER HINGE FASTENED TO EXCEED 14" ON -CENTER. PRODUCT REVISED = t FASTENER. SECTION W/(4) EACH f 14x5/8' SHEET METAL SCREWS. VERTICAL TRACK To U BRACKET 13-0 1AIr_ s compleng with the Florida 34' MOUNT OR CONTINUOUS OR 3 - 14 GA GALV. STEEL ROLLER HINGES FASTENED TO ENO STILES W/(4) EACH f 14x5/8- C Building Lode REVERSE ANGLE (1-3/4' x i - SHEET MEAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER ENO HINGE. NOA-No. 17-0809.21 �1 2-1/4'z12 GA MIN.) MOUNT. ALL 14'- 2' GALV, STEEL TRACK FASTENED TO a 22' BRACKETS/TRACK CUPS ARE 12 5 - 12 GA GALV. STEEL TRACK BRA2CET5 Explratlon e07116/2020 O GA. GALV. STEEL BRACKES/CUPS - 7 WITH EITHER (2) 1/4" DLA RNETS OR 2' DIA 7-1/2' LONG STEM, 10 BALL STEEL ROLLER WITH STEi1 OR NYLON TIRE ARE ATTACHED TO TRACK WITH (1) 1/4- X 5/8- BOLT k NUT PER By 10L' EITHER TWO }' RIVETS OR ONE }' 16-6 TRACK BRACKET. =.ON C-C U1R BRACKET (2-1/2" z 5-3/4' x 12GA) miaml-Da roduct ontrol 3-1/2' TRACK BOLT AND NUT. - ATTACHED WITH (2) 1/4" x 3/4' SELF TAPPING / - PREP RATION OF JAMBS — OTH RC SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH "DOUBLE END STILE' AS NOTED ON SHEET 2 DOUBLE TRACK 3' TRACK CONFlCURATION LOW HEADROOM OPTION DOORS 800 LBS AND OVER. JAMB CONFIGURATION (AVAIL FOR BOTH 2' AND 3" TRACK) cENTFJt HAVG REWIRED FOR DOOR I M DOUBLE TRACK DOORS OVER 8' HIGH. OUELLE HORIZONTAL HEADROOM, HI-UFT TRACK. TRACK. __. _FOLLOW=THE-.ROOF- _ _ _ .. . 'TRACK, AND VERTICJV. LIFT OVERLAP (EACH SIRE) .... OPTIONAL STOP MOULDING -BF DOOR NTS".ALIER TRACK ARE AVAILABLE .. „ 16 GA x 6' x 1-7/8' GALV. STEEL DOUBLE SIRE FASTENED -� OPTIONS. — - - 2z6 SYP JAMB (IF PRESENT; WITH TOG-L-LDO SYSTEM AT TDP, BD AND CENTER. FO TRACK CONFIGURATION - - 3" GALV. TAPERED K AND ANGLE. TRACK SEE JAMB NOTES ON SHEET 3). 18 GA x 2" 1--7/B' z 3/4' GAIN. STEEL INTERMEDIATE U ABOVE THE DOOR OPENING THICKNESS: 0.101 ANGIF CKNESS: 0.080. HORIZON TRACK STILE F W TO DOOR SKIN WITH TOG-L-LOC SYSTEM --- DOES -NOT -AFFECT THE - I MIN. ANGLE DIMENSO 3-1/ 2-7/8'. SUPPO BY SOORT} AT TOP TTOM AND EACH MAJOR RIB. i WIND LOAD RATING. yERiIGAI/HORZONTAL TRACK MAXWUM SPACING B(To 3-1/4' x 2-7/8' MIN. z O.OBO' TAPERED i JUNCTION. TYIO 1/4' BOLTS FR LAST MOUNTING 18 G0. GALV. STEEL CENTER HINGE _ ANGLE. SEE LAC BOLT MOUNTING AT TRACT( W k NUTS FOR EACH TRACK. SLOT TRACK JUNCTI CONFIGURATION BELOW 7/16" .ROUND FASTENED TO SECTION W/(4) HINGE PUSH N ` FASTENER. f14x5 8" SHEET METAL SCREWS, ADDITIONAL MOUNTING CENTERS. / SP/M;ID AT 12' CENTERS. �.• 0.101 THICK 3' GU.V. STEEL TRACK FASTENED 14 G0. GALV. SIEE1 HINGES FAS'FNED TO END r TO TAPERED ANGLE. TRACK ATTACHED TO STILES W/(4) 14.5 ' SHEET META_ SCREWS 12' ON CENTER TAPERED ANGLE WITH ONE 1/4'x5/8- BOLT k AID (2) 1/4' TAPPING EWS PER END HINGE NUT AT EACH MOUNTING SLOT• M 46" _ • • • • • • • • • -_L NAVl1FACTIJRING PRODUCT COD 3' DIA 8-1/ LONG STEM BALL B STEEL_ ROLLER. 34 • • • • • • • E Ys' TRACK BOLT NUT AT EACH A10UNTING SLOT • • • • C-PAIN-IE448 " ? " DOOR • •i i i i CtSM LO%D1 +38.0 P.S.F. & —42.0 S.F. PART NO.: N/A t A r.T HE GHT LENGTH • • • • • 1110 5Y _ B585 Duka 80o d VINDLDAD RATDJG -. '•�, �; �,L:' 22' 7_06 ;q1"aL s ;®Clopay Tel.M.WP W6 DP38T rd. N310' 1 ONE 6/16" x 1-5/8' LAG SCREW SP AT THE SAME - t.015 7 Na 513-T70-4B53 DESCRIPTION: COMMERCIAL RIBBED D00 UP TO 14'2W 01STANCES AS THE TRACK 13 1 10'vK .`'405 14-0 156 46-, ETC.). ADDITIONAL SCfiEWS� T •• * %DRAWN BY: SH DATE 4/1/14 Li; NTSDESIGN ENG�J R 3-1 i6 "�00000- •.006 DWG.RL r''` 1 -O 40' FROM BOTTOM. Two �SSCREWS LOCA OVE • greeap ♦1/a CHECKED BY: MWW DATE: 4/t7/15 SH 3 OF 3 SIZE L MARK VfESTERFlELD, P.E. ..... .. 17-0 04 VEROCAL/HORRONTAL TRAC JUI7TION.• • • • 1*— S*.d O6Rr.iA T ORIDA P.E. 48495 • • • • • • • • DMFNSPMS ARE M INI.16. DWG. NO.: 104924 VER: -D 4 3 2 1 { • •• •• • • • •• •• ••• • • • ••• • •