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RC-09-779Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 113543 Permit Number: RC -5 -09 -779 Scheduled Inspection Date: August 06, 2009 Inspector: Bruhn, Norman Owner: CAMP, JOHN Job Address: 1050 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: MIAMI DADE OVERHEAD DOOR INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Phone Number (305)530 -0050 Parcel Number 1132060143520 Phone: (305)820 -3300 Building Department Comments REPLACE GARAGE DOOR Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. A..... AC 7flfQ For Inspections please call: (305)762 -4949 D-+..e G..F 74 *GI A cs` 0 lictUf - BUILDING PERMIT APPLICATION FBC 2004 Miami. Shores Village Building Department 10050 N.E.2ndAvenue, Miami Shores,.Florida 33138 Tel: ( 756.8972 EC EilliED MAY 0% 2009 Permit .No. 1(O • ' ` t. aster Permit No. Permit Type (circle): Building Roofing pn Owner's Name (Fee Simple Titleholder) J O A • ,e Phone # ©S " 7S/' 5 30 Owner's Address 050 !v q City. State Zip 31 X30 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1050 /fit Rio RI. City Miami Shores Village County Miami -Dade Zip � ( ?g FOLIO / PARCEL # Is Building Historically Designated YES NO )( Contractor's Company Name NNW' OAI M ©p' ' Contractor's Address 1�?/5 j'o) ?A ftj ,i " City t\--10/20)A, State one# 30S"R�'3J Zip .3w f `?" Qualifier Name �� - 7-/-172_ ����1� Z/ Phone # i ®5 g ���22-� -3 3 � S State Certificate or Registration No. Certificate of Competency No._ Z -7- S ®Q 6 Z C� Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $A s - Square / Linear Footage Of Work: Type of Work: DAddition DAlteration ['New Repair/Replace ❑ Demolition Describe Work: Ltd A Ili) ********** ** *** ** * * ****** * * * ** *** * * * * * *F� ************* ** ** ** *** ** **a * *** ** * * * ** *** * ** CCF $ 1 ° 'CO7re. s — Technology Fee $ 9' � Th Submittal Fee $ Permit Fee $ Ig- Notary $ S Scanning $ Training/Education Fee $ Radon $ DP$R.$. '.; Zoning $ Bond $ Code Enforcement $ )iuble Fee $ Structural Review. $ Total Fee Now Due $ ° See Reverse side -* 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 FT.F,CTRICAL 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 be approve• !, a charged. pection fee will be charge ..1 Air Signature Owner or A _ ent' /,, Contractor The foregoing ins' ment was ackn.w ed ed be re a this(( The foregoing instrument was acknowledged °°bef me this day of , 20 ®CI, by ►'i , 0 day of , 20 (Yr, by l l l etizi c.✓ who is personal v known to ire or who has produced who is person�alhly known to me or who has produced �/,s As identification and who did take an oath. I Icy 15` t as identification and who _fi t a :. oath. NOTARY PUBLI . • NOTARY PUBLIC: Sign: Print: ** * A APPLICATION APPROVED BY: (Revised 07/10/07) E. ROCCO Notam Public - State Or FIprid. Commission # DD 446938 Nov,. BomistiThrough , itotavkan. Sign: Print: My Commission ***** **** * * ***** * ******* * ****** ** *** *** *** *********** Plans Examiner Engineer Zoning Permit No: 09- 779 Job Name: , 2009 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 -795 -2204 Florida Building Code Garage Door Windload Desi TriCIEEVIET Pmrr6 2009 JUI BY: ___ ®® - - - - -- The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI /ASCE 7 -02), Section 1619 for "components and cladding" (Exposure C), 146 mph wind velocity for Miami -Dade County. Report # DPR- 090521 -A -01 Address: John Camp 1050 Ne. 96 St. Miami Shores, FL 33138, Miami -Dade County Garage Opening Size: 16' 0" x 7' 0" Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 45' 0" Measurement of Nearest Garage Door Opening to Building Comer: 3' 0" Positive Design Load: +39.2 PSF Negative Design Load: -43.6 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 84A/94W8, 16'2" x 7'0 ", Approval # 06- 0227.04, Dwg # 101300, Windload Capacity: +46.6/ -52 PSF. Clopay Model 4300 /4301 /4310 /4400 /4401 /HDG /HDGLW8, 16'2" x 7'0 ", Approval # 08- 0402.12 , Dwg # 101488, Windload Capacity: +46.6/ -52 PSF. The design loads shown above area are based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 2007 Florida Building Code for windborne debris in high velocity hurricane zones. The related calculations do not address the jambs or structural adequacy of the supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular building 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 a certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. S. n, Fl • `.E. License No 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770 -4800 5/21/2009 M 1 A M 1•DADE • • • • •• • • • • BUILDING CODE COMPLIANCE OFFICE ('11CC15), • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (Niel' • • • "' • • • • • • • • • • • • • • • • • • Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 • • • • • • • • • •• • • • • • ••• •• 'Re/Oct-171 MIAMI-DADE • • METRO -DADE FLAGLER BUILDING • • •140 WEST FLAGLER STREET, SUITE 1603 1-L R1b 3k30 -1563 • • (3O) 7 90 (3 5 13'5 -2908 • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use-of coilkfucflo mate ' s. 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 stated below. The Miami -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 to perform in the accepted manner, the manufacturer will incur the expense of such testing and the 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 Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Sectional Garage Door 16'- 2" Wide. APPROVAL DOCUMENT: Drawing No. 101300, titled "Double Car W8 Hurricane Pan Door", dated 02/15/95 with last revision on 12/13/06. sheets 1, 2 & 3 of 3, prepared by Clopay Building Products Co, signed and sealed by S. Hamilton, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall hear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDCPCA ", unless otherwise noted herein. RENEWAL of this VOA 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. 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 be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 37200 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 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 renews NOA # 05- 1212.02 and consists of this page, evidence page as well as the approval document mentioned above. The submitted do JUBJLCT TO COMPLIANCE WITH AL. FEDERAL STATE AND COUNTY RULES AND REGULATIONS Jc_ Oq-i19 NOA No 06- 0227.04 Expiration Date: March 26, 2011 Approval Date: January 11, 2007 Page 1 • • ••• • • • ••• •• •• • • • •. •. • • • • • • • • . • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • ••• Clopay Building Products Co. • • • • • • • • ... .▪ ... •••• • • . • .. • . • • • • • • . . • • • . • • • . • . • • •.• • • • • • • • • • •• NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. I)RAWINGS .. • • • • ••• •• • • • • • • • 1. Drawing prepared by Clopay Building Products Co., titled "Double Car W8 Hurricane Pan Door ", Drawing No. 101300, dated 02/15/95, with last revision on 12/1306, sheets 1 through 3 of 3, signed and sealed by S. Hamilton, PE. B. TESTS 1. Test report of uniform static air pressure test per PA 202 of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Clopay 16' -2" x 8' 24 ga. steel garage door Model 94 ", prepared by Hurricane Engineering & Testing Inc, report No. ATLNC 1102.01 -05, dated 011/22/05, signed and sealed by D.W. Johnson, PE. 2. Test report of uniform static air pressure test Per PA 202of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Clopay 16'-2"x 8' 24 ga. steel garage door Model 94 ", prepared by Hurricane Engineering & Testing, Inc report No ATLNC 0118.01 -06, dated 03/07/06, signed and sealed by D. W. Johnson, PE. 3. Test report of salt spray test per ASTM B117 on "3in by 5 in deep drawn steel panel" prepared by Twin City Testing Corporation report No. 30160 -04- 63365, dated 01/26/05, signed and sealed by J. D. Lee, PE. 4. Test report of Tensile Test per ASTM E 8, report No. 7KM -1086, prepared by Q.C. Metallurgical Inc, dated 11/22/05, signed and sealed by F. Grate, PE. C. CALCULATIONS 1. Calculations prepared by S. Hamilton, PE, pages 1 & 2 signed and sealed by M. W. Westerfield, PE on 05/25/06. D. STATEMENTS. 1. Code compliance letter issued by Scott Hamilton PE, dated 05/19/06, signed and sealed by S. Hamilton PE. 2. No financial interest letter issued by Scott Hamilton P, dated 05/19/06, signed and sealed by S. Hamilton PE. E. QUALITY ASSURANCE. 1. Building Code Compliance Office. E -1 Cand' . o F.fiont, PE. Senior Product Control Division NOA No 06- 0227.04 Expiration Date: March 26, 2011 Approval Date: January 11, 2007 J 4 CLOPAY MODELS 84A, 94, 98, H94 IDEAL MODELS 4F, 4RST, HOST' / HOLMES MODEL 48't / DOOR 11E1061 9'0" TO 7'0" NUMBER OF SECTIONS' 4 7'6" TO 8'9" 5 9 0" TO 10'6" 6 10'9" i0 12'0 • - SECTIONS ARE EITHER 18" OR 21" HIGH / 7 INSTALLER MODEL RETAIL MODEL DESCRIPTION 94, H94, 4RST, HOST 84A 48 WOODGRAIN TEXTURE, RAISED PANEL GALV. INTER. STILES / 98, 4F - WOODGRAIN TEXTURE, FLUSH PANEL GALV. INTER. STILES / ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. / ATTACHED W/ PATENTED TOG-L -LOC SYSTEM (TOP & BOT) / AND URETHANE ADHESIVE (ALONG CENTER). MAX. DOOR HEIGHT: 8'0" - STD. HEIGHT MODELS 12'0" - EXTENDED HEIGHT MODELS I'• -il, I1 r � I,I II . I11.�II1�1.tif'I�. i 4 i a ri A i II • n nt en n �, n nll I° '�- u ui u�u u u uW �I� �i1 /1�� �� T �y�►�I 1.inrr1u-'" T� -�I 1 '���1�1�>•y, •••••W ,,r, hI_ ,,�I�1�t,.a�l.l 7•_,i9 iir�P�r�w TV I =11-1 1 Kh _ICI_ ff ,•M,�� ',=i—t-- += +,�= _L_LL.4 4 T L_ .. A OPTIONAL OUTSIDE KEYED LOCK POSITION 5 "x2- 1/4 "a11 CA. CAM STEEL PLATE. - ONE PER C- CHANNEL. SEE VIEW "E ". • MAY nnnR WIIITH = 1F' -9" LOCATION OF OPTIONAL VENTS. AREA OF VENTS NOT A10 EXCEED 120 SO. INCHES.' END / STILE INTER. STILE OUTSIDE / HANDLE / OUTSIDE KEYED LOCK / LOCK BAR LOCK OPTION LOCK / BAR GUIDE INSIDE ELEVATIONS LOCK BAR ENGAGES IN TRACK ON / EACH SIDE , OF 0006. / 2 -1/4' #14x5/8" SHEET METAL SCREWS / SNAP LATCH ENGAGES / ONTO VERTICAL TRACK. ONE SNAP LATCH ON / EACH SIDE OF DOOR. INTER. STILE OUTSIDE KEYED HANDLE 1/4 "x3/4" SELF / TAPPING SCREWS 14 CA, END HINGES 18 GA INTFRMFDIATF HINGE / VIEW "B" VIEW "C" 1 END STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION / / 7 -1/2° 2 PACE 1 OF 3 REV DATE OCRIPT10N 8 11/18/05 - CORRECTED BRACKET MOUNT DEPICTION: PUSH -NUT FOR 2" ROLLER WAS LOCKNUT; ADDED ROLLER TIRE OPTION; REVISED JAMB ATTACHMENT TABLE; ADDED IDEAL /HOLMES BRANDS. 9 10 11 12/7/2005 12/7/2005 05/19/2006 MIN YIELD WAS 38KSI. ADDED BRACKET LOCATIONS ADDED 1 PIECE DOUBLE END STILE MIN YIELD WAS 37.2KSI; REVISED LOCK NOTE; DWG WAS (2) SHEETS; DESIGN ENGINEER WAS M. WESTERFIELD. 12 09/11/2005 UPDATED PER M —D COMMENTS 13 12/ "3/2006 REVISED MIN YIELD PER M -D COMMENTS (WAS 34.6KSI) / 1 -PC END STILE CONFIGURATION: (SEE ILLUSTRATION BELOW) 16 GA GALVANIZED 1 -PC DOUBLE END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM, (2) AT TOP INSIDE, (2) BOTTOM INSIDE, (4) ALONG '/ OUTSIDE EDGE OF 18" SECTIONS & (6) ALONG OUTSIDE EDGE OF 21" SECTIONS.' A ALTERNATE 2 -PC END STILE CONFIGURATION: (SEE ILLUSTRATION BELOW) 1 / 16 GA. GALVANIZED END 0111.ES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM [(2) AT TOP INSIDE, (2) BOTTOM INSIDE, (4) ALONG OUTSIDE EDGE OF 18" / SECTIONS & (6) ALONG OUTSIDE EDGE OF 21 SECTIONS] AND SEPARATE 18 GA. GAIN, INNER DOUBLE ENO STILES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED / TOG -L -LOC SYSTEM. / / 1 -PC END STILE CONFIGURATION (ILLUSTRATED(' (2) 12 GA. GALV. STEEL TOP ROLLER / ® BRACKETS (2 -1/2" x 5-3/8"). 16 GA. 1 -PC DOUBLE END STILE EACH BRACKET ATTACHED w /(4) #14x5/8" SHEET METAL SCREWS. wEw "C" BRACKET WITH (2) 1/4"x1/2" O , ADJUSTABLE SLIDE BOLTS VIEW °B "/ AND NUTS PER BRACKET. / A LOCK POSITION (BOTH SIDES). TWO POINT LOCKING REQUIRED. LOCKS HAVE 5/8" MIN. ENGAGEMENT. SEE ' LAYOUT OF EACH LOCK OPTION BELOW. / DOORS WITH 2" TRACK USE (2) STACKED " LHR BRACKETS (2- 1/2 "x5 "x 12 GA.) AS / \ -INNER BOTTOM BRACKET ATTACHED WITH (2) 1/4'x3/4" SELF TAPPING SCREWS. 1 ADOORS WITH 3" TRACK USE USE (1) 3 -IN / ROLLER CARRIER (1- 1/8 "x2 -1/4" x 12 GA.) AS INNER BOTTOM BRACKET ATTACHED ' WITH (2) 1/4 "x3/4" SELF TAPPING SCREWS. SHIP LAP JOINTS SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH / SIDE OF DOOR. INSIDE SLIDE BOLT LOCK • 24 GA (0.0239° MIN. THICK) DOS STEEL (MIN. YIELD STRENGTH: 37.2 K51) EXTERIOR SKIN WITH 0 -40 GALVANIZING, BAKED -0N ' © ®® APPLIED TO BOTH SIDES OF POLYESTER SKIN. P (4574 No. A653). DESIGN' ENGINEER SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 63286 / DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. 1-- 2° THICK 12 GA. GALV. STEEL TOP ROLLER ' BRACKET. SEE INSIDE ELEVATION FOR FASTENER DETAILS. A / ALTERNATE 2 -PC END STILE CONFIGURATION (ILLUSTRATED) / 16 GA END STILE / 18 GA. INNER DOUBLE END STILE AT THE LOCATIONS NOTED ON / INSIDE ELEVATION, ATTACH THE 6 "x2- 1/4 "e12 GA. STEEL PLATE TO THE UNDERSIDE OF THE THE C- CHANNEL WITH (4) 1/4 "x3/4 °' SELF TAPPING SCREWS. / / 6 "x2 -1/4 "x12 GA. GALV. STEEL PLATE. ONE PER C- CHANNEL. SEE VIEW "E ". ✓ 14 CJ. GAIN. ROLLER HINGE. EACH HINGE / FASTENED TO END STILES w /(4) #14x5/8" SHEET METAL AND (4) 1/4'x3/4° SELF J TAPPING SCREWS. SEE VIEW "B ". • • •••• • 6" 0 IANNEL • • • • • • • laialaalli�• • XL. '111114 c • •• • • r••• • Ew "E" ••••• / •• • • j-•- 6" • • • •• • . L•• •„ - 2 -1}(2" • • _• • • . ,4 7 ipg• PKP,) • • 'IEW "D" - •••• • • 6iALL •• CfCHANNEL 1: G4, •"•• GALV. STEEL •• • • ONE 6" TALL C- CHANNEL PER DOOR SECTION. (SEE VIEW "07 C- CHANNEL ATTACHED AT EACH STILE LOCATION WITH (1) 1/4 "x3/4" SELF TAPPING SCREW. i • • • ••••U • • • • • • • 1 -1/4" WIDE x 16 GA. GAIN. STRAP. (7) PER DOOR SECTION. OPTIONAL: (8) STRAPS ON 2ND / (LOCK) SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4 "x3/4" SELF 1 TAPPING SCREWS (TWO SCREWS TO DOOR, ONE SCREW TO C- CHANNEL). ; ?' „ ";';aEp ^ „ysa3 12 CA. GALV. STEEL BOTTOM BRACKET (3 -1/2' x 5 -1/2 °) ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. / A ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A 1510E VIEW) / llI Building Products Company 4 3 TOLERANCES Unless Slated Otherwise .00 = 6.03 .000 = x.015 .0000 = 6.007 Degrees = ±1 /2' CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 2 SCALE NOTED DAT 2/15/95 PAGE: 1 OF 3 SIZE 16'2"W x 12b"H D YN BY, MWW DESCRIPTION, DOUBLE CAR W8 HURRICANE PAN DOOR CHOCKED BT. SH BRAVING NUMBC 101300 VER. MD 1 CLOPAY MODELS 84A, 94, 98, H94 A ' PAGE 2 OF 3 REV Are DESG4IPTION 73 SEE REVISION HISTORY ON SHEET ONE IDEAL MODELS 4F, 4RST, H4STA ' ✓ HOLMES MODEL 481' - TRAC,C A\D JAVB CO \FIGURATION TRACK CONFIGURATION: DOORS UP TO 8'0" HIGH / T -N•. 1 H I Mel 48 84A, 94, 98, 4RST, 4F / • TRACK CONFIGURATION: DOORS 8'3" TO 12'0" HIGH / EXTENDED HEIGHT MODELS H94, H4ST, 98, 4FA/ A / HORIZONTAL ANGLE ATTACHED WITH (t) 3/8' % 3/4' CARRIAGE TO FLAG BRACKET / BOLT. A / CENTER HANG REQUIRED DOORS OVER 8' HIGH. FOR / HORIZONTAL TRACK! HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT), © / t -1/2` % i -1 2' HORIZONTAL ANGLE. 2" / , INaRQONTAL ANGLE. � TRACK FASTENED TO ANGLE ' WITH 1/4" RIVETS AT 24" / MAIL. O.C. sPACwG. • ' _ - : ....... I ORIZONTAL ANGLE ATTACHED TO FLAG BRACKET t41TH (t) } /8` % 3/4' CARRIAGE BOLT. f / MSAL (T'0050UR).7 L/. TAPERED STEEL TRACK AND ANGLE. TRACK ESS: 0.101 ". ANGLE THICKNESS: 0.080 ". / AN OPTION / /K LOW HEADROOS AVAILABLE AS t 13 GA. GN.V. STEEL FLAG BRACKET. / f J, HORIZONTAL TPACK ARACHED TO VERBCAL TRACKS '� WITH (2) t /d' X 3/4" BOLA AND NUTS. / vi lfi`(7'6 "H & B•D"N DOORS ONLY) VERTICAL / HORZONTAL TRACK JUNCTION. TWD 1/4" BOLTS & NUTS FOR EACH TRACK, ' 14' MAXIMUM SPACING / z U S pp 00 a 'X. 13 / = V z O FROM TO TRACK JUNC , SLOT TO TRACK JUNCTION. Q HORIZONTAL ANGLE. 3' / SECTION VIEW OF TRACK ' AND HORIZONTAL ANGLE. TRACK TRACK FASTENEDD$TO ANGLE' MARX. 1OZ. .7G. T :4 • • - u 'I,• 2 no 1 ' ADDITIONAL MOUNTING SLOTS . '1 1 / 2' GALL/. STEEL TRACK, • '1 BS" TRACK THICKNESS: 5011.0&3 "• �R 'L` / SPACED AT 12" CENTERS. 0004 HEIGHT VERTICAL TRACK LENGTH / / HEIGHT _6' 70`. . -t2" ON CENTER ! 9' -Q' 95 W 4- •' 76 82 10' -0" 108: 12' -0' 132 I L_)• I1� f 46 pp I .66.0��6n.C���6� 34' NE. 8" TRACK BOLT AND NUT AT ' EACH MOUNTING SLOT LOCATION. 66 !� M ttP. 2 -t /2•x12 GA GALL/. STEER. TRACK BRACNETS. I, (7 TRACK 86015 PER SIDE FOR DOORS 7'3• TO 8'0' 8404). • 1I2d' (6 TRACK 66075 PER SIDE FOR DOORS UP TO 7'0" HIGM). p{ h 3 -1 /2`A / • 01141• • • • • • I' I�I�TiIW' • • • 22' •II•••• •• • ••1 ' ONE 5 /16' x 1 -�/$ SCREW SPACED AT THE SAME / DISTANCES AS Tfi Ttliti tI'S (I.E. 3 -1/2', (P0'. 22", 34 ", "' '10/ 1 46 ", ETC.). A001110 SCREWS LOCALE AT 1E " X28 ".& � a 40" FROM 80TTOy{, 0 LAG SCREWS &AI 0 • 3 -1/2" VERTICAL/HORZO 0 % NCTION. 7 • • • • • + • • • • .... • ....... •• • •• JAMB CONFIGURATION: DOORS UP TO 8'0" HIGH / 94, 98, 4RST, 4F / STANDARD HEIGHT MODELS 48 84A, ••• • • •• • JAMB CONFIGURATION: DOORS 8'3' TO 12.0" HIGH y • t0LNNf f14117 SWEI8 • • EXTENDED HEIGHT MODELS H94, H45T,98, 4 425�.0+3ta . ... A • • • • • - •••11F.. o 6•i ! 1" DOOR OVERLAP (EACH SIDE) _ Q 7 A2 -1/2 MIN / STOP MOULDING BY DOOR INSTALLER (TO SUIT). / / 1• DOOR OVERLAP (EACH SIDE) •.. rr+7rZ17 • • • . rT-' • • • • • lc - ;- O .N :i (.+:.1TT1u • • • /27'xi 1- • • • STOP MOULDING BY DOOR INSTALLER (TO SUIT), •• 16 GA. GALM. 1 -PC DOUBLE STEEL END STILE OR ALTERNA!E -PC ' / CONFIGURATION, SEE SHEET ONE)Q ' 246 SYP 4000 JAMB. SEE "JAMB PREPARATION NOTE" ON ryY 6'�flr.,,'B SHEEP THREE. ./ �=4 - ■■■ 16 GA. GALM, 1 -PC DOUBLE STEEL ENO STILE (OR ALTERNATE 2 -PC CONF1GURATION, SEE SHEET ONE)A+ ill_ A 20 GA. GAM STEEL INTER- STILE. (1) INTER.' �I�; `f Q / A2 -1/2" MIND 2x6 SYP W000 JAMB- SEE 'JAMB PREPARATION NOTE' ON Qd. �`O LA a/ j 2- 2'x12 GA GALL/. STEEL TRACK) BRACKETS FASTENED TO WOOD STILE BETWEEN EACH EMBOSS SEE INSIDE / ( _��� ELEVATION ON SHEET ONE). ODORS 15.2' WIDE ! �� HAVE (7) INTER. STILES PER SECTION. SHEET THREE. /��� ,-���1 / /: 1 -5/8' 2 -3/6" MIN. x 0.080' TAPERED. ANGLE. SEE LAG BOLT MOUNTING AT TRACK A_ 20 GA GALL/. STEEL INTER, STILE. (I) A INTER. STILE BETWEEN EACH EMBOSS ' _��FM (SEE INSIDE ELEVATION ON SHEET ONE).• DOORS 16'2' WIDE HAVE (7) INTER. • - ---1"="11:1=1_1., A O�II STILES PER SECTION. • Iu_gTp`If,; A limit JAMB 611TH 5 /16'41 -5/8' LAG / 18 GA. GALV. STEEL CENTER HINGE ✓ / SCREWS NOT TO EXCEED 14" O.C. 7/16" I.D. ROUND FASTENED TO INTER STILES W /(4) EACH MIN. OF (9) LAG SCREWS REQUIRED. / PUSH NUT ./ 81445/8" SHEET METAL SCREWS. / . Fpp5577PpNEp 2" GALL/. STEEL TRACK FASTENED TO 12 '/ 14 GA. GALT�. STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH 814x5/8• GA. GALL. STEEL TRACK BRACKETS. TRACK • SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE. / ATTACHED TO EACH BRACKET WITH TWO , i 1/4" DA. RIVETS. A / 2 1D BALL LONG STEM STEEL. ROLLER WITH STEEL OR NYLON TIRE. ! CONFIGURATION. 18 GA GALM. STEEL CENTER HINGE ' 7/15" LD. ROUND ' FASTENED TO INTER. STILES W /(4) EACH ' 1 PUSH NUT / 81445/8" SHEET METAL SCREWS. 4. FASTENER, 0.101" THICK 3" GALV. STEEL TRACK FASTENED 14 G4. GALL/. 0ILLL ROLLER HINGES FASTENED TO END • TO TAPERED ANGLE. TRACK ATTACHED TO ST6.ES W /(4) EACH 81445/8" SHEET METAL SCREWS TAPERED ANGLE WITH ONE 1 /4`x5/6" BOLT & / AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE,/ NUT AT EACH MOUNTING SLOT. 3' DIA. 8 -1/2' LONG STEM BALL BEARING STEEL ROLLER. / TOLERANCES .00 7.03 Uwss slam Ttnm.xe .coo 4.007 .0000 = t -007 Degrees t1 /T CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 nAL-E• NOTED PAGE' 2 OF 3 DESCRIPTION. lax. SIZE 16'211/ x 12'0'H © �4- WC. DESIGN EN IN E i � III 1!!� RATE• 2/15/95 DRAWN V. MYNJ CHECKED 6Y• SH SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 63285 DESIGN LOADS: t46.8 P.S.F. & -52.0 P.S.F. Building Products Company LOm C)n DOUBLE CAR W8 HURRICANE PAN DOOR B DRAWING NUNl1ER• 101300 vFJL MD 4 3 • • •• • •••• • •••• • •• • • ••• •••• •• • T3••• •••• • A 4 CLOPAY MODELS 84A, 94, 98, H94 A IDEAL MODELS 4F, 4RST, H4ST / HOLMES MODEL 48 A / 3 JAMB ATTAC M 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT: NOTES 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2,6 VERTICAL SYP (GRADE /2 OR BETTER) JAMES. NO LOAD FROM THE DOOR 15 TRANSFERRED 40 THE HORIZONTAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED T0, 8E) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. "' 3) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF .,+372.13 LB & —416 LB. PER LINEAR FOOT OF JAMB. ✓ A1 4) A 1/3 STRESS INCREASE FOR WIND LOAD WAS NQZ USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS / FOR STEEL, CONCRETE AND MASONRY. / MA 1/2 MA HORIZONTAL JAMB I 4 \T 2 PAGE 3 OF 3 1 EV 04 DESCRIPTI 13 SEE REVISION HISTORY ON SHEET ONE A \3 SUPPORTI \C STRUCTURE ✓ WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 24 PRESSURE TREATED GRADE #2 OR BETTER W000 STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN • BENDING (F.) FOR DOORS UP TO 8'D" 1-1101-1 AND NOT LESS THAN (4) 2,5 PRESSURE TREATED GRADE B2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 P51 NOMINAL EXTREME FIBER STRESS IN / BENDING (F.) FOR DOORS 8'3' TO 12'0" HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE SEAMS ✓ AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. / BLOCK WALL OR CONCRETE ' 2,6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK / WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED W1TH j5 BAR EXTENDING INTO THE ✓ • • • • FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING •ER / • BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMN9•TO BE *SIGNED BY / • • • • BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH THE FLORIDA ■lILOIN• GONE. ✓ •• • • ••• • • • •• • JAMB PREPARATION NOT Er / • THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESS %!14 O 2x6 WOOD / • JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN / ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS L15TE0 ON THIS 11111A4•CO PREPARATION allF• • • JAM85 BY OTHERS. LL ER ✓ • • • • A MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS. AND ALL OTH 000R / • • • • HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIES SYSTEM UNLESS OTHERWISE NOTED. / • • •• •• • • • • • 2x6 JAMB TO SUPPORTING STRUCTURE MINIMUM FASTENER REQUIREMENTS • • (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS OR ANGLE TO 2,6 VERTICAL. JAMBS OR SUPPORTING STRUFiURE) • 6 •• • • • • •• • • •••• • • •••• • • •••• / BUILDING TYPE FASTENER TYPE (NU LOADD HKOM DOOR) "— BETWEEN FASTENERS 6 -1/4" , C -90 BLOCK (HOLLOW OR GROUTED) 1/4" x 3' (1 -1/4" EMBED) 1TW TAPCDN CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) / 3,..0 P51 MIN. CONCRETE 7 FASTENER f X. O.C. 1" 0.D. ' / 1 2" x 4" 2 -174" EMBED) ITW RED HEAD TRUDOLT WEDGE ANCHOR (2" MIN. EDGE DISTANCE) ' 24" • INCLUDED" 2x6 VERTICAL JAMB --N: 1/2" x 4 1 -5//8 EMBED LAG SCREW (ASTM A307, GRADE A) (2 -1/2' MIN. EDGE DISTANCE) ' 14 ' D 1" 0.13. is 3/8" x 5" 1 -3T4" EMBED) WEJ —IT SLEEVE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) • 14" " INCLUDED X. O.C. 4 \T 2 PAGE 3 OF 3 1 EV 04 DESCRIPTI 13 SEE REVISION HISTORY ON SHEET ONE A \3 SUPPORTI \C STRUCTURE ✓ WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 24 PRESSURE TREATED GRADE #2 OR BETTER W000 STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN • BENDING (F.) FOR DOORS UP TO 8'D" 1-1101-1 AND NOT LESS THAN (4) 2,5 PRESSURE TREATED GRADE B2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 P51 NOMINAL EXTREME FIBER STRESS IN / BENDING (F.) FOR DOORS 8'3' TO 12'0" HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE SEAMS ✓ AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. / BLOCK WALL OR CONCRETE ' 2,6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK / WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED W1TH j5 BAR EXTENDING INTO THE ✓ • • • • FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING •ER / • BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMN9•TO BE *SIGNED BY / • • • • BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH THE FLORIDA ■lILOIN• GONE. ✓ •• • • ••• • • • •• • JAMB PREPARATION NOT Er / • THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESS %!14 O 2x6 WOOD / • JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN / ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS L15TE0 ON THIS 11111A4•CO PREPARATION allF• • • JAM85 BY OTHERS. LL ER ✓ • • • • A MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS. AND ALL OTH 000R / • • • • HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIES SYSTEM UNLESS OTHERWISE NOTED. / • • •• •• • • • • • 2x6 JAMB TO SUPPORTING STRUCTURE MINIMUM FASTENER REQUIREMENTS • • (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS OR ANGLE TO 2,6 VERTICAL. JAMBS OR SUPPORTING STRUFiURE) • 6 •• • • • • •• • • •••• • • •••• • • •••• / BUILDING TYPE FASTENER TYPE • •L*IMUM• ON CENTER DISTANCE STEEL WASHERS REQUIRED? 1" 0.0. ' BETWEEN FASTENERS 6 -1/4" , C -90 BLOCK (HOLLOW OR GROUTED) 1/4" x 3' (1 -1/4" EMBED) 1TW TAPCDN CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) / 3,..0 P51 MIN. CONCRETE 1/4' x 4' (1 -3/4" EMBED) I1W TAPCDN CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) ' 18" • 1" 0.D. ' 3,'.. PSI MIN. CONCRETE 1 2" x 4" 2 -174" EMBED) ITW RED HEAD TRUDOLT WEDGE ANCHOR (2" MIN. EDGE DISTANCE) ' 24" • INCLUDED" WOOD FRAME (5YP 0.55 SG) 1/2" x 4 1 -5//8 EMBED LAG SCREW (ASTM A307, GRADE A) (2 -1/2' MIN. EDGE DISTANCE) ' 14 ' D 1" 0.13. ,000 PSI MIN. CONCRETE 3/8" x 5" 1 -3T4" EMBED) WEJ —IT SLEEVE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) • 14" " INCLUDED CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. ® Ei7/4 D GN ENGINEEIIIjjj SCOTT HAMILTON, P.E. FLORIDA UCENSE No. 63286 DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. 3 FIRST ANCHOR /SCREW STARTING FROM BOTTOM AT NO MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE. / D C • • • • I•••• • • a • •W• • • • .••• • S • • • • B • • A Pall Building Products Company TOLERANCES Oak® saw otherwise AO s.03 .000 1.015 .0000 = 1.007 Degrees s1/2' CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON. 01110 45040 (513) 770 -4800 2 SCALE. NOTED 5410. 2/15/95 30F3 S12 16'2 "W x 12'0'H DRAVN 881 MWW DE054(PTION. DOUBLE CAR W8 HURRICANE PAN DOOR CNECXED 8Y, SH 4V1NG MM5E4 101300 1 VER, MD •