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GARAGE DOOR
Ilnspectian Number: INSP- 21632 Inspection Date: 09/18/2006 Inspector: Desharnis, George Owner: ALLEGRA, FRAN Job Address: 1160 98 Street Project: <NONE> Miami Shores Village, FL Building Department Comments Friday, September 15, 2006 Inspection/Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SFP 1 9 2006 Block: Contractor: JC ROLLING DOORS CORP. DBA/ PRESTIGE GARAGE DOO Permit Number: RC- 7-06 -1803 Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132050180390 Lot: Phone: 305- 364 -5999 Page 1 of 2 Passed Inspector Comments ...7_,.: c s e:, 4 /e 7,13;:<- E Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Ilnspectian Number: INSP- 21632 Inspection Date: 09/18/2006 Inspector: Desharnis, George Owner: ALLEGRA, FRAN Job Address: 1160 98 Street Project: <NONE> Miami Shores Village, FL Building Department Comments Friday, September 15, 2006 Inspection/Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SFP 1 9 2006 Block: Contractor: JC ROLLING DOORS CORP. DBA/ PRESTIGE GARAGE DOO Permit Number: RC- 7-06 -1803 Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132050180390 Lot: Phone: 305- 364 -5999 Page 1 of 2 C,Q CK 060( \V , .14 RAN BUILDING IM@MEMITI Permit No. ° — 1 30 3 PERMIT APPLICATION ; Ll Permit No. FBC 2001 B Y: Permit Type (circle) Building Electrical Owner's Name (Fee Simple Titleholder) C /f9 Owner's Address 116,e 4) 9`r S T I , City 6Gt,r.i4 Tenant/Lessee Name State Job Address (where the work is being done) // & 0 A-" 6 9 7 " City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name \--1L. k,G i1 f�:C I/i) `e Phone # Contractor's Address r)2 w i s (..L) / ? f /-//arm / City A - f 1 r l /22 / State 7 Zip , ? . ' / ; C Qualifier j 0 -� �.5� it (� <71/2 ' State Certificate or Registration No. $ Value of Work For this Permit Type of Work: ❑Addition Total Fee Now Due $ (Continued on opposite side) Architect/Engineer's Name (if applicable) Submittal Fee $ Permit Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 gas DD 9'ZU co eration Describe Work: �P 1 � �� C E * * * * * * * * •••* * * * •••* * * * * * ••*•F * * * * * * * * * * * * * * * * * * * * * * * * * ••* ** !!o ['New Plumbi Certificate of Competency No. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 'AI. 1. s3 PAID C K610 ( Mechanical Roofing Phone # 7S" - T Zip ,3 F Phone # Phone # Square Footage Of Work: epair/Replace ❑ Demolition A-f Cx c1 CCF $ CO /CC • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 the absence of such posted notice, the inspection will not . • aj ov d and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this - ' 1 dd day of , 204, 7 , by 1 4 t, A. : :At' who iA personally known to me or who has produced i NOTARY PUBL Sign: Print: My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 As identification and who d' an Signature Sign: Print: Contractor The foreg mg instrument was acknowledged before me this day of( , 206L, by " .f/ who is personally known to me or who has produced as identification andiv o di NOTARY PUBLI2- Wit" n My Commission xpires: ** * * * * * * * * * * * * * * * *** * * * * * * * * * * * ** * * * * * * * * * * * ** * * * * ** * ** * * * * * * * * * * * * * * * ** * ** * * * * ** * * Plans Examiner Engineer Zoning oath. Issue Date: 7/13/2006 Owner's Name: FRAN ALLEGRA Permit Type: Residential Construction Work Classification: Garage Door Job Address: 1160 98 Street Additional Information Miami Shores Village, FL Comments: REPLACE EXISTING GARAGE DOOR Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/09/2007 Contractor(s) Phone JC ROLLING DOORS CORP. DBA/ F 305 - 364 -5999 Yes Primary Contractor Type of Construction: Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: 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 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $0.60 Education Surcharge $0.20 Miscellaneous Fee $10.00 Permit Fee - Additions /Alterations $100.00 Scanning Fee $6.00 Technology Surcharge $0.00 Total: $116.80 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RC - - - 1803 Phone: 1132050180390 Lot: PB: Total Square Feet: 0 Total Valuation: $ 680.00 Re ' uired Ins • ections Final Invoice Number RC -7 -06 -25558 Total: Amt Due $116.80 JUL18 �0] Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RC -7 -06 -1803 Invoice Number: RC -7 -06 -25558 Applicant: FRAN ALLEGRA Company Name: Owner Address: 1160 N.E. 98 STREET MIAMI SHORES, FL Job Address: 1160 98 Street Miami Shores Village, FL Date Tuesday, July 18, 2006 07/18/2006 Check Payment Type Check Number 6049 Amount $116.80 Change $0.00 Total Payment: $116.80 Page 1 of 1 :.::. ;:Calculated Parameters... .: . Type of Structure Height/Least Horizontal Dim 0.28 Flexible Structure No User Input Data Structure Type Basic Wind Speed (V) Structural Category Exposure Struc Nat Frequency (n1) Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Damping Ratio (beta) Building 146 11 C 1 24 Gabled 1 10.00 15.00 13.50 49.00 55.00 0.01 mph Hz Deg ft ft ft ft ft Red values should be changed only through Main Menu" WIND98 v3 -01 Wind Load Design per ASCE 7 -98 Description: ALLEGRA RESIDENCE Analysis by: Artech Design Architects P.A. Gust Factor: Category 1.. ;Rigid :Structures Simplified Method< Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.851 Gust Factor Category 11 1Rigid Structures: Complete Analysis Zm Izm Lzm Q Gust2 Zmin Cc * (33 /z) ^0.167 I *(zm /33) ^Epsilon (11(1 +0.63 *((Min(B, L) +Ht) /Lzm) ^0.63)) ^0.5 0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 15.00 0.2281 427.06 0.9176 0.8816 ft ft Gust Factor Summary G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.851 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com C alculated Parameters Importance Factor 1 Hurricane Prone Region (V>100 mph) Alpha = Table C6-4 Values 9.500 zg = At = Bt = Am = Bm = Cc = 1= Epsilon = Zmin = 900.000 0.105 1.000 0.154 0.650 0.200 500.00 0.200 15.00 ft ft 5/12/2003 MICHAEL A. SCAVUZZO ARCHITECT LICENSE N °: AR 0004956 DATE: Page No. 1 of 4 Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Elev ft Kz Kzt qz Ib/ftA2 Pressure (Ib/ft "2) Windward WaII* +GCpi -GCpi 15 0.85 1.00 46.32 23.16 39.84 WIND98 v3 -01 Wind Load Design per ASCE 7 -98 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights (Non - flexible) Table 6 -7 Internal Pressure Coefficients for Buildings, Gcpi Copyright 2002 - MECA Enterprises, Inc. 5/12/2003 www.mecaconsulting.com Page No. 2 of 4 RoofPressure Coefficients, Cp Roof Area (sq. ft.) 2,800 Reduction Factor 0.80 Wall. Coefficients, :_.;: :. .. Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 B WIND98 v3 -01 Wind Load Design per ASCE 7 -98 Figure 6 -3 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems L Variable: Kh Kht Qh Khcc Qhcc Formula 2.01 *(15 /zg) ^(2/Alpha) Topographic factor (Fig 6 -2) .00256 *(V) ^2 *I *Kh *Kht *Kd Comp & Clad: Table 6 -5 Case 2 .00256 *V ^2 *I *Khcc *Kht *Kd Value 0.85 1.00 46.32 0.85 46.32 Units << psf psf Calculations forWindNormal:to 49'.fE Face Additional Runs maybe r eq`d ifor other w ind . directions : Pressure (psf) +GCpr -GCpi .' Leeward Walls (Wind Dir Normal to 49 ft wall) Side Walls - 0.48 -27.06 -10.38 -0.70 -35.90 -19.22 Roof -Wind: Normal Ridge:(Theta > =10) :for Wind: Normal: to 49 ft face Windward - Max Negative Windward - Max Positive Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang Bottom (Applicable on Windward only) - 0.22 0.28 - 0.60 - 0.22 - 0.60 0.80 - 17.00 2.69 - 31.96 -8.66 - 23.62 31.50 - 0.32 19.36 - 15.29 - 8.66 - 23.62 31.50 Roof - Wind :Parallel :toRidge '(Alt Theta) -for :Wind :Normal:to:49: ft face Dist from Windward Edge: 0 ft to 6.75 ft Dist from Windward Edge: 6.75 ft to 13.5 ft Dist from Windward Edge: 13.5 ft to 27 ft Dist from Windward Edge: > 27 ft - 0.90 -0.90 -0.50 -0.30 - 43.77 -43.77 -28.03 -20.15 - 27.10 - 27.10 -11.35 -3.47 * Horizontal distance from windward edge 5/12/2003 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 3 of 4 Component Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Ib/ft "2) Max Min Max Min 101 37 38 9.75 4 1.00 -1.10 54.66 -59.29 102 74 50 25.67 4 0.93 -1.03 51.31 -55.94 103 37 51 20.00 5 0.95 -1.29 52.20 -68.26 105 37 38 20.00 4 0.95 -1.05 52.20 -56.83 106 35 89 22.50 4 0.94 -1.04 51.78 -56.41 0.00 0.00 0.00 WIND98 v3-01 Wind Load Design per ASCE 7 -98 Figure 6 -5 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.9 = => Copyright 2002 - MECA Enterprises, Inc. 4.90 ft Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. a a a a Gabled Roof 10 < Theta < =45 5/12/2003 www.mecaconsulting.com Page No. 4 of 4 Florida Building Code Garage Door Windload Design Pressules.: • • • The positive and negative design windloads for the garage door opeoing(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI /ASCE. 20eetien :141 for'tcomgopents and cladding" (Exposure C), 146 mph wind velocity for Miami -Dade County. • • • • • • • • • • • • • • • • Address: Frances Aleara 1160 NE 95 ST. Miami , FL , Miami -Dade County Garage Opening Size: 10' 0" x 6' 9" Mean Roof Height: Less than 15' Measured Minimum Building Dimension: 30' 0" Measurement of Nearest Garage Door Opening to Building Corner: 0' 2" Positive Design Load: +40.7 PSF Negative Design Load: -46.4 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 94W8, 10'2" x 6'9 ", Approval # 05- 1212.02, Dwg # 101300, Windload Capacity: +46.6/ -52 PSF. Clopay Model 4300W8, 10'2" x 6'9 ", Approval # 02- 0618.02, Dwg # 101488, Windload Capacity: +46.6/ -52 PSF. The design loads shown above area based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 2004 Florida Building Code for windborne debris in high velocity hurricane zones. The related calculations do not address the jambs or supporting structural adequacy. The building official is the final determiner of the suitability of the garage door connections for the particular buiding or home at the designated location. The "structural interface" of the designated door is the existing door jamb. The structural capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by: egistered professional engineer in the state of Florida. The mounting hardware designated forthe t or °r� details for installation are provided on the certified, approved drawing, as listed above. Scott a ilton, Florida F.E. License No. 8585 Duke Blvd. Mason, OH 45040 (513) 770 -4800 6/22/2006 63286 p©/CE � UJ 0 6 2066 • • • ..• • • • • • • • ... • • •. • • • .. •.. .• • . . . . . .. • • • • • • • • •• • • • • • ••• •• STATE AND COUNTY RULES AND REGULATIONS •Re�orM'# DPR- 060621 -H-01 • • Roof Slope: Not provided (use greater than 10 degrees) M I A M I UADE BUILDING ;.:ODE COMPLIANCE OFFICE (BCCO) PRODUCT co P t ROL NOTICE OF ACCEPTANCE (NOA) cC_ 0(0- ceo3 • • ••• • • • • •• •• • ••••• • • • • • • • • • • • • • • ▪ • • • MIArm -FADE COUNTY, FLORIDA • • •• t:1F'TP,O'UMDE FLAGLER BUILDING 1 -10 WEST FLAGLER STREET, SUITE 1603 • ••• • • • •MIAlvtf, FLORIDA 33130-1563 • • • • • • • • • • • ( 335)•+7: -24'Wl FAX (30)) 375 -2908 • • • • • • • : • • • • • • • • • • • • • • • • • • • • • Clopay Building Products (:r'. 8535 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rides and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 statcd below. The Miaipi -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails 10 perform in the accepted manner, the manufacturer will incur the expense of such testing and thc AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sectional Garage Door 16' Wide. APPROVAL DOCUMENT: Drawing No. 101488, titled "M/N 2400, HDGL, 66, 67, 68, 2401, 4300, 4301, 4310, 4400, 4401, HDG ", dated 06/07/95 with last revision on 06 /2001, sheets 1 through 4 of 4, prepared by Clopay Building Products Company, signed and sealed by M. W. Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal stamp with thc Notice of Acceptance number and expiration date by thc Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LAP ?ELINC;: 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 ", unless otherwise noted hcrcin. RENEWAL of this NOA shall bc considered after a renewal application has been filed and there has been no change in thc applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after thc expiration date or if there has been a revision or change in the materials, use, and/or manufacture of thc product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this 1 Failure to comply with any section of this NOA shall bc cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall bc cut from each coil and tensile tested according w ASTM E -8 by a Dade Con.ct ' appr:1'• laboratory selected and paid by the manufacturer. Even' 3 months, four timcs a year, the manufacturer dial': mail to this office: a copy of the tested reports with confirmation that the specinien were scicctcd from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 27.000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration dale may i_r displayed in advertising literature. if any portion of thc NOA is displayed. then it shall be done in its :nttirety INSP CTION: A copy of this entire NOA shall be provided to thc user by the manufacturer or its distributors and shall bc avaiIal,l:; tor: '.its :T. - non at the job site at the request of the Building Official. Th:_ N'O r:ric.l_; l +'`7', 01 04 N 0 ,, consists of this page 1 as well as approval docurri. ut mentioned above. The ni..uriited docaunentation was reviewed by Candid() F. Font PE. NOA No (12-0618.02 Expiration Date: September 26. 2007 Approval Date: August 29, 2(102 Page 1 C-90 BLOCK (2 000 PSI GROUT) 1/4" ; 4" ITW T.APCON CONCRETE ANCHOR. MIN. 1 -3/4" EMBED s EMBED! ; 10 9 11 10 10" 11" - •- • •YES NO • • 04 C -90 BLOCK (2,000 P51 GROUT( ..)/5 x 4" RAWL LOK /BOLT ANCHOR. BOLT 5000 SERIES). 1 -5/8' CONCRETE COLUMN (2.000 FSI! 3/5' x 4" RAWL LOK /BOLT ANCHOR BOLT 5000 SERIES). 1 -5/8 EMBED ' 9 10. 11" • •NO • 1 _ : _ . 7401. 300 4301 4310. 4400. 4401, H1)0. HOGL J,i1ic: T SUPPORTING STRUCTURE ATTACHMENT iC i 1 ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE DOOR I5 TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2) EACH VEP(iC. L JAMB SEES A MAXIMUM DESIGN LOAD OF +2,982.4 LB & -3,328 LB. /a\ 3) ALL JAMS FASTENERS JAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 'A/0(H) F PAIVIE BU LDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PFESSURE TREATED GRADE 1 2 OR SETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fc ). STUD WALLS TO BE CONTINUOUS FROM FOOTIN.S TO TIE BEAMS AND IN ACCORDANCE ;;1 SFBC SECTION 2905.1. OCK 'NALL_ OR CONCRETE E 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH i}5 BAR E: :TENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOC'! WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2. ,JAMB TO SUPPORTING STRUCTURE ATTACHMENT (HOT TO BE USED FOR MIN. No. OF FASTENERS PER VERTICAL JAMB 7'H 8'H MAXIMUM ON CENTER DISTANCE BETWEE • 1 FASTENERS* STEEL • •WASHER •REQIJIRZL`'; • BUILDING TYPE 6Un!\n CPeAAr i C!'tl c , ATTACHMENT OF TRACK DESIGN , GADS: _ 4E 2-' -52.0 P.S.F. . . nC V 4 6 7 8 DA I 9/96 12/98 4/99 4/001 6/2001 6 ICRIP r)CN ADO MODELS 2400 & 2401 ADD M/N 2310: DELETE T 4/N 2200. 2201, 4200 NO CHANGES ON PAGE 4 ADD, HOLI.IES MjFI & HOGL; DEL. 2300/01,'10 REVISED VERTICAL JAMB DESIGN LOAD NOTE 2. BRACKETS TO 2x6 FASTENER. TYPE -I6" 3" IAC SCREW (ASTM A307, GRADE A. VERTICAL JAMBS OR SUPPORTING PAGE 4 .OF 4 -5/8" MIN. EMBED 1 MAX. 0.C. 1 STRUCTURE 1 TAPCONS/ANCHOR BOLTS CAN BE INSTALLED DIRECTLY THROUGH TRACK BRACKETS /ANGLE IN LIEU OF 5/16"x1-5/8" LAG SCREWS RAWL LOK, /BOLT SHALL BE TORQUED As SPECIFIED BY THE RAWL PLUG COMPANY. DESIGN ENGINEER 7 MARK W. WESTERFIELD, P.E. MECHANICAL ENGINEERING FLORIDA REGISTRATION No. 48495 NOTED orC' 7/6/95 MAN) 10. MWW CI(C.KC 1T. B • • 1 j 16 2 * W x 8'0.14•••• °"c tw }T /N 240 66. 61. 68 • 2401. 4300, 4301.41 10. 4400, 4401, HOG pRAVIK. tln PCP 101488 RC v 3 NIP 1 3 ® P CLOPAY BUILDING PRODUCTS COMPANY ®= ® ! 9585 DUKE BLVD. MASON, OH 45040 Building Products `513) 770-4e00 Company CJeve, Con... Wen AA Mgr. R.,�..a. - HORIZONTAL JAMB (NO LOAD FROM DOOR) FASTENER TYPE / 11 MIN. No. OF FASTENERS PER VERTICAL JAMB 10" (SEE ••••••YES •• •• • • PAGE • • • • • - 2x6 VERTICAL JAMB —\ ••• • • q . J\ • •• • • 3). R• • ellaini Umk I'nd�t C'man 1 llk!Iinn • CLOPAY MODELS 2400, 2401. 4300, 4301, 4310. 4400, 4401, HDG, HDGL HOLMES MODELS 66, 67, 63 NOTE: EITHER BRACKET MOUNT OR CONTINUOUS #14x5/8" SHEET METAL SCREWS — ANGLE TRACK MAY BE INS'AL (AS SHOWN). // O\ O0 — 14 GA. INTER. HINGES USED ON 24 GA. EXTERIOR SKIN DOOR MODELS. 1/4 "x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES SCALE 2" = 1' VIEW "8" JAMB PREPARATION NOTE TRACK SHALL BE FASTENED TO 2x6 YELLOW PINE WOOD JAMBS WITH 5/16 "xl -5/8" LAG SCREWS (9 LAG SCREWS PER SIOE UP TO 7'0" HIGH AND 10 LAG SCREWS PER SIDE UP TO 8'0" HIGH). PREPARATION OF JAMBS BY OTHERS. TRACK BRACKETS OR ANGLES MAY BE MOUNTED DIRECTLY TO CONCRETE USING APPROVED MASONARY FASTENERS. 1" DOOR OVERLAP (EACH SIDE) 2x6 WOOD JAMB SEE "JAMB PREPARATION NOTE" ABOVE 12 GA. GALV. STEEL CONTINUOUS ANGLE FASTENED TO WOOD —" JAMB WITH 5/16"x 1 —5/8" LAG SCREWS NOT TO EXCEED 1 4 0.C. CONTINUOUS ANGLE MAY BE NOTCHED OUT FOR JAMB TO STRUCTURE ATTACHMENT POINTS. MIN. OF (1 1) LAG SCREWS ARE REOUIRED. 2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK CLIPS. TRACK ATTACHED TO EACH CLIP WITH ONE 1/4 "x5/8" BOLT & NUT. EACH TRACK CLIP ATTACHED TO CONTINUOUS ANGLE WITH (2) 1/4" DIA. RIVETS PER CLIP. PAGE 3 OF 4 DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. 18 GA. , INTERMEDIATE HINGE • SCALE 2" = 1' VIEW "c' OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT) 16 GA. GALV. STEEL DOUBLE END STILE JAMB CONFIGURATION SCALE 2" = 1' ACV 7 4/2001 CC GRIP va ADO HOLMES M/N & HDGL: Oa. 2300/01/10 6/2001 CHANGES TO PAGES 1 & 4 — 2" DI.4. LONG STEM, 10 BALL STEEL ROLLER. VI 0 z 1- z 0 0 0 0 o! 0 13 GA. GALV. STEEL FLAG BRACKET OR 12 GA. GALV. STEEL CONTINUOUS 1 -5/8" x 2 - 3/8" ANGLE. ATTACH FLAG BRACKET WITH (3) 5/16"x I —5/8" LAG SCREWS. 76 "(7'6 "H & 8'0 "H DOORS ONLY) 63" 50" 38" 10" HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) —' DOOR COUNTERBALANCE SYSTEM HINGE 2" GALV. STEEL TRACK, TRACK THICKNESS: .083" 000R HEIGHT 6' -6" 7' -0" 7' —6" 8 -0" 70" 76" 82" 88' TRACK CONFIGURATION SCALE 1/2" = 1' TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKETS OR CLIPS. DISTANCE FROM BOTTOM OF VERTICAL 24" TRACK TO - EACH BRACKET /CLIP IS: 3 10 ", 24 ", 38 ", 50 ", 63 ", AND 76" (7'6 "H & 8'0 "H DOORS ONLY). -T 3 ONE 5/16'x1 - 5/8" LAG SCREW PER RACK BRACKET. 2- 1/2"x12 GA. GALV. STEEL TRACK BRACKETS FASTENEp jQ WOOD JAMB WITH 5/16"x1 LAC LAC SCREWS NOT 1 MIN? ••' OF (90)• LAO SCREAM. REL]UIRED. • 2" GALV. „S,T ;E • TRACK FAITBt'IED TO 12 • GA. GALV. STEEL TRACK BRACKETS. • 14rAt ATTACHED TD BRACKET WITH •WQ • 1/4" DIA. cive'.. yrrotri ,01. :NERVED • •••• : t•.>♦epllt+ .1113 the Wolin* • ODI•lic;f: :d' • • • LR • MO Olapay Building Products Company CLOPAY BUILDING PRODUCTS COMPANY 8585 DUKE BLVD. MASON. 014 45040 (513) 770 -4800 Ciaooy Cortrem21.1c. .' Rights A.awM. :ucc. NOTED °Atc 6/7/95 DRAWN Aa. MWY/ OCORD At. PLOT. 0. 1 4i MAX D • • • 16i" JJ x 8'0" 14 C"CRtt• M/N 2400 ,•HOGZ. 66, 67, 18 2401, 4300. 4301 4310, 0400, 4401, HOG • B DRAWING .u 101488 RCN 8 • 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED 18 GA. GALV. STEEL INTER. DOOR OPERATION. FASTENED W /(4) 14x5/8" 14 GA. GAL' /. STEEL ROLLER HINGES SHEET METAL SCREWS. FASTENED TO END STILES W /(4) EACH HINGE. DESIGN ENGINEER "� #14x5/8" SHEET METAL SCREW_ AND MARK W. t MECHANICAL ENGINEERING P.E. Pi FLORIDA REGISTRATION No. 48495 • • . b1in )nae 1'm' * *i cNDttW1 • • INSTA!LER MODFI RETAIL MOf1FJ DFSCRIPTION 4300 HDG. 66 27 DA. EXT. SKIN: SHORT RAISED PANEL 4400 . 2400 24 GA. EXT. SKIN: SHORT RAISED PANEL 4401 2401 74 GA. SKIN: FLUSH PANEL 4301 .68 _EXT. 27 GA. EXT. SKIN; FLUSH PANEL 4310 HOGL. 67 25 GA. EXT. SKIN; WIDE RAISED PANEL CLOPAY MODELS 2400, 2401, 4300, 4301, 4310, 44 HOLMES MODELS 66, 67, 63 0, 4401 , HDG. HDGL SILICONE FILLED CHANNEL SEPARATES K FRONT AND SACK SKIN OF DOOR 1.95" THICK, 111 DENSITY EXPANDED POLYSTYRENE FOAM INSULATION (SUPPLIED 9Y FALCON MANUFACTURING) LAMINATED TO BOTH EXTERIOR 6 AND INTERIOR SKINS. 12 GA. GALV. ED W /(6) ROLLER 8 #14x5/8 "�© EACH BRACKET SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS AND NUTS PER BRACKET. 14 GA. GALV' ROLLER HINGE. EACH HINGE FASTENED TO END STILES W /(4) 1114x5/8" SHEET METAL AND (2) 1/4 "x3/4" SELF' TAPPING SCREWS. (SEE VIEW "8 ") : ol apay Building Products Company RCV 2 3 4 5 6 7 1-1/4" WIDE x 16 GA. GALV. STRAP. (7) PER DOOR SECTION ON 16' WIDE DOORS. WI INSIDE WITH (3) 1/4%3/4" SELF TAPPINGR ATTACHED SCREWS (TWO SCREWS TO DOOR, ONE SCREW TO C- CHANNEL). ONE 6" TALL, 16 GA. C- CHANNEL PER DOOR SECTION. (2) 1/4 "x3/4" SELF TAPPING SCREWS PER END STILE AND ONE 1/4 "x3/4" SELF TAPPING SCREW PER BACKER PLATE OCATION. (SEE VIEW D ")Q 6 27 GA. INTERIOR STEEL SKIN (DRAWING DUALITY) WITH G -40 MIN. GALV., BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 13 GA. GALV. STEEL BOTTOM BRACKET. ' ATTACHED WITH (4) 1114x5/8" SHEET METAL SCREWS. - fyc ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. PAGE OF 4 ••• •• • CLOPAY BUILDING PRODUCTS COMPANY 8585 DUKE BLVD. MASON, OH 45040 (513) 770 -4800 C.P.* Ca a*UQ'. N 1r1MI P•,...J. DATC 7/96 8/96 9/96 12/98 4/99 4/2001 6/20 3C L' NOTED 'ID 7/6/95 " KFH OCORD IT. OCSCPtPI KW GENERAL REVISIONS CLARIFY MODEL NUMBERS ADD MOOELS 2400 & 2401 YIELD WAS 33 KSI; ADO 2310 DELA 2200/01, 4200 SCREW QTY. CHANGE ON PAGE 2 ADO HOLMES M/N & HOGL; OEL. 2300/01/10: G -40 MIN. WAS G -60; NEW M/N CHART ' CHANGES TO PAGES 1 & 4 • • • • • •• B L - 2 -1/2" --� � — 5/8" (TYP.) VIEW "D" 6" TALL C- CHANNEL 16 GA. GALV. STEEL ••0• • • • • 0000 • • • •• • ••. • • • DMG19 •• ARM •W• WESTERFIGLD, P.E. • • MEC ICAL EN C RING FLORIDA •REGISTIRAT No. $8495 •••• •••• • • • • • P 0T 1=24 Da11VTND M'X PRO! . Zpr.NEWED •••• xT yr..,-y,y„,�yh,he Flor11!liT I.' i:•d; . i,r;:;,!, ;' r1n_Q ,. is • DW ease 101488 CDCI CuaUOl • • • • 7. • • P•16011 ytn. 16"2 W 1t 8 ocw""T,v. M/N 2400, HOGL, 66, 67, 68 2401, 4300, 4301, 4310, 4400, 4401, HOG 8 • SECTION A -A (SIDE VIEW) SCALE 2" = 1' TONGUE AND GROOVE JOINTS. 27 GA. MIN. EXTERIOR STEEL SKIN (MIN. YIELD STRENGTH: 27 KSI, 5 L� DRAWING QUALITY) WITH G -40 MIN. GALV., BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. 2" THI i ____- 1 L - - =- j -C — - �I� _ _ A =- =- Jrip iL_ - _- I A ---- { - 11 � = = -= .:- ...7- _71 fr I MEM iliMi — _ — _-1 i r r ==-_-_-. - - 1i 11 CLOPA.Y MODELS 2400, 2401, 4300, 4301, 4310, 4400, 4401, HDG HDGL HOLMES MODELS 66, 67, 68 �(2) 1/4" x 3/4 AT 1 -1/4" & ND TWO FROM OUTSIDE KEYED HANDLE (1) 20 GA.x2" GAL`.'. STEEL SACKER PLATE -� AT EACH INTERMEDIATE HINGE LOCATION. BACKER PLATE ATTACHED WITH DOUBLE SiDED ACRYLIC ADHESIVE TO BACK OF DOOR. rtIMINIMIEME 1l (1 VENTS OPTIONAL OUTSIDE KEYED LOCK POSITION SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF 00OR INTER. STILE LOCATION OF OPT ONAL eL TOTAL VENT OPENINGS: END STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION CONFORMS TO SFBC 603.2 DESIGN ENGINEER MARK W. WESTERFIELD, P.E. MECHANICAL ENGINEERING FLORIDA REGISTRATION No. 48495 60 IN VEHICLE ' MAX. DOOR WIDTH = 16' -2" INSIDE ELEVATIONS SCALE 1/2" = 1' END STILE LOCK BAR GUIDE INTER. STILE OUTSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON OUTSIDE KEYED LOCK EACH SIDE LOCK BAR LOCKING OF DOOR. CONFORMS TO SFBC 3603.2 END STILE INSIDE LOCK C CONFOP :o'opay' Building Products Com SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. SLIDE BOLT 1PTION MS TO SFBC 3603.2 tv 4 5 8 CLOPAY BUILDING PRODUCTS COMPANY 8585 DUKE BLVD. MASON. OH 45040 (513) 770 -4800 cope, Cp.pe•plien N A4M..pswti0. w7C 9/96 12/98 4/99 " TEK SCREWS LOCATED 3 -1/2" FROM BOTTOM TOP. 16 GA. DOUBLE END STILE EACH END STILE MEASURES 5- 3/4 "x2 -1/8 "x3/8" ATTACHED WITH ONE 118x1/2" WAFER SCREW. 4/2001 6/2001 VIEW "B" VIEW "C" LOCK POSITION (BOTH SIDES) TWO POINT LOCKING CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS WITH 5/8" MIN. ENGAGEMENT. FOR BOTH OUTSIDE KEYED LOCKS AND INSIDE SLIDE BOLT LOCK OPTIONS. SEE LAYOUT OF EACH. BRACKET USED FOR BOTTOM DOUBLE END STILE. PAGE 1 OFF 4 '"" NOTED Wt. 6/7/95 DESIGN L °'Av" p " KFH cxcxLo AV ADD MODELS 2400 & 2401 DELETE M/N 2200, 2201, 4200; ADD M/N 2310 SCREW NOTE REV. ON PAGE 1 ADO HOLMES M/N & HMI.: DEL. 2300/01/10 CHANGE VENT NOTE NOTE 1: DOORS 6'6" HIGH SECTIONS; i;2) OF DOORS 7'0' HIGH SECTIONS; 14) OF DOORS 7'6' HIGH SECTIONS; S5) OF DOORS 8'0' HIGH SECTIONS: (2) OF NOTE 2: SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. NOTE . 3; LOCKING DEVICE TO CONFORM TO SOUTH' FLORIDA BUILDING CODE. (SEE INSIDE ELEVATION FOR POSITION ON DOOR.) ADS: +46.6 P.S.F. , —52.0 P.S.F. • • • •••• • B • • •• • • • • • • • • •• •• • • • pion• 1 =24 • • CONSIST OF (4) 21" & (2) OF 18 ". CONSIST OF (4) 21 ". CONSIST OF (5) 18 ". CONSIST OF (5) 21" & (3) OF 18 ". • • •• • • • • �.. • • • • 1%1itin, UeJe ,a,:wl Cam{},, •: • • • • ua °up•1.• 115;2:V.1 8'0 "I4 Dm""u• MifiJ 2400, HDGL, 6 67.6603•••• 240”43015, 4301.41 ?:400, 4•01, H06 PCn 8 °..VI G ru,rcm • • • 101488