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WS-17-1123 INSPECTION RECORD POST ON SITE SNORES Permit NO. r 11 S-4-1 7-112 3 Miami Shores Village Permit T ws/Shutters Fai���gc� 10050 N.E.2nd Avenue ,.. YP,,e:Windo< Miami Shores,FL 33138-0000 _ Work C/assifica6otr-Gera_ ge Doo Phone: (305)795-2204 Fax: (305)756-8972 TW25/M o iIssue Date7 Explres: 10/22/201,7 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bidg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Windows/Shutters Parcel #:1132060135510 r-- Owner's Name:J HENRY VIDAL 1�[ Owner's Phone: Job Address: 349 NE 99 Street !4 h 1 Square Feet: 0 M*2m* Shnrps FL 33138- Bond Number: Job Valuation: $ 1,183.00 w-PORI LOWED: A.; ON HROUGH FRIDAY,8:OOAM-7:OOPM. Contractors Phone V prpaAkCRntoptol UINING TDAY 8:OOAM-6:0013M.HOME OWNER rY2S $$: RK IS ALLOWED ON SUNDAY OR HOLIDAYS. L AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD INSPECTION STRUCTURAL DATE INSP INSPECTION DATE INSP INSPECTION .. DATE 7- INSP Foundation Zoning Final StemWall ZONING COMMENTS Rough Slab Water Service Columns(1st Lift) 2nd Rough Columns(2nd Lift) Top Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains Windows/Doors ELECTRICAL Gas Interior Framing INSPECTION DATE INSP LP Tank Insulation Temporary Pole Well Ceiling Grid 30 Day Temporary Lawn Sprinklers Drywall Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow Preventor Pool Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool Slab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Rough Driveway Rough PLUMBING COMMENTS Driveway Base Telephone Rough Tin Cap Telephone Final Roof in Progress TV Rough Mop in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final MECHANICAL ADA Compliance Alarm Rough _ INSPECTION DATE INSP 111 Fill Alarm Final Underground Pipe DOCUMENTI Fire Alarm Rough Soil Bearing Cert Fire Alarm Final Rough Soil Treatment Cert Service Work With Floor Elevation Survey Ventilation Rough Relnf Unit Mas Cert ;;k• , ELECTRICAL COMMENTS Hood Rough Insulation Certificate Pressure Test Spot Survey Final Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum I, MECHANICAL COMMENTS INSPECTION DATE JINSP Final Sprinkler Final Alarm Permit NO. WS-4-17-1123 `gHOREs Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NE ' Work Classification:Garage Door Miami Shores,FL 33138-0000 Phone: (305)795-2204 Permit Status:APPROVED FioRioA Issue Date:4/25/2017 Expiration: 10/22/2017 Project Address Parcel Number Applicant 349 NE 99 Street 1132060135510 Miami Shores, FL 33138- Block: Lot: J HENRY VIDAL Owner Information Address Phone Cell J HENRY VIDAL 349 NE 99 Street MIAMI SHORES FL 33138-2436 Contractor(s) Phone Cell Phone Valuation: $ 1,183.00 HOME OWNER Total Sq Feet: 0 Type of Work:SUBSTITUTION OF CLOPAY DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info:SUBSTITUTION OF CLOPAY DOOR Final Classification:Commercial Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-4-17-63788 DBPR Fee $2.00 04/25/2017 Credit Card $50.00 $81.20 DCA Fee $2.00 Education Surcharge $0.40 04/25/2017 Credit Card $81.20 $0.00 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $131.20 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 AFFID VIT: 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 n'n . Futhe o , I a th rize the above-named contractor to do the work stated. �C796 ,3 4v April 25, 2017 Aut ized Sign re:Owner / Applicant / Contractor / Agent Date Buildiiig Department Copy April 25, 2017 1 �c Miami Shores Village RECEIVED Building Department APR 25 2011 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC2110 BUILDING Master Permit No. G loc • �l "3�-05 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 349 I"J•JE. g 9 f� 5�rPefi City: Miami Shores County: Miami Dade zip: 3313 Folio/Parcel#: 113aOGG 1 3,55 10 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: rFIFE©:/ OWNER:Name(FeeSimple Tiit�leeholder)��` &fwv L Phone#: 3o-5- r7% --314q-,- Address: o5' / I tp -314q'Z Address: 3_!"I �• - 1 -% �JrYect City: mami �h�/'eS State: r:: — Zip: 331 3 Tenant/Lessee Name: Phone#: Email:�1�1 `�V�cleK'�7tcsr►�eg •Cctw� CONTRACTOR:Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: ) / City: State: Zip: Value of Work for this Permit:$ l L 29 31 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑1 Alteration ❑ Neww ��❑ Repair/Replace El Demolition Description of Work: S ubS�`t TUI (dY� 1,1 ,0 r I4U poor Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ' (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a pr ved and a reinspection fee will be charged. I Signature Signature OW or AGENT CONTRACTOR The foregoin nstrument was acknowledged before me this The foregoing instrument was acknowledged before me this L5 day of ;\'P'f,�\ \ ,20 1 , by day of ,20 ,by (JO I who ,isl personally known to who is personally known to me or who has produced\13LIf�u�C7g-�r�l �Cme or who has produced as identification and who did take an oath. (,AOr a identification and who did take an oath. NOTARY PUBLIC: ( j NOTARY PUBLIC: Sign: Sign: Print: ;,;«""•" MAHARAI K.GONZALEZ my eommisslet4 0 Ge 044682 print: Seal: "" EXPIRES:November 2,2020 Seal: Bonded Thru Notary Public Underwriters ****************************** *** * ******************************************************************** J/��* I/ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) fortislamasarch. Arch suture I Pinning I Interior Design 8000 NW 25'11 St eet.Sure 500- Mian J,R-33122 _ 0:305.281.2723 x:305.808.3463 04/21/2017 Miami Shores Village Building Department Att: Building Official / Building Inspector 10050 NE 2 Ave Miami Shores Village, Florida 33138 305-795-2204 AS—BUILT Certificate:Substitution of Impact Rated Garage Door 349 NE 99 St Miami Shores, FL FLA Proj, No: 16087 To whom it may concern, Please accept this letter as notice that we take no exception to the substitution of the specified CLOPAY NOA#:12-0716.04 for the equivalent substitute CLOPAY NOA#: 16-0531.05 being installed. Sincerely, Orlando Lamas R.A. AR93251 ...... .... architectureinteriordesign MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Clopay Building Products Company 8585 Duke Boulevard Mason,OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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: Steel Pan W8 Sectional Garage Door up to 9'-0"Wide(DP+54.0,-62.0 PSF) APPROVAL DOCUMENT: Drawing No. 103287,titled"Steel Pan Door up to 9'W+54/-62 PSF",sheet 1 through 3 of 3,dated 03/03/2005,with revision 06 dated 04/2016,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating, indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TYRMINATION of this NOA will occur after the expiration date or if there has been a revision or change in t4e tgrials,pse,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of • anyproduct,fbj%al¢,advertising or any other purposes shall automatically terminate this NOA. Failure to •• compYy with any section of this NOA shall be cause for termination and removal of NOA. • AD'VERTISAI&W: The NOA number preceded by the words Miami-Dade County,Florida,and followed b' t9e expira46f1.dale may be displayed in advertising literature. If any portion of the NOA is displayed,then .. it sLfl be doM M ttS entirety. fiSPJICTIcopy of this entire NOA shall be provided to the user by the manufacturer or its distributors an�'sTa ll be available for inspection at the job site at the request of the Building Official. •••••• Thia-WAWA rejvk4 pnd revises NOA# I5-0603.02 and consists of this page 1 and evidence pages E-1 and E- 94well as aperaval document mentioned above. IW§ubtnitted documentation was reviewed by Carlos M. Utrera,P.E. •••• NOA No 16-0531.05 t RADE COUNTY Expiration Date: September 15,2021 Approval Date: July 21,2016 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 103287,titled"Steel Pan Door up to 9'W+54/-62 PSF", sheet 1 through 3 of 3, dated 03/03/2005,with revision 06 dated 04/2016,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. B. TESTS 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test per FBC,TAS 202-94 5)Tensile Test per ASTM E8 along with marked-up drawings and installation diagram of 9'x 8' 24 ga steel garage door Model 94W8,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0622.01-15, dated 07/13/2015, signed and sealed by David W.Johnson,P.E. 2. Test report on Salt Spray per ASTM B117 of painted G40 galvanized painted and G90 panels, prepared by Fenestration Testing Laboratory,Inc.,Test Report No.7890,dated 10/01/2014, signed by Idalmis Ortega,P.E. "Submitted under NOA#05-0316.01" 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test per FBC,TAS 202-94 5)Tensile Test per ASTM E8 along with marked-up drawings and installation diagram of Specimens A,B, C and D Clopay Model 94,9'x 8' 24 gauge garage doors,prepared by American Test Lab,Inc.,Test Report No. ATLNC 0827.01-04,dated 10/22/2004,signed and sealed by William F.Wescott,P.E. •• Co* CALCULATIONS • .ArfCllpring calculations prepared by Clopay Building Products Company,dated 05/23/2016, •..... •;•••; signed and sealed by Scott Hamilton,P.E. • Sifftitted under NOA #05-0316.01" •; •�. •TasVner Attachment Calculations prepared by Mark Westerfield,P.E., Sheets 1 &2, dated •••:.. 00 1/2005,signed and sealed by Mark Westerfield,P.E. •• .... .. 47 Carlos M. Utrera,P.E. ••" Product Control Examiner NOA No 16-0531.05 Expiration Date: September 15,2021 Approval Date: July 21,2016 E-1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 5h edition(2014)FBC issued by Clopay Building Products Company, dated 05/23/2016, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 05/23/2016, signed and sealed by Scott Hamilton, P.E. "Submitted under NDA #15-0225.04" 3. Statement letter of code conformance with the 2010 and the 5h edition(2014)FBC issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton,P.E. ...... ...... ...... .... • ...... 715 14 • • Carlos M.Utrera,P.E. Product Control Examiner NOA No 16-0531.05 Expiration Date: September 15,2021 Approval Date:July 21,2016 E-2 4 3 2 1 SHEET: REVISIONS CLOPAY MODELS 94 84A 93 98-41F. HOLMES MODEL 48 1 OF 3 REV. NO. ZONE: DATE: ECN N0. APPVD: DESCRIPTION END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM. ALL SECTIONS HAVE (2) 04 - 1/2012 - SH AFFIRMED COMPLIANCE WITH 2010 FBC_ t' CLINCHES AT THE TOP AND (2) CLINCHES AT THE BOTTOM OF EACH END STILE. 05 - 2/2015 - SH UPDATED CODE COMPLIANCE STATEMENT. END STILES ON 18" SECTIONS HAVE (4) CLINCHES EVENLY DISTRIBUTED ACROSS THE FACE OF THE SECTION, O6 - 4/2016 - SH REVISED SECTION C-C BASED ON NEW TESTING, END STILES ON 21" SECTIONS HAVE (6) CLINCHES EVENLY DISTRIBUTED ACROSS THE FACE OF THE SECTION. ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ PATENTED D D TOG-L-LOC SYSTEM (TWO TOP RAIL do TWO BOTTOM RAIL) AND URETHANE ADHESIVE (ALONG CENTER). -—�A ROLLER END HINGE. SEE VIEW 'B'. ; C INTERMEDIATE HINGE. #14x5/8" SHEET o• SEE VIEW 'C'. METAL SCREWS _t N IO g z1/4"x3/4" SELF =W 3' U-BAR. SEE SECTION TAPPING SCREWS MX ml _ A-A FOR DETAILS. 00 O wxz ' 0 0 C oc"'n VMVM 14 GA, END HINGES 18 GA. INTERMEDIATE HINGE C VIEW "B" VIEW "C" < LOCK POSITION (BOTH SIDES). END - 11 .� STILE. PERMIT #: _ Miami Shares Village MAX. DOOR WIDTH = 9'-0" OUTSIDE APFRO\tED BY DATE INSIDE ELEVATION HANDLE. LOCK 13AR ENGAGES IN ZONING DEPT TRACK ON -• -- EACH SIDE I� OF DOOR. BLDG DEPT B OUTSIDE KEYED LOCK WITH SUBJECT i0 CCNIPLIANCE Wl(H ALL FEUERAL B LOCK BAR LOCKING SNAP LATCH ENGAGES STATE AN,)Cf IlN IY rit�L=S AND REGULATIONS DDDR HEIGHT OF SLIDE BOLT LOCK ONTO VERTICAL TRACK. SECTIONS END ENGAGES INTO ONE SNAP LATCH ON 6'0' TO 7'0' 4 STILE. VERTICAL TRACK. EACH SIDE OF DOOR. 6'0" T 0 7'0' 4 STILE] OCK ON • • :•• 7'6' TD 8'9' 5 ONE OF RECEIVED •••••• • ••• • •• '9'0' TO 10'6" 6 DOOR. • • • • • IO'9' TO 12'3' 7 ' •-- APR 2 5 1011 •�•••• •,,,`� � H�1 ��1� ,f 12'6' TO 14'0' 8 OUTSIDE END •• •��, O C•Ew•�,_'Dfi�� 14'3' TO 15'9' 9 INSIDE SLIDE BOLT KEYED STILE. ••••" Std\ �S�••,�i i� 16'0' IO LOCK OPTION. HANDLE. ••••• w••� • INSIDE HANDLE MANUFACTURING PRODUCT CODE • • :••••: •. • /• OU_ T�LDf" KEYED LOCK WITH PAN-2F143 *'••• SNAP LATCH LOCK OPTION. DESIGN LOADS: +54.0 P.S.F. & -62.0 P.S.F. " • -13 V tom: PRODUCT REVISED PART NO.: N/A r as complying with the Florida Unless Sloted Otherwise 8585 Duke Boulevord WINDLDAD RATING yA��•STATF��F.. •:�` Building Code TOLERANCES ure _(:10 "ay Mason, OH 45040 USA ` , Q P 5 4 I • •••• ?� ! �� M.• i;��,.�� NOA-No. 15-0531.05 Tel. No. 513-770-4800 \f1/ o • '�S� 0. t, Expiratio to 09/15/2021 oQ :0035 Bing Products Co�parry Fox No. 5I3-770-4853 ••i/�,!FONA►-� ��`' DESCRIPTION: STEEL PAN DOOR UP TO 9'W +54/-62 PSF .000 By 0000 a t.01 DRAWN BY: RJK DATE: 04/07/04 SCALE: NTS pWC. R DESIGN ENGINEER Ilfliami de Product Control Degrees = t 1/Z' CHECKED BY: SH DATE: 03/03/0 SHEET 1 OF 3 5(ZE L J� 3 SCOTT HAMILTON, P.E. Unless Stoted otherwise FLORIDA LICENSE No. 63286 IDIMENSIONS ARE IN iNCHEs. DWG. NO.: 103287 VER: M-D 4 3 2 1 4 3 2 1 CLOPAY MODELS 94 84A 93 98 4F HOLMES MODEL 48 SHEET REVISIONS 3 OF 3 REV. NO. ZONE: DATE: ECN NO. APP DESCRIPTION 06 - - - - SEE REVISION HISTORY ON SHEET ONE. a D � 2" TRACK CONFIGURATION, rr-ING OUNTERBALANCE SYSTEM JAMB CONFIGURATION, HORIZONTAL TRACK OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT). LV. STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR t H (3) 5/16" X 1-5/8" LAG SCREWS HEIGHT "L"" INSTALLER (TO SUIT). 1r3 GA. GALV. STEEL END STILE 2-5/B"x2". RACK WITH (2) 1/4" RIVETS. 6 7'-0' 76" NOTE: TRACK CONFIGURATION = 20 GA GALV. STEEL INTER. STILE._ (t) INTER- TRACK 82" 1 STILE BETWEEN EACH EMBOSS_ ABOVE THE DOOR OPENING DOES = NTE 30' O.C. -O" 8 NOT AFFECT THE WIND LOAD 18 GA. GALV. STEEL CENTER HINGE 8'-6" 4" RATING OF THIS DOOR. 1z 2-1/2"x12 GA. GALV. STEEL FASTENED TO INTER. STILES W/(4) EACH 0 62"±4" 2' GALV. STEEL TRACK, 9 -0, Imo" TRACK BRACKETS FASTENED #14x5/8" SHEET METAL SCREWS. TRACK THICKNESS: 0.60 9'-6" 106" TO WOOD JAMB WITH 7 16" PUSHNUT FASTENER INSTALLED ON ROLLER II 10'-0" 11 " 5/16"xl-5/8" LAG SCREWS. / 10'_6" 118» SHAFT FOR UNRESTRICTED DOOR OPERATION. 11'—O" 124" 2" GALV. STEEL TRACK FASTENED w "L» 11-r—6 TO 12 GA. GALV. STEEL TRACK 14 GA, GALV. STEEL ROLLER HINGES FASTENED TO ENO STILES Z BRACKETS. TRACK ATTACHED TO 36"f2" TYP. 2-1/2" X 12 GA GALV. 1 '--0" 1 W/(4) EACH #14x5/8' SHEET METAL SCREWS AND (4) 1/4' SELF C EACH BRACKET WITH TWO 1/4" TAPPING SCREWS PER ROLLER HINGE. r STEEL TRACK BRACKETS, t14 142" RIVETS OR ONE # BOLT do NUT. z ATTACHED TO JAMB WITH (1) " n. 5/16" X 1-5/8" LAG SCREW PER 4" 2" 10—BALL STEEL ROLLER (1-13/16DIA. w 7/16" TRACK BRACKET. —O 1 z 4" LONG) WITH STEEL OR NYLON TIRE. 14'— 1 t0" 1 —0 7 SECTION C- 3-1/2- 15'-6' 17 " 16'-0" 184" PREPARATION OF JAMBS BY OTHERS. LHR BRACKET (2-1/2" x 5-3/4" x 12GA) ATTACHED WITH (2) 1/4" x 3/4" SELF TAPPING ( SCREWS. 3" TRACK IS ALSO AVAILABLE. DOUBLE TRACK LOW HEADROOM OPTION (AVAIL. FOR BOTH 2" AND 3" TRACK) OUBLE HORIZONTAL TRACK. B •••••• �••• 111 TT., -------� • ter...:. . • • MANUFACTURING PRODUCT CODE �••••: �'�• �r • • •* PRODUCT complying with the FDlorida PAN-2F143 1as DESIGN LOADS: +54.0 P.S.F. & —62.0 P.S.F. PART NO.: N/A -1310 ! Building Code ^ .:•.•A S:9rs•.9TATF=,Q E• NOA—No. 16-0531.05 Unless Stated Otherwise —��O � 8585 Duke Boulevard WINDLDAD RATING f1 • TOLERANCES are Mason, OH 45040 USA \ / 8 D P 5 •• 1 A Expiration a 09/15/2021 p y Tel. No. 513-770-4800 W V " •Q•'j �, 0 t.031 Building Products Company Fax No. 513-770 4853 E •••••• fi O'�1.0. �` 1By DO = t_015 DESCRIPTION: STEEL PAN DOOR UP TO 9'W +54/-62 PSF .••�b� iaN Ar,i��e�`�� __j Miami- a Product Control .000 = ±.005 / j I - .0000 = t.001 DRAWN BY: RJK DATE: 04/07/04 SCALE: NTS DWG.R DESIGN ENGINEER: Degrees = ±1/2* CHECKED Bl': SH DATE: 03/03/0 SHEET 3 OF 3 SIZE L ' SCOTT HAMILTON, P.E. Unless Stcted Otherwise FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES. DWG. NO.: 103287 VER: M-D i 4 3 2 1 4 3 - 2 1 CLOPAY MODELS 94, 84A, 93, 98, 4F, HOLMES MODEL 48 SHEET, REVISIONS 2 OF 3 REV. NO. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION 06 - - - - SEE REVISION HISTORY ON SHEET ONE. d D r- 2" THICK p HORIZONTAL (TOP) JAMB (NO LOAD FROM DOOR) JAMB TO SUPPORTING STRUCTURE ATTACHMENT T� i. ANLL THE LOAD FROM THE DOOR 1S TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO ji; THE 2x6 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS 12 GA GALV, STEEL TOP ROLLER BRACKET TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. �(2-1/2" x 5-3/8"). EACH BRACKET ATTACHED 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF t243 LB do -279 LB. PER LINEAR FASTENER 3 FOOT OF MB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A ADJ(USTAB E6SLIDE ATTACHED/8" SHEET ATOSTOP BRACKET TYPE FLUSH MOUNTING SURFACE. WITH (2) 1/4"xl/2" BOLTS AND NUTS PER 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE BRACKET. LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. MAX. O.C. SHIP LAP JOINTS. PREPARATION OF JAMBS BY OTHERS 24 GA. (0.022" MIN. THICK) DDS STEEL 14 GA. GALV. STEEL END HINGE. EACH FASTENED NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL SKIN (MIN. YIELD 36,065 PSI) WITH G-40 TO END STILES W/(4) #14x5/8" SHEET METAL C BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE GALVANIZING, BAKED-ON PRIMER AND A SCREWS & (4) 1/4" SELF TAPPING SCREWS. 2x6 VERTICAL JAMB BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING BAKED-ON POLYESTER PAINTED TOP COAT p CODES FOR THE LOADS LISTED ON THIS DRAWING, APPLIED TO BOTH SIDES OF STEEL SKIN. -' t 1 VIEW "D" 3" TALL x 20 GA. GALV. STEEL U-BAR (SEE 3" TALL 50 KSI U-BAR VIEW "D"). EACH SECTION HAS (2) U-BARS EACH 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 20 GA. GALV. STEEL_ U-BAR ATTACHED WITH 1/4" SELF TAPPING (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) SCREWS. (2) SCREWS AT EACH END AND r MAXIMUM � 3INTERMEDIATE STILE LOCATION. ; s DN-CENTER DISTANCE STEEL- 1-7/8" BETWEEN WASHERS BUILDING TYPE FASTENER TYPE FASTENERSIK REQUIRED `) HOLLOW CMU BLOCK WALL 1/4' x I' MIN. EMBED TAPCON CONCRETE ANCHOR, MIN, EDGE DIST. 2' 5 3/4' 1' D.D. 13 GA. GALV_ STEEL BOTTOM 2000 PSI MIN. CONCRETE 1/4' x 1-1/2' MIN. EMBED TAPCON CONCRETE ANCHOR, MIN. EDGE DIST. I-1/4' 15 I/4' 1' 11.1). ALUMINUM EXTRUSION & BRACKET ATTACHED WITH 2 i VINYL WEATHERSTRIP. ( ) ; B 4000 PSI MIN. CONCRETE 1/4' x 1-1/2' MIN. EMBED TAPCON CONCRETE ANCHOR, MIN. EDGE DIST. 1-1/4" 22" 1" D.D. #14x5/8" SHEET METAL SCREWS. 5000 PSI MIN. CONCRETE 1/4' x I-1/2' MIN. EMBED TAPCON CONCRETE ANCHOR, MIN. EDGE DIST. 1-1/4' 24' 1- O.D. SECTION A—A (SIDE VIEW) 1 2000 PSI MIN. CONCRETE 3/8' X 1-3/4' MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR 20 3/4' INCLUDED 4000 PSI MIN. CONCRETE 3/8' X 1-3/4' MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR 24' INCLUDED I WOOD FRAME (SYP 0.55 SG) 1/2' x 3' LAG SCREW (ASTM A307, GRADE A) 1-5/8' EMBED INTO STRUCTURE 22 1/4' 1" D.D. + FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH ! •• AS THE DOOR OPENING. • • CWPAY DQES yqT SUPPLY JAMB ATTACHMENT FASTENERS. ` • MI MUM DSTANCEeBETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK 2-1/2" UNLESS OTHERWISE NOTED, EXCLUDING STUCCO THICKNESS. • � +} Q ` r �...,• . • • •� • • MANUFACTURING PRODUCT CODE ••••• N 69 PRODUCT REVISED :"r. •• PAN-2F143 a • • as complying with the Florida a •••••• •• Building Code DESIGN LOADS: +54.0 P.S.F. & —62.0 P.S.F. • . PART NO.: N/A NOA-No. 16-0531.05 i A t •••••1•� • $TAT Unless Stated Otherwise CID 8585 Duke Boulevard WINDLOAD RATING € {�•�• ry Tel. No 51 -770 USA \ / P 5 4 •. r. " '•• �,: ; Expiration to 09/15/2021 TOLERANCES are R• y Tel. n. H 45040 USA �/ z • r�• 800 0 R 1•� ••`��`j I 0 1.031 Buildng Products Compolry Fox No. 513-770-4853 ...... •'e�s ..•••' •��• BY ••Iss�O�Jp�E�C��— Miam a Product Control _00 = f.015 DESCRIPTION: STEEL PAN DOOR UP TO 9W +54/-62 PSF.000 - f.005 0000 = f.001 DRAWN BY: RJK DATE: 04/07/o SCALE: NTS DWG. R DESIGN ENGINEER: Degrees = ±1/2* CHECKED BY; SH DATE: 03/03/0 SHEET 2 OF 3 SIZE L SCOTT HAMILTON, P.E. unless Stated Otherwise I FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES. DWG. NO.: 103287 VER: M-D 4 3 2 1 I f i