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RC-06-2587Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -30051 Permit Number: RC -10 -06 -2587 Scheduled Inspection Date: May 31, 2011 Inspector: Bruhn, Norman Owner: GONZALEZ, SUZANNE Job Address: 56 NW 102 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Contractor: ALL AMERICAN DOORS, INC / ALL AMERICAN GARAGE DO' Phone Number Parcel Number 1131010180150 Phone: 305 -885 -8088 Building Department Comments replacing 1 garage door Passed �74/( G�� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments May 27, 2011 For Inspections please call: (305)762 -4949 Page 20 of 21 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No. WPC' 1/0 f - old �U•dz� Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): �o�z� �'2- Phone #: 3"517c 26 Address: SG Nw 16 2- sr Tenant/Lessee Name: City: I)I ! AY'%'`1 5L ? State: Zip: r33 Email: Phone#: JOB ADDRESS: SAP /0 l..› ! o 2 5+ City: Miami Shores County:/k-404 Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company N' ame /: Address: / J A 7 City: State: NO Flood Zone: AZi/ ~` i--) 0720765 Phone #: 30 S S e og 8 Qualifier Name: /- State Certification or Registration #: ©®(Ja / C Certificate of Competency #: Contact Phone #: 3 v C ' Email Address: zip:93/6 C. Phone #: DESIGNER: Architect/Engineer: Phone #: Op Value of Work for this Permit: $ 7 �° �— Square/Linear Footage Type of Work: Addition ❑Alteration ❑New ork: epair/Replace 54(z) UDemolition Description of Work: :/ WVi �(e aX12 ***** * * * * * * * *** * * * * * * *** * * * * ** * *** ***** Fees * * ** *** ***** ** * ** :******* * **** * ***** * * *** ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 record ' e otice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building i ermit is iss In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Signature Contractor The foregoing instrument was acknowledged before me thi -.' The fe oing instrument was acknowledged before me thi� day of , 201 1 , by , day of ' / , 20 %15 7Vi `-pZ.'� ho 's personall known to me or who has produced who is personall own to me or who has produced c 04' ` As identification and who did take an oath. as 1 enti ication and who did take an oath. NOTARY PUBL Sign: Print: My Co NOTARY PUBLIC - STATE OF FLORmA e"""t-, Raw ?a r'ti,iez ssiti4 tiformission #D1)7 ?2653 hGriv Expires: NOV. 5, u. I ED TIERU ATLANTIC BONDING Ca, )i;c. NOTARY PUBLIC' Sign: Pri e Raul P Martinez rin�ission #DDI32ta53 My Ca h rims ca�fesNOV. 26, 2v1 BONDED THRIJ ATLANTIC BONDING CO , S:•: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village I Coil'66 Building Department 9,t1 (tom 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 /Permit Type (circle )(Owner's Name (Fee Simp Owner's Address 5 b W City iAmi Sh vz c s Tenant/Lessee Name t "'d OCT 1 7 2D06 B °i':- /%�� Electrical V der) OIL OF\ I E ZI ! 02 S-I- state F L Permit No. k Master Permit No. "C-44(:)-1* 3101— of &-0 )5o SUZFNN Plumbing Mechanical Roofing E Ph one# 3CAS =?l - 7,.--Tc2S(0 .? zip 33 /5 0 Phone # Job Address (where the work is being done) b1/4.) L' J 1©a 3+, E --I-- City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Nam .400/064AJ epabe Contractor's Address SA,It.r City M EV 6L-It State �L Qualifier 1j()l� / Zip 3 3 `S Phone # & 86 Zip 33/6-6 Architect/Engineer's Name (if applicable) Phone # ` $ Value of Work For this Permit 7c.0 Gd Type of Work: DAddition Describe Work: DAlteration [New Square Footage Of Work: 16 5/7 Repair/Replace ❑ Demolition Submittal Fee $ Notary $ Scanning $ • Code Enforcement $ Total Fee Now Due $ Permit Fee $ (t6 Training/Education Fee $ Radon $ JO -47 (Continued on opposite side) CCF $ /_)170 CO /CC Technology Fee $ 2 '45 Zoning .Bond $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) M ER 1 �, v E S �- ni o F271-3AS E. Mortgage Lender's Address P. 0. f3 Ox 5 9a (c City (' AP-o\ SS+Q Ar►, State Z. L Zip (0197 —S9at 10 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 be approved and a reinspection fee will be charged Signature The fore day of who is pe Owner or Agent ent was acknowledged before me this 7� 20 by ∎ �/J '!mil r da The forego known to me or who has produced f5 L OL c-5,24-7s0-68-7.2 5-- 0 As i NOTARY PUB Sign: Print: My Co on and , ho did take an oath. U; ,_ Commission #DD263836 =n c Tres: Nov 26, My Co ,issiou. E i s• OFF.oQ,. p , 2007 ,,.,��P,,B , Y3<al, Martinez, ,�* * * * ** ** 5tet�3 * ** *� Horidin o; lnc *******************:t********** _ti *,"- T.b$11- f S 61191)2133`Sy6** *** **** * * * * * *** (Certificate of Competency Hottter)aQ Expires: Nov 26, 2007 �'F ®�d��Q` Bonded Thru '��� �„ Atlantic Bonding Co., Inc. State Certificate or Registration No. Certificate of Competency No. Contractor ent was /acknowledged before me this / 7 7, 201 by `C1t5 who is personally known tome or who has produced NOTARY PUBLIC Sign: Prin ide cation and ' ho did take an oath. ***************************************************************************** * * * * *** * * * * **x *** * *** * * * * *** * ** db !7 D(► APPLICATION APPROVED BY: Chc 12/15/03 Plans Examiner Engineer Zoning THIS PERMIT CARD MUST BE DISPLAYED ON THE FRONT OF THE JOB BY ONE OF THE FOLLOWING METHODS OR NO INSPECTION WILL BE MADE MIN. 12" x 18" BACKING BD. 12" 1 1 I _ MIN 18" i� PENETRATION 1 I v 18" A MIN. 4' MAX. 5' y 1 "x8" PROTECTIVE LEDGE OR VISQUEEN FLAP WITH FASTENER OR--' ON FACE OF BUILDING WITH PROTECTIVE COVERING PERMIT toitudgathasit FASTEN TO BACKING AS INDICATED ON CARD STRUCTURAL ECTInNTYP'E Window Installation Door h tallatioti PLUMBING INSPECTnON TYPE Ground Rough Top Out 2nd Floor Rough �Y µ d Floor Rough INSPECIOR Tlle; Shingle in Progress Framing Insulation Drywall ` Sidewalk Driveway For Stol iultter Pool Steel PooUP tlo De / Rock nchors Sewe Water Service L P Tank Gas Rough as DATE Irrigation Int,_ ELECTRICAL INSPECTION TYPE Temporary Pole Footer Grounding Slab Serif Rough B. Alarm T.V. Prewire kintercolo fPrew Phone Prewire B- Alarm Final T.V. Final Intercom-Final Phone Final 30 Day Temp Power of Gr Interceptor Pre$su r.Tes' Pool Slab Fire Sptlnkler Final Pool Maindraln Pool Piping FINAL FOR INSPECTIONS CALL 305 - 795 -2204 INSPECTION REQUESTS ARE ACCEPTED DURING THE HOURS OF 8:30 AM TO 3:30 PM FOR INSPECTIONS THE FOLLOWING BUSINESS DAY. CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER: 305 - 795 -2204 DISPLAY THIS CARD ON FRONT OF JOB MIAMI SHORES VILLAGE BUILDING PERMIT PERMIT # DATE OCT 1 8 2006 OWNER ADDRESS CONTRACTOR THIS MIIST BE ON PERMIT TYPE JtB AT TIME OF "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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE INSPECTION RECORD WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 24 HOUR NOTICE FOR ALL INSPECTIONS STRUCTURAL footing Slab Columns / Poured Cells Tie Bea Rake Beam 2nd Floor Slab 2nd Floor Columns 2nd Floor Tie B Roof Sheating Wail Sheathing Floor Sheating ass, Roof Truss, Floor Store Front Buck Work is allowed Monday through Saturday 7:30 A.M. to 6:00 P.M. No work is allowed on Sundays or Holidays MECHAIvIICAL Undgr A/C Pipe Slab condensate Slab Jenn -Aire Duct Exhaust Fan Rough Hood Rough Pool Heat Pump Fire Dampers Firealace Vent Vacuum Pipe Rough Vacuum Pipe Final Equipment Anchor Sb Tur Ventilation Pressure Test • • ••• • • • ••• Florida Building Code Garage Door Windload Design Pressures ;•.•;ISoi' #'131214. 060815 -C -02 • • • ••• • • • • • • • • • • • • • ••• • • • • ••• The positive and negative design windloads for the garage door openings) listed bel8w 9Pd:derived fc& i the Florida Building Code (American Society of Civil Engineers, SEI /ASCE 7 -02), S&tic i 1619 for "oomporier send cladding" (Exposure C), 146 mph wind velocity for Miami -Dade County. •:• • • • ••• „ • • t3c y •• • • • -•• ••• •• Address: Sozanne Gonzalez 56 NW 102 St. Miami Shores, FL 33150, Miami -Dade County Garage Opening Size: 8' 0" x 7' 0" Mean Roof Height: Less than 15' Roof Slope: Not provided (semreater -'f® -degrees) Measured Minimum Building Dimension: 20' 0" Measurement of Nearest Garage Door Opening to Building Comer: 1' 4" Positive Design Load: +41.3 PSF Negative Design Load: -46.6 PSF The following Clopay Building Products Company Doors meet the requirements for th s ed loads: Clopay Model 84AW7, 8'0" x 7'0 ", Approval # 03- 0428.04, Dwg # 101702, uRAo T48 PSF. • • • • • • OCT 18 3096 �J vCi The design Toads shown above area are based upon the measurements lister -` eve for " nclo ed" buildings, and require that the door being installed meets the requirements of Section 1626 of e 2004 Florida Building Code for windbome 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 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 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. Sco t-Hart llton, P. Florida P.E. License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770 -4800 8/15/2006 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • 13l 11- IN111: COUNTY. FLORIDA • • ••• • • • • • •• • • • •. • METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STTEET, SUITE 1603 • • • •: • •: M iAMi, FLORIDA 33130 -1563 • : (34 315401 :PAX (305) 375 -2908 • • • • • • • • • ••• • • • • • Clopay Building Products Co. 8585 Duke Blvd. 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sectional Garage Door 9'- 0" Wide. APPROVAL DOCUMENT: Drawing No. 101702 -24, titled "Door Models: 83. 84A. 93. 94, H93 & H94 dated 11/18/96 with last revision on April 2003, sheets 1 of 1, prepared by Clopay building Products. signed and sealed by M.W. Westerfield, 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 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 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 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 28000 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 # 01-0326.01 consists of this page 1 as well as the approval document mentioned above. The submitted ewed by Cand ont PE. NOA No 03- 0428.04 Expiration Date: August 21, 2008 Approval Date: June 5, 2003 Page 1 MODELS 83, 84A, 93, 94, H83, H94 END STILES ATTACHED 70 DOOR SKIN WITH PATENTED 006 -1 -LOG SYSTEM (TOP. BOTTOM, & CENTER) ONE INTERMEDIATE STOP BETWEEN EACH EMBOSS ATTACHED WOH TOG -1 -10C (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) 1 LOCATION OF OPTIONAL VENTS QMAXIMUM VENT OPENING 60 IN' MAX. 0068 WIDTH - 9' 0" IME ELEVATION TABLE 1 DOOR NUMBER OF HEIGHT SECTIONS 6'0" TO TO' 4 7'8" TO 8'9" 5 9'4' TO 70'6" 6 10 9' TO 12'0' 7 • SECTION ARE EITHER 18' OR 21' HIGH SEE END HINGE DETAIL. -ENO STILES ATTACHED TO DOOR 5KN WITH PATENTED TOG -L -IOC SYSTEM (TOP, 8011011 & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH 696055 ATTACHED WON TOG -L -IOC (TOP & 901109) AND URETHANE ADHESIVE (ALONG CENTER) —�A SEE INTERNED. HINGE 04 DETAIL TWO P01NT LOCKING INTO TRACK PER SF8C4 3603.2 5/8 9N. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) 111 ICI Imo(' P 3= III ID III ID Ill 1 I! 11 ■ SLIDE BOLT LOCK ENGAGES INT0 VERTICAL TRACK. 014E LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT 15105 -4.012.4 HOR120R INSTALLER (113 SUN) 13 GA GAIN. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16 "xI -5/6" WOOD LAG SCREW. TRACK CONFIGURATION -x' 2" GALV. STEEL TRACK, TRACK THICKNESS: .060' DOOR "L" �K)�NT21004 X6 FLIT ®E11F011111 3ilQ)iFA - 1• 11 :011W r11S1•l'•Y111FII1IiC]IIEP/F:Jillii lFLi7t311m1 *EiAg)`i ICE11 - - IDm1C•JrIEmEilm+flils - QyQIffill11511ELINEIAI - 2.629 1LDABICISTO1fE7N1f1•E2?MELY1111 CICL IIMIIIMIZIIKEYiEL)finEiliiiail - (19m11IBINSUMIONIE lilEESitE)(i Melia 111111M7MillinlIIMIIMIIIIMPIII f. ii1CSiilg iF6717iiii1i 476 rr fSi CE011911FIIrF1iE 34. y. 106.. BRACKETS PER SIOE (5) TRACK BxRACKETS PEAR SID (UP To 10' HIGH). a! LOCATION OF OPTIONAL VENTS &MAX W UM VENT OPENING. 60 IN' MAX. DOOR WIDTH a 9' -0" INTER. STILE OUTSIDE HANDLE INSIDE ELEYA71old OUTSIDE KEYED 1OCK 1.9016-1282L103211210 246 WOOD JAMB ■1- =t —r'•!1. A ENO 5171E LOCK BAR GUIDE LOCK ENG GE9S IN TRACK ON EACH SIDE OF DCOR. SNAP LATCH ENGAGES ONTO 80811641. TRACK.10 011E SNAP LATCH ON EACH SIDE OF DOOR.. Prot,.ir- Pt'•;1'WF.n 14c FInrIda 117 412191 Onue * rmlu,t Coning 0-092 1 0 —I I- 2' THICK INTER. STILE OUTSIDE KEYED HANDLE END ST1£ INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8" MIN. ENGAGEMENT OF ASR SIDES ) ((SEE LOCI< OPTIONS) v° ° (4) 1/4'53/4' SELF TAPPING SCREWS SECTION A -A 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHE0 8/(4) #1455/8" SHEET METAL SCREWS. SHIP 1.AP JOINTS. GE 24 C5. AWN. G -400 MIN. DALY. STEEL (MIN. YIELD STRENGTH; 28 KSI, ORAWNG OUALRY) WITH PRIMER AND BAKED -0N POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES of STEEL (4) #14x5/8" SHEET METAL SCREWS 14 GA END I-1180C STOP MOULTING BY DOOR INSTALLER (TO SUIT) 20 GA MN. 051V, STEEL END STILE 20 GA GALV. STEEL INTER. STILE 12 CA GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16"x1-5/8 - WOOD LAG SCREW PER BRACKET. 2' GALV. STEEL TRACK FASTENED TO 18468 BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4'x5/8' BOLT & NUT .5 TWO 1/4' *418675. JAMB CONFlGURA56N PREPARATION OF JAMBS BY OTHERS. 943A3 18 GA. INTERMEDIATE HINGE • 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END 5TI1E5 W /(4) 514x5/8' SHEET Y0*AL SCREWS & (4) 1/4' SELF TAPPING SCREWS. 2- 1/4"x20 GA. GALV. STEEL U -BAR. TWO U -BARS PER SECTION. EXCEPT 3RD SECTION WHICH HAS ONE U -BAR. U -BARS MADE FR09 80 K51 STEEL. EACH U -BAR ATTACHED W /(2) I /4'x3/4' SELF TAPPING SCREW PER STILE. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED 8/(2) #14x5/8' SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. INSTALLER MODEL RETAIL MODEL DESCRIPTION" 93, 893 63 24 G0. STEEL SKIN: 18 GA. STEEL ENO STILES 94, H94 84A 24 GA STEEL SKN: 16 GA. PAINTED STEEL END STILES •- ALL DOOR MODELS ARE RINSED PANEL EMBOSS Q JJAASM ppttii OR6 2.66FR YE641 W . L*)i8 .6 1 ;150 780 GRADE EE2 RO TH }I6RIZONTAL RRRRROP) JAMB. ALL JAMS 18 GA GALV. STEEL INTER. HINGE FASTENED TO CENTER 5111.E W /(4)) EACH 0144/5" SHEET METAL SCREWS. 7/16" PUSIINUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED 000R OPERATION. 14 G0. GALV. STEEL END HINGE FASTENED TO END STILES W /(4) E.4614 I143158" SHEET METAL SCREWS & /4 "53/4" SELF TAPPING SCREWS. (4) 2" STEEL ROLLER. NOP' SUPPORTING STRUCTURAL ELEMENTS SMALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON TH15 DRAVANG. DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 MECHANICAL ENGINEERING g[ ASS 11AY BL (ENT NOT REWIRED) COUNTERSUNK TO PR11910E A�RJSH 6)UNTING SUIN *IR • • • • • !x• 4HSDS *498 CAN BD •4•MRED TO GRID LI8 •E•!6•CED BLOCK•NALL 09 CONCRETE COLUMN. 9LOCK CELLS SHALL •2•(!LE• •7TH CONCRETE N10 REINFORCED•WITH CONSNUOUS 05 BAR EXTENDING INTO THE FOOTING AND T4 &`TMS. At�gppyCAN BE 1/4x1 -3 /4•" EMBED TAP ON C NCI 1E QNCH0R5 WARTING A �,gpgiE 8 09 801101G 21,18' e lO 9B R ST RTI 1 -3/4' Fy1$ET� BAWL LOR /BOLT ANCH R STARTING AT NO AIORE•TRAA p" ilOj19M AND 2'19. 44. • • • • • •• •• •• • • • DESIGN L0.�5:• -1642.0 PSF k• �4��•PSF. • • • Clapay Building Products Company • CLOPAY BUIIONG PRODUCTS•C$l f&*1 8585 DUNE BLVD. MASON. OH 45040 (513) 770 -4600 PLOT • •a.�x.,� ••*4 *12'0'H g• • w.'itl16 /t R •• 0I. ,'m' DOOR ODEIS: • • 83, 84A. 93, 94. H93, H94 141 r 101702 -24 3