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RC-07-605Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/23/2007 Inspector: Grande, Claudio Owner: RHEAULT, MICHEL Job Address: 115 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SUNCOAST Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Block: Phone Number Parcel Number 1132060132870 Lot: Phone: (305)436 -9294 Building Department Comments REPLACING GARAGE OVERHEAD DOOR APR 2 4 2007 Passed 'Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, April 18, 2007 Page 1 of 2 CAA -•A o a')4•.21colt, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address / / .S City 1 4's! 4/ni 11 42, 5 Ste GEAR 2 6 2007 Permit No. e001-00 Master Permit No. Electrical Plumbing Mechanical Roofmg g�- Zip 3 S / J G -°t- E/16/94 L)` Phone # 5c 5" Tenant/Lessee Name Phone # 73-,g -6/ 0 6 Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # E. of Sr .L7-- County . Miami -Dade Zip 3 3 / 3,6 Is Building Historically Designated YES NO V- Contractor's Company Name S uF ic® 'r I s-o s' ki?t&. )4P°ffone # Contractor's Address 't:1- Sit, W ‘712C- -e- - -)6g -434— City lA,a -, State P-L Zip 3-a 1 1 C Qualifier Name ,oZ LAr 5 A. S9 e, Phone # 9 /'6 — 5'1 /-- 4 et C - P State Certificate or Registration No. c. Cr C 1 c 11® 13 Certificate of Competency No. c Cc 132"4-904 Architect/Engineer's Name (if applicable) Phone # alue of Work For this Permit $ !') egos Type of Work: ['Addition ['Alteration ork 'CIN 24 Square / Linear Footage Of Work: ❑New 9V [Repair/Replace c22 ❑ Demolition /G ********** * * * * * * * * * * * * ** * * * * * * *** ** * * *Fe. * * * * *: * * * * *** * ** * * * * **** * * *** * * * * *,r ** ** Submittal Fee $ Permit Fee $ / / CCF $ (CO t CO /CC Notary $ Training/Education Fee $ • 20 Technology Fee $ '2 • S , Scanning $ b- Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Structural Review. Double Fee $ Total Fee Now Due $ 10- J See Reverse side' - MA 3 0 2007 LOA 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 AFr'IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructxfian`.= ntt zb ling. "WARNING TO OWNER: YOUR L URE 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 inspec .n which occurs s' en ) days after the building permit is issued. In the absence of such posted notice, the inspection will n. . e ap. ov • and coon fee will be charged. Signature Owner or gent The foregoing instrument was acknowledged before me this /m2 day of F&RIAXI 20 0?-, by PI lce t. #TMT /fi/ A AULf, who is personally known to or who has produced ,Z /2)L R g/3O3 6 Z 3O /-0As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: f�'® My Commission Expires: ®ao�ao aNIOSS ULEE Comm# DD0521773 awes • 9 ended thru (800)432.425.d FiEi.a.' otary Assn. Inc cws.... . a n ......................a..... Signatur Con 1 . ctor The foregoing instrument was acknowledged before me this day of abil..Met , 2t 1,' by who is personally known to me or who' has produced itver U Zas identification and who did take an oath. NOTARY PUBLIC Si • P My Commission JOSELINNE MORETA Notary. Publi . State of Florida My Commission Expires APrg.. pf _ commission # DD 933 By National , +: Aso. Expires: ******************************************************** * * ******* * * * * **** * * * * * * **** * *** **��9* ** **** * *** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner ' Engineer Zoning Description ofWisdew Product f'eadnet T"Ii:a" r s+ � " Min PSF ) PSF ) PS' (- -) PSF 111111111.11011111111.11 iisw �w.� t �� ..:. IIIIIIIIIIIIIIIIIIIIEMMEI �� i A kS IIIIMINNINIMIIIIIINNIIIIMMIM 11111.1111111 111011111111111011111111=11111111111102 I 11111101115111111111111.1111111 IIIIMIRMINIMINIMINamou mom mumiontrIMMEN .,-.7F.1'sws�e,[p_m/1� strossigi_ IIIIM �a iiIY � �-"L Ewa. UMW 111111111.111111111111.1111151MINEFIMMOM1111 ei •••• NM 1111111111111.111011M= - NM 1111110111•111111MMINIIIIIIIIIMMIINHEINIIIIMMIINIIIII=MIHEMill 21"11111111=11111"161.=111111111:1112"111111"Minklia-- • • '~ 'elj4'2 3., �L E 'b `t •5 � r. _ 7 'nrt .,,,r. .. T� x . ... 4's�rn ,u R +�«.,°�' ' "?•+r ... nsl' .':•;•. �.. - .. __ ••44♦ • 4'4 •.� :fir_' viii rri '+F,yn'r�fl : r1 LL a F.P. ACCORDING TO THE PLAT THEREOF 10' ASPHALT PAVEMENT , OF THE PUBLIC RECORDS OF . ' suer (ROO ASPWLT P/VEWir GT47Z 46r D4®,e. to 13g- 1e&Pt.4c61", 1 9.30' ASPHALT PAVEMENT NEMO OF LOT r ASPHALT DRIVEWAY 22.5' PARKWAY .. ... • • • • • .. • • • . . -- .-. • .. ... .. • • • .. 20' ASPHALT PAVEMENT . * • N.E. 94th tTREET. (75' TOTAL R/W) S u rYey • •.r. • 0 1.1 V.11- 51-� . •.• Mi. 7i S771(9. 4 As, PL 33138 0.0 • • • • ... • • • ••••• • • • • 000 • • • • • ••••• • • ••• • 00 00 • • • *0 .. 000 • • • ... • 0 w N E MIAMIO.td►DE COUNTY BUILDING CODE COMPLIANCE PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUB:DING FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOTICE OF ACCEPT DAB DOORS INC. 12195 NW 98th Ave. Hialeah Gardens, FL 33018 SUBJECT TO STATE AND COUNTY RULES AND REGULATIONS SCOPE: This NOA is being issued under the *applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee ( BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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 Residential Garage Door 16' Wide. APPROVAL DOCUMENT: Drawing No.98 -05,•Sheets 1 tbrough 4 of 4, titled "Sectional Residential Garage Door," dated 02/23/98, with last revision on 05/20/05, prepared by Al-Parooq Corporation, signed and sealed by H. Parooq, PE. bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stare and following statement? "Miami -Dade County Product Control Approved or MDPCA ", unless otherwise noted herein. 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. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panel 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 1Vriami -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 specimens were selected from coils at the manufacturer production facilities, and a notarized statement from the manufacturer that only coils with yield strength of 39,000 psi or more shall be used to make panels for Miami 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 consists of this page, f vide nce page as well as approval document mentioned The submitted documentation v'as reviawad bysan4I . s. •r'ont PE. . G7A. /Io,� • •• • • • -i • • • • •• ••• •• MAR 2 `7 2061: E , • ••• • • •• ••• • • • • • ••• • • • • • • • • • • • • ••• • • • • • • •• • ••• • • • • • • •• •• •• • • • • ••• • • • ••• • • • • • • • • • • •••• • •• •• • • • • • • • • • • • ••• •. •• 17.02 i'atYtlt±t attee# July 2010 Approval Date: July 21, 2005 Page 1 DAB DOORS INC. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawing prepared by Al- Farooq Corporation titled "Sectional Residential Garage Door ", Drawing No. 98 -05, dated 02/23/98 with latest revision on 05/20/05 Sheets 1 through 4 of 4 signed and sealed by H. Farooq, PE. 1. TEST Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential:Door with Windows" prepared by Hurricane Engineering & Testing Inc. Report No. HETI 03 -1328 dated 07/15/03, signed and sealed by R. E. Droz -Seda, PE. 2. Test Reportton Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by.Hurricane Engineering & Testing Inc., report No. HETI 03 -1329, dated 07/15/03 signed and sealed by R. E. Droz -Seda PE. 3. Test Report on Tensile Test per ASTM E -8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, report No. HETI 03 -T078 dated 10/31/03, signed and sealed by R. E. Droz -Seda PE. 1. CALCULATIONS Anchor calculations, prepared by A1- Farooq Corporation on 05/10/01, Sheets 1 through 4 signed and sealed by H. Farooq, PE. D MATERIAL CERTII'1CATION 1. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material" prepared by Hurricane Engineering & Testing, Inc Report No. HETI 04 -A002, dated 09/27/04 signed and sealed by R. E. Droz -Seda PE. 2. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material" prepared by Hurricane Engineering & Testing Inc. Report No. HETI 04 -T251 dated 11/29/04 signed and sealed L Ghia PE. 3. Test Report on Self - Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material" prepared by ETC Laboratories Report No. 04-761- 15019.0 dated 05/06/04 signed and sealed by J. L. Doldan PE. E STATEMENTS 1. Letter of Code compliance prepared by Al- Farooq Corporation, dated 01/25/05, Signed and sealed by H. Farooq, PE. 2. Letter of No finmcjglii}terest prepared by A1- Farooq Corporation, dated 01/25 /05, signed and sealed by 2; Faro044n ar4ngtgnzed by V. Bencid. • • •• • • • •• • • • • • ••• • •• • • • • • • • • • • • • • • • • •• • • •• ••• ... • • •• • • • • • • • • •. • • • • • • • • ••• 0 •.• • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • .•. •. •• • • • • •• •• • • • ••• • • E -1 Candido F. ont PE. Sr. Product Control Examiner NOA No 05- 0217.02 Expiration Date: July 21, 2010 Approval Date: July 21, 2005 z 0 CO I• 7 -1/2" X 3" X .071" GALV. 51 tLL END ROLLER HINGE W/ (6) #14 X 5/8" SMS 7 -1/2" X 3" X .071" GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS .- LOCK 2/ DOOR PUSH NUT OC9 O 1 "WX.15THK. LATCH SPRING LOADED SUDE BOLT LOCK (130TH SIDES) FASTENED w/ (4) #14 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO FBC 1012 REGARDING GARAGE DOORS .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 7 "X3 "X0.1" STEEL PLATE WITH (4) #14. X 3/4" SELF DRIWNG SCREWS TOP FIXTURE 5 -1/2" X 2 -3/4" X 0.1" STEEL PLATE WITH ONE 5/16 -18 MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILES SEE SCH. 'A' OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE II I. f wl - -• _(vlr�ry v ry LLI•�(Ai �� .Iii. i'REMENI v' pi IWE''i1WIIiiIWI1iII Ii o, �tii l� i A F S 0 W 0 O o wo o o o o0 o o Lg • BRACKET STD UFT DOOR DOOR HEIGHT CONSISTS OF # OF CENTER STILES 6' -6" 2 2 SECTIONS 18" 2 SECTIONS 21" 12' -0" TO 13' -10" 6' -9" 14' -0" TO 15' -10" 1 SECTION 18" 3 SECTIONS 21" 5 7' 4 SECTIONS 21 " - 7'-3" - - 7' -6" 5 SECTIONS 18" - 7'-9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" 8' -3" 2 SECTIONS 18" 3 SECTIONS 21" 8' -6" 1 SECTION 18" 4 SECTIONS 21" 8' -9" 5 SECTIONS 21" - 9' 6 SECTIONS 18" - 9' -3' 5 SECTIONS 18 ".1 SECTION 21" 9' -6" • 4 SECTIONS 18" 2 SECTIONS 21 " 9' -9" 3 SECTIONS 18" 3 SECTIONS 21' 10' • 2 SECTIONS 18" 4 SECTIONS 21" 10' -3" 1 SECTION 18" 5 SECTIONS 21" 10' -6" 6 SECTIONS 21" - 10' -9" 6 SECTIONS 18" 1 SECTION 21" • 11' 5 SECTIONS 18" 2 SECTIONS 21" 11' -3" 4 SECTIONS 18" 3 SECTIONS 21 " 11' -6" 3 SECTIONS 18' 4 SECTIONS 21" 11' -9" 2 SECTIONS 18° 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21" 12' -3" 7 SECTIONS 21" - • • • • • • • 12' -6" 6 SECTIONS 18" 2'SECTION/ 21% 3 SEETI013S 23" 4 •SkCTIOTIg 21. ' 12' -9" 5 SECTIONS 18" 13' 4 SECTIONS 18" 13' -3" 3 SECTIONS 18" 5 SECTIONS 21" 13' -6" 2 SECTIONS 18 ". 6.SECj1ONS 21; 7 *SECTIONS 211 u 13' -9" 1 SECTION 18" 14' 8 SECTIONS 21° • • • • ••4 • 14' -3" 6 SECTIONS 181 J •S f10NS 2,1::'' 14' -6" 5 SECTIONS 18" 4 SECTIONS 21" 14' -9" 4 SECTIONS 18" 5 SECTIONS 21" 15' 3 SECTIONS 18" 60 VICTIMS a1 "• 15' -3' 2 SECTIONS 18" 7 SECTIONS 21 15' -6" 1 SECTION 18" 8 ,:ECTUPS.11 ", -• • • • • 15' -9" 9 SECTIONS 21" 16' . 6 SECTIONS 18" 4 SECTIONS 21" BRACKET LOW HEADROOM DOOR OPTION c 7 -7/8° X 3 -1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS CENTER STILE OUTSIDE HANDLE END STILE. OPTIONAL VENTS (3) 5" WIDE AT 7" O.C. MAX. OPNG. AREA NOT TO EXCEED 120 FQ. IN. LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LACK LOCK BAR LOCKING SHOWN • • • • •• • • ••• • • • • • • • • • •• ••• •' • • • • • • • • • • • • • • • • • • • • ••• • • ••• • • •• • • • • • • ••• • • • • • • • • • •• •• • • 8' -0" TO 9' -0" DOOR WIDTHS. h•11ii IMO 9' -1 ° TO 11 -10" DOOR WIDTHS *11 Veil -f 12' -0" TO 13' -10° DOOR WIDTHS OPTIONAL FLUSH FACE WOOD GRAIN DESIGN INSIDE ELEVATION. RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT SCHEDULE 'A' CENTER STILES CONFIGURATION DOOR WIDTHS # OF CENTER STILES 8' -O" TO s' -o" 2 9' -1" TO 11' -10" 2 12' -0" TO 13' -10" 3 14' -0" TO 15' -10" 4 15' -11" TO 16' -2" 5 •1 i►•11+I 1►i 14' -0" TO 15' -10" DOOR WIDTHS IMO )1 111*1 DAB DOOR MODEL 824 , MAX. SIZE 16' -2" WIDE X 16' -0" HIGH 24 GA. ROLL FORMED STEEL DESIGN PRESSURE RATING = + 48.0 PSF — 52.0 PSF GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4. ANCHORING OR LOADING COM1iTIeiNS N0 SNOWM IN THIPE DETAILS ARE NOT PART OF 111S APPRO yAL s • • • • • • • • • 5. A 33% INCREASE IN ALLOWAl114•S13T1 S 16 III •L'IESIdld OF WOOD ANCHORS ONLY. 15' -11" TO 16' -2' DOOR WIDTHS • • • • • • • • • • • • • • • • • • • • • •• • • • •• ' A'!o � 9s complying with the D 0 • • • • ••• l 00 c9 rn co O o CO 0 1.1 Li PO LL U z F- - z cold O z0 L0 QN= 05) 556 — 6624 c r-. _ v c c 0 a 0 0) 0 0 0 z F 5 0 rn BCCO COMMENTS 0 v 0 w 0 0 0, 0 N 0 0 N 0 0 .c m U s 02 -23 -98 t 0 dr. by: HAMID ) drawing no. 98 -05 (._L... _.a 4 ..I A 24 GA. STEEL PANEL- 16 GA. X 2 -1/4" X 3/4° X 2" GALV. SILkL U.BAR REINFORCING TRUSS O TOP OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO /14 X 5/8" S.M.S. AND TO END STILE W/ FOUR #14 X 3/4" SELF DRILUNG S. FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 0 4" 0.C. rn (? t0 • z w I CI N O F- N 1400 r° Ian. to 0o co tal 16 GA. X 2 -1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO i 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELS DRIWNG SCR. .055" X 2 -1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS O BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO. #14 X 5/8" S.M.S. AND TO END STILE W/ FOUR #14 X 3/4" SELF DRIWNG S. 16 GA. X 2 -1/4" X 3/4"x 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8' S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4° SELF DRIWNQ SCR. n 0 0 ' oo co l N to O IT! to rx• w r) 1/2- X 1 -3/4" X 16 GA. OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL 3/16" POP RIVETS AT 4" O.C. (6) FOR 21" STILES (5) FOR 18" STILES BOTTOM SEAL .058 ALUM PLATE WTTH 1/8" X 1" S.M.S. 0 48" 0.C. AND RUBBER WEATHERSTRIPPING 1ST SECTION (BOTTOM) REINFORCING OPTIONAL STOP MOULDING BY DOOR I■ST STEEL TRACK BRACKET FASTENED TO WOOD JAMB WTTH 5/16" X 1 -5/8" LAG SCREW HEX WASHER HEAD TYPE A SOUTHERN PINE 0.55 S.t -END STILE .024» STL. PANEL #14 X 5/8" SMS 6 PER HINGE INTERMEDIATE SECTIONS REINFORCING 1/2- X 1 -3/4" X .058" FORMED STEEL - GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS 1 -7/8" X 2 -5/8" X .049' STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS # 14 X 5/8" S.M.S. 4/ HINGE • e/ POP RIVETS TOP SECT ON REINFORCING OUTSIDE OF 000 3/4" X 2' X 2 -1/2" X .049° STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE 3' MIN. r EDGE DISTANCE 1 -3/8' I •• • • 2" X 2 -3/16" X 3 -1/2" X .a5" STEEL TRACK BRACKETS —� SEE SHEET 3 FOR SPACING • • • 2 -1/8" X 1" X !t' • GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4 -20 X 5/8" TRUSS 1413! SLOTTED M.S. & LOCK NW • • • '..• • ••• • • • .•• : : 7/4" PUSHNUT : • • • : II T1,LLQ) c`L ntLER SHAFT •.• • • • ••• • • 7 -1/2' X .050" GALV. STEEL CENTER HINGE INTERIOR SIDE SECTION B —B 7 -1/2" X .071" END ROLLER HINGE 1.82" DIA. X .50" STEEL ROLLERS W/ .44 DIA. X 5" STEM SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA, HOLES IN CENTER STILE POSil7ONEQ AT EYE LEVEL 3/8" DIA. POWERS WEDGE BOLT ANC r • . . 3-1/2' MK EMBED INTO GROLIf BLOCK• • 2' MIN. EMBED INTO CONC. (3N141,101.). • • 1 PER BRACKET 1/4 -20 SS BOLT & NUT • • • • • • • •• • •. • •• ••• •• • • • • •• • • • loss •• sloe • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • •• ••• Approved Ids Florida .. •a a ,s C_ O O w Q C_' J Q H M w in w —J 0 Ul 1— U w t 0 0 n U •7 0 0 W 0 BCCO COMMENTS a D ., 0 0 .0 0 N 0 0 N 0 o 0 O drawing no. 98 -05 r 0 „f .& 2" POP RIVETS 14 GA. GALV. Slut ADJUSTABLE SUDE FASTENED TO BRACKET W/ 5/16 -18 X 3/4" HEX HEAD M. SCREWS & NUTS. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 2 -3/4" X 5 -1/2" X 3" X .104" GALV. S {ttL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.M.S. 2" X 5 -1/2" X .104" STANDARD UFT DOORS GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROU.ER BRACKET FOR • LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET 2 -1 /2" X 4 -1 /4" X 13 GA. STEEL PLATES k#,4 WELDED TO 1 -1 /2" X 1 -1 /2" X 14 GA ANGLt 5/16" MEETING RIB 1.82" DIA. X .50" STEEL ROLLERS W/ .44 DIA. X 5" STEM • • • • • • • • ••• 92*GA.•0ALV0 STEEL, .••• BOTTOM BRACKET FASTENED W/ (4) -# 14 X 5/8" SMS • ••• • • OPTIONAL INSULATIONS BY 'APACHE PRODUCTS CO' EPS- EXPANDED POLYSTYRENE DENSITY = 1.07 PCF N.O.A. #01- 1108.09 OR ISO-25 POLY- ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #01- 1108.08 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (6) # 14 X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 MIN. YIELD STRENGTH = 39 K51 WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL •• ••• • • • • • •• • • • •• • • • • • • • • • •B�TQM i • • • • • • • ••058 ALUM. PI, TE • • • • • KITH 1, " X '1•' S.M.g •® 48" 0.C. AND RUBBER WEATHERSTRIPPING ••• • • • • • • • • SECTION • • • • • • • • SEE SHEET 2 FOR LOCAT101Q" '• �• OF REINFORCING TRUSSES • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • ••• • • w x Z a 0 0 ce O 0 0 FASTENED TO TRACK CAST ALUM. CABLE DRUM HORIZ. TRACK SUPPORT AS REQD. BY DOOR INSTALLER CENTER SUPPORT REQD. ON DOORS II EXCEEDING 8 FT. IN HEIG II II 11 HORIZ. TRACK LENGTH •= OPENING HEIGHT PLUS 12" Y 1 1 m V DOUBLE TRACK LOW HEADROOM OPTION DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 B5 B6 87 B8 6' -0" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 6' -6 ". 21" 18" 18" 21" N/A 1 " 11 -3/4" 23" 34" 45" 56" 67" - 7' -0" 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" 7' -6" 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8' -O" 21* 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" *- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" O.C. 14. GA. GALV. S I tt1 TRACK 2 -1/2" X 3 -3/4" X 12 GA. OR 2 -1/2" X 4 -1/4" X 12 GA. TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4 -20 BOLTS & NUTS. TRACK CONFlGURATION STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1/4" 0 HEX HEAD M.S. & LOCK NUT 0 12" O.C. WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOUD BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. WOOD BUCK CONNECTION TO MASO RY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS (1Tw) WITH 1 -3/4" EMBED AND A SPACING OF T " 0.C. OR 3/8" DIA. HIL11 SLEEVE ANCHORS, 1 -3/4" MIN. EMBED AND 'A SPACING OF l0" O.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR ! 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS, ALL BARS SHALL BE CONTINUOUS FROM 11E BEAMS TO FOOTING. PREPATION RA OF JA +I S �Y OTHERS — 3" X 2" X 14 GA CONT. STEEL ANGLE 2 -1/2" X 3 -3/4° X.102" OR 2 -1/2" X 4-1/4" X .102" STEEL FLAT BRACKETS 0 *12" O.C. CONNECTED TO CONT. ANGLE W/ (3) 1/4" 0 SPOT WELDS HILTI SLEEVE ANCHOR SPACING ANCHOR STRUCTURE EMBED SPACING 5/16 BLOCK 1 -1/4" 5" CONC. 1" 5" 3/8 BLOCK 1 -1/4" 6" CONC. 1 -1/4" 7" MIN. EDGE DISTANCE TYPICAL CONC.= MIN_ 3000 PSI ALTERNATE TRACK INSTALLATION 1 -1/2 "L 1/4 -20 SS BOLT & NUT ONE PER BRACKET 2 -1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5/8" TRUSS HD. SLOTTED M.S. & LOCg NUT • . • • • • • ••• • f • • • • • • •• ••• • • • •• ••• • • - • • • • • • • • .• • • • • • • • •• • • • • • •• • . ••• ••'• e•• Appraved as amni1I9igwith the Florida Biddjn co t ) oD O th LLIPr3 a La_ ? ~ Z N rnp tr 'J p zr In 6 ate= • a ) c O v rn m 0 W c� 0 0 {0 a 0 `•0 0 0 `o C 0 N 0 0 0 0 N N 0 t m 0 drawing no- 98 -05 • WINDOW HEIGHT DOOR PANEL • 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER 1 1 0 J cc w :I :1 !1!r • H.! 4 sh i.40#8 X 3/4" SMS O 3/8° FROM ENDS AND 7" 0.C. MAX. !!1 I!I! 21 3/4" MAX. WDW. WIDTH 18 1/8" MAX. 0 O .500 1.765 1 111.i! �r I ►, : , {4) #8 X 3/4" SMS O 1 -3/8" FROM ENDS AND 6 -1/2" 0.C. MAX. .175 X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY GE NOA #03- 1210.04 .175 X .062 DEEP GROOVE J !iv lilI �1 1 1 1 1 J •'�� Nioto ; •' 11tt 1,111 -NO h�PN1 p,�ill. i(l 03 /S' PRIM ENDS AND 7' 0.C. MAX. • • • ••• • • •• • • •7��6r DIA• WASWEN • • • • • • ••• • •• • ••• • ••• • • (4) #8 X 3/4" SMS 0 1 -3/8' FROM ENDS AND 6 -1/2" O.C. MAX. �►I�hi�lp "l�� • • • •• • • • • • • ••• • • • • ••• • • PooR; P1 ;- • • • • :2p fc 1.0€4) bTE IE:Z ••• • • • ••• • • V'►_. r.4. f .:•;..r A A /A rrr-' 11'1 kcal run pim!i IL...: I pummel iimmui t i.. -w: e_i s.w1:_..st Iiii "474':'1:.. ∎_...:._vl 111 h INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH WINDOWS #8 X 3/4' SMS 9 3/8" FROM ENDS AND 4 -1/2" 0.C. MAX. DOOR PANEL_ 24 GA. (.024) si LEL MIN. I — .175 X .062 DEEP GROOVE 15/16" MIN. GLASS BITE EXTERIOR D.L. OPG. WINDOW WIDTH .176 1.144 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION 1.725 .250 * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION Z Z o Mai C4 8 o di = o U w o Q1'zj" o0 Q Q 4. N to cc 04 G O .. W(w n 4 r, I tcl * PLASTIC COMPUES WITH SECTION 2605.2 OF FBC 2001 SEE EVIDENCE PAGE •• • • • • • • • • ••• • • • • ••• •• • • • •• •• • • •• •s• • • • • • • • • • • • • • • • • •• • • • • • 44$p r+ 1 as eo41014wlth the Florida Bah& - Cod Data o ! 21 ©.S • • • 9 • .t_ • CO N 0) 1.0 CD N 0 z 0 0 0 0o cn ) CO O M7 W Q Z t=-(n 'rt co Z ct o Ot] z.= ma' 1 N= c ) O N ( 0 C 0 y m 0 0 O •0 O date: 02 -23 -98 • 8 0 0 m O 0 0 • 0 ) drawing no. 98 -05 sheet 4 of 4