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RC-07-3077 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit Number: RC-1-07-3077 Owner Address: Invoice Number: RC-1-07-27153 9100 N MIAMI AVE Applicant: FRANCISQUE NOEL N MIAMI, FL 33150-2263 Company Name: Job Address: 9100 MIAMI Avenue N Miami Shores Village, FL 33138- Date Payment Type Check Number Amount Change Tuesday, June 19, 2007 06/19/2007 Check 5387 $125.35 $0.00 Total Payment: $125.35 Page 1 of 1 Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit Permit Status:APPROVED Issue Date: 1/3/2007 Expires: 07/02/2007 Permit Number: RC-1-07-3077 Owner's Name: FRANCISQUE NOEL one: Permit Type: Residential Construction Parcel#: 1131010140040 Work Classification: Garage Door Block: Lot: Job Address: 9100 MIAMI Avenue N Section: PB: Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor Total Square Feet: 0 ADVANCED GARAGE DOOR, LLC Yes Total Valuation: $ 1,340.00 Re uired Inspections Additional Information Final Type of Construction:garage Door Occupancy:Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted:Yes Certificate Status: Certificate Date: Additional Info: Bond Retum: Classification:Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $1.20 RC-1-07-27153 $125.35 Education Surcharge $0.40 Total: Notary Fee $5.00 Permit Fee-New Construction $110.00 JAN 0 9 PAID Scanning Fee $6.00 Technology Fee $2.75 Total: $125.35 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES. Applicant Signature Miami Shores Village � � Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 BUILDINGPermit No. 01" �� PERMIT APPLICATION JAN 0 2 2007 IMCMIEVMlaster Permit No. FBC 2004 ---------- Permit Type(circle)• Building Electrical Plumbing Mechanical Roofing Owner's Name(Fee Sim er) FFY mo(Z tL e. N a%t Phone# Owner's Address Woo A)atr k- AAta!&. c A U e.Uu-@ City 4t'Gtu&t 6 LQPe S State Fla r ( a Zip 3 3 tso Tenant/Lessee Name Phone# Job Address(where the work.is being done) 9160 tV O ri (a-u.li 4 V e Qu 1Q City Miami Shores Village County Miami-Dade Zip FOLIO/PARCEL# /1—3/61 — d N--06 IV0 Is Building Historically Designated YES NO 1/ Contractor's Company Name 46V aoic e- 64ina e -Ibor 4C. Phone# 3 O e S x1-7 a!/3 Contractor's Address /oj(E S<f JAJ w 3$ V C U c t Q City 6j>Q . tOGtzQ !! State l Zip 3.305-q14 Qualifier Name (ct • <Q 4-.)�O S .Phone# 365'"641-7-afI3 State Certificate or Registration No. L o P-gpetency No. p,S'/35 D Q�f•�!d Architect/Engineer's Name(if applicable) Phone# Value of Work For this Permit$ l 3 41 tD Square/Linear Footage Of Work: Type of Wo , JaV ftw-QU4 13@Wteration New 9"'Repair/Replace ❑Demolition Describe Work: J Submittal Fee$ Permit Fee$ CCF$ CvO�/CC Notary$ Training/Education Fee$ "tCJ Technology Fee$ Scanning$ Radon$ DPBR$ Zoning$ Bond$ Code Enforcement$ Double Fee$ Structural Review.$ Total Fee Now Due$ 1 •L.A See Reverse side C. S3 ID 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 NO'T'ICE 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this P ?� . e foregoing instrument was acknowledged before me this day of VCC. ,20�ty Fr- lgq(JCG 1 -` day of '�+'� .20�,by who is personally known tome or who has produced . YAW 1 ZLwho is personally known tome or who has produced 14-ft-Z46'- 13-3n''6 As identification and who did take an th. as identification and who did take an oath. NOTARY PUBLIC: 0 5 NOTARY PUBLIC: �-3 Z C,)Llv& 7 77 014; Sign: `� S'• ° Sign: KUtQOE1/ Print: ,VIfCc Ll3 Print: own ft.Jum ��•aTA�� 1 M CommissiMM"am EXPRM My Commission Expires: _ Y &3-ft APPLICATION APPROVED BY: 1 6 Plans Examiner Engineer Zoning (Revised 02/08/06) T, L. E C� INC. JAN 0 2 200 TILLIT TESTING & ENGINEERING COMPANY BY:Q] ---- WALTER A.TILLIT,JR-,P.E. tilteco@aol.com 0"67 FL P.E.License No.44167 December 15, 2006 FL E.B.License No.0006719 Village of Miami Shores Building & Zoning Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Contractor: Advanced Garage Door LLC. Job Address: 9100 N. Miami Avenue Miami Shores, Florida, 33150 CITI Owner's name: Francisque Noel Subject: Installation of Garage Door Dear Sirs : 6 , 1 hereby attest that to the best of my knowledge, belief,and professional judgemen he review of the above mentioned building's configuration, provided to this office by the contractor,indicates that the maximum design pressure rating for the subject job is : - Design Pressure Rating : + 41.1, -46.0 p.s.f. This design load has been determined based on section 1620 of the 2004 Edition of the Florida Building Code, fora : -Building's mean roof height of: + 14'— 1- ••• • •• "' •' -Wimdwelocity afltl exposure: 146 MPH, Exposure"C" •••••• •••• • • •• -Wind zone: k*erior Zone ...... .. . .. .. • • ..... . .. ...... ••• •• -RgI "Mipg opgtlMof building within the lowest 60'of building's elevation protected for impact beyond the •• •; on25t.bvered dV111s permit:Yes (Field Verify) Thsrafo4 max1ffi*UM*door span and maximum anchor spacing for a given type of installation shall be • ••• detefmined as perschedules shown on: Applicable Miami Dade County Approved Drawing. If I can be of further service, please do not hesitate to call. Very truly yours, Walter A: President WATtfp D:ITILTECO\WINDLOAD.06MAMI SHORES.ADVANCED GARAGE DOOR.667 6355 N.W. 36th Street, Suite 305, Miami, Florida.33166 -Phone: (305) 871-1530 -Fax: (305) 871-1531 Florida Building Code Online Pagel of 5 y �W0� SCIS Home 1 Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff 13- Product Approval USER: Public User v Product Approval Menu > Product or Application Search > Application Lit>Application Detail FL # FL4913 Application Type New Code Version 2004 xl r Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company ° Address/Phone/Email 8585 Duke Blvd. ® Mason, OH 45040 (513) 770-6062 mwesterfield@clopay.com ,a ,, eAuthorized Signature Scott Hamilton +� shamilton@clopay.com •...p;. 4� ' ,441 • Technical Representative Address/Phone/Emall :Quality Assurance Representative .Address/Phone/Email ...... . ... ...... .... . Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Regi: Licensed Florida Professional Engineer Evaluation Report - Hardcopy ReCE Florida Engineer or Architect Name Gary Pfuehler who developed the Evaluation Report Florida License PE-49850 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtKaHgb3dx8w... 8/18/2006 Florida Building Code Online Page 2 of 5 Quality Assurance Entity Intertek Testing Services NA Inc Validated By John E. Scates, PE Certificate of Independence Referenced Standard and Year (of Standard Standard) ANSI/DASMA 108 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code FBC 1625 FBC 1626 FBC 1714.5.3.1 FBC 1714.5.3.1 Product Approval Method Method 1 Option D Date Submitted 07/27/2005 Date Validated 08/11/2005 Date Pending FBC Approval 08/13/2005 •• ,Date Approved 08/24/2005 0000.. 000 0 0000 0000.0 0000 . •. :.:. Summary of Products L # Model, Number or Name Description 0000. . .. .... "' "" �" 4913.1 W7-09: 84A, 94, 98, H94, Steel Pan (min. 24 ga.) Si 0000.. X00• 0000:00 48, 4F, 4RST, H4ST wide) WINDCODE® W7 G 0:0•.• 0000.. •••• Limits of Use (See Other) Installation Instruction • • • Approved for use in HVHZ: Verified By: . . . ***see •••' Approved for use outside HVHZ: Evaluation Reports •" Impact Resistant: PTID 4913 T 4300W8-C Design Pressure: +/- PTID 4913 T 4300W8-1 Other: 1) DESIGN PRESSURES +42/-48 PSF 2) PTID 4913 T 4300W8-1 DESIGN WIND SPEED MAX 145 MPH 3) FOR USE PTID 4913 T 94W7-09- INSIDE AND OUTSIDE THE HIGH VELOCITY PTID 4913T 94W7-16- HURRICANE ZONE. PTID 4913 T 94W7-18- PTID 4913 T 94W8-09- PTID 4913 T 94W8-16- PTID 4913 T 94W9-09- PTID_4913 T FPA___ResM http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtKaHgb3 dx8w... 8/18/2006 Florida Building Code Online Page 3 of 5 PTLD 49.13 T I_n..staliatioi EPS.pdf PTID 4913 T Installatio.i Shi laap Pan Ddf PTID 4913 T Instailatioi WINDCODE(R).pdf 4913.2 W7-16: 84A, 94, 98, H94, Steel Pan (min. 24 ga.) D 1148, 4F, 4RST, H4ST, 120R 16'2" wide) WINDCODEO Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) DESIGN PRESSURES +42/-48 PSF 2) DESIGN WIND SPEED MAX 145 MPH 3) FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 4913.3 W7-18: 84A, 94, 98, H94, Steel Pan (min. 24 ga.) 1i 1148, 4F, 4RST, 1­14ST WINDCODE® W7 Garage Limits of Use (See Other) Installation Instruction Approved for use In HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) DESIGN PRESSURES +42/-46 PSF 2) DESIGN WIND SPEED MAX 145 MPH 3) FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 4913.4 W8-09: 4400, 4401, HDG, Double-skin Insulated (ex ;�••�; 0 ••• : HDGL, 4300, 4310, 4301, interior skin 27 ga. min.) • "'• 66, 67, 68, H400, H401, wide) WINDCODE® W8 G 0000.. 0000 . • H300, H310, H301 0000 0:000. .. .. Limits of Use (See Other) Installation Instruction ••••• •• •••• Approved for use In HVHZ: Verified By: ••••• :00 ••• ••• Approved for use outside HVHZ: Evaluation Reports • •.•• "' 0000.. Impact Resistant: 0000 Design Pressure: +/- ••�•�� 000• Other: 1) DESIGN PRESSURES +48/-60 PSF 2) 0000.. 080000 000& ••• DESIGN WIND SPEED MAX 145 MPH 3) FOR USE 0000.• INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 4913.5 F48, -09: 84A, 94, 98, H94, Steel Pan (min. 24 ga.) Si 4F, 4RST, H4ST, 120R wide) WINDCODE® W8 G Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtKaHgb3dx8w... 8/18/2006 Florida Building Code Online Page 4 of 5 Other: 1) DESIGN PRESSURES +46/-50 PSF 2) DESIGN WIND SPEED MAX 145 MPH 3) FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 4913.6 W8-16: 4400, 4401, HDG, Double-skin Insulated (ex HDGL, 4300, 4310, 4301, interior skin 27 ga. min.) 66, 67, 68, H400, H401, 16'2" wide) WINDCODE® H300, H310, H301 Limits of Use (See Other) Installation Instruction Approved for use In HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) DESIGN PRESSURES +46.6/-52 PSF 2) DESIGN WIND SPEED MAX 145 MPH 3) FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 4913.7 W8-16: 84A, 94, 98, H94, Steel Pan (min. 24 ga.) D 48, 4F, 4RST, 1­14ST 16'2" wide) WINDCODE® Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) DESIGN PRESSURES +46.6/-52 PSF 2) DESIGN WIND SPEED MAX 145 MPH 3) FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 4913.8 W8-18: 4400, 4401, HDG, Double-skin Insulated (ex • •" HDGL, 4300, 4310, 4301, interior skin 27 ga. min.) 0000.. 66, 67, 68, H400, H401, 18'2" wide) WINDCODE® 0000.. 0000 . • H300, H310, H301 . 0000 . .... .. •. Limits of Use (See Other) Installation Instruction ••••• •• •••• Approved for use in HVHZ: Verified By: . . ••••• 0••••0 ."' Approved for use outside HVHZ: Evaluation Reports • 0 "' Impact Resistant: 0000.. 0000 000000 0�: Design Pressure: +/- •� 000.0; Other: 1) DESIGN PRESSURES +46/-50 PSF 2) 00000 .... DESIGN WIND SPEED MAX 145 MPH 3) FOR USE 0000.' INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 4913.9 W9-09: 93, 84A, 94, 98, Steel Pan (min. 24 ga.) Si H93, H94, 4F, 4RST, H4ST, wide) WINDCODE@ W9 G 48 Limits of Use (See Other) Installation Instruction Approved for use In HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtKaHgb3dx8w... 8/18/2006 Florida Building Code Online Page 5 of 5 Design Pressure: +/- Other: 1) DESIGN PRESSURES +57/-67 PSF 2) DESIGN WIND SPEED MAX 145 MPH 3) FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Suncom 277-1824,Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved. Copyright and Discl, Product Approval Accepts: IFNI m .0000• • • • • 0000•• 0000 • • 0 • 0000•• • 0.000• •• • 00 •• •••0• • •• 0000•• • • 0000• ••0• 0000 • • • • • • 0000 0000 •••••• • • • 000006 • •••00• • 0000•• • 0000•• 0 • • 0 • •• • • • •00000 000• • • • 00•• http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtKaHgb3dx8w... 8/18/2006 EVALUATION ENTITY MANUFACTURER Gary Pfuehler,P.E. Product Evaluation Report Clopay Building Products Company 5665 Green Oak Court for Florida DCA 8585 Duke Blvd. Fairfield,OH 45014 Mason,OH 45040 Evaluation Report# 94W8-16 513.770.4800 Statement of Compliance: The Clopay Building Products Company sectional doors as described on the drawings listed below meet the design and test pressures shown.Based on the testing and rational analysis detailed below,this product is evaluated to be in compliance with the following provisions of the Florida Building Code: 11 Outside the HVHZ: Wind Loads(tested in compliance with FBC 1714.5.3.1,ref.ANSI/DASMA 108 or TAS 202) IN Inside the HVHZ:Wind Loads for HVHZ(tested in compliance with FBC 1714.5.3.1,ref.TAS 202), 1625 Cyclic Tests for HVHZ(ref.TAS 203), 1626 Impact Tests for HVHZ(ref.TAS 20 1) Description of Product: Steel Pan(min.24 ga.)Double Car(9'2"to 16'2"wide)WINDCODE W8 Garage Door Design Pressures:+46.6/-52 Test Pressures:+70/-78 Specific Models and Technical Documentation: Model Test Report Drawing No. Comments 84AW8,94W8, HETI 95-407 101300-Rev10 Low head room track approved per HETI-03-1340. 98W8,H94W8 HETI 95-408 48W8 HETI 95-407 102066-Rev04 Low head room track approved per HETI-03-1340. HETI 95-408 4RSTW8,4FW8, HETI 95-407 102160-Rev06 Low head room track approved per HETI-03-1340. H4STW8 HETI 95-408 Installation requirements:Installation must be in accordance with manufacturer's installation instructions. Limitations and conditions of use:Jambs,lintels,sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing referenced above. Certification of Independence of Evaluation Entity:I hereby certify that(1)I have no financial interest in Clopay Building Products Company;(2)I am an independent licensed Professional Engineer in the State of Florida;and(3)I comply with the criteria of independence as stated in 911-72.110 F.A.C. Signature: �. Gary Pfuehlr,P.E. Florida P.E.No.49850 0000 • 0000•. 0000 . • •0.490 000••. 09 9 90 .• •0004 0 90 ..9.90 0000. 0000 0000 • • 0 • 9 0 0000 0090 0000., . 9 0. 9.9 0 .....0 0000.. 0 •00•.9 .00944 •040 0 . FLOO [SODA PRODUCT UC T QPG° ROMQL 491307 F°-E:94w8-16.REvo4 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • MODELS 84A. 94, 98, H 4 • • • • • • • • • • aEVISIW+ scR Ilbl 2x6 (MIN) JAMB TO S(NPPORI+#N© =CTURF•'AT?ACHMENT PAGE 2 OF 2 l 01 SEE REVISION HISTORY ON SHEET ONE 1)ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2.6 VERTICAL JAMBS(GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL JAMB HORIZONTAL(TOP)JAMB. 2)EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF6472.6 LBok-416 L6.a LINEAR**T OF". (NO LOAD FROM DOOR) 3)ALL JAMB FASTENERS MAY BE(BUT NOT REQUIRED)q"MRSL:K TR PN�WD&A WUS•MO•NTING SVRF'ACE. 4)2xB JAMBS MAY BE USED WITH 3'TRACK. • ••• • • • • •• • WOOD FRAME BUILDINGS ____''•` • • • • •• • • STUD WALLS OF DOOR OPENING SHALL BE FRAME N L�SY •(3y 2z:ow-wm• TREATED GRADE @2 OR BETTER WOOD STUD OF A SSTTRRESS GRAD NOT LE55 1200 PSI NOMINAL FASTENER EN� END SLIDE BOLT EXTREME FIBER STRESS IN BENDING (F°). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS TYPE LOCK ENGAGES AND IN ACCORDANCE WITH SFBC SECTION 2905.1. INTER. MIN. No. STILE LOCK STILE INTO VERTICAL BLOCK WALL OR CONCRETE OF FASTENERS BAR TRACK.ONE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. PER VERTICAL OUTSIDE GUIDE LOCK ON BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH g5 BAR EXTENDING JAMB HANDLE EACH SIDE INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS OF DOOR. TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE INSIDE SID 80 T MAX. O.C. LOCK BAR LOCK OPTION DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2. 2x6(MIN)VERTICAL ENGAGES IN CONFORMS TO SFBC 3603.2 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT JAMB OUTSIDE E KFD LOCK TRACK ING EACH SION DE (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) LOCK BAR LOCKOF R. MAXIMUM CONFORMS TO SFBC 3603.2 ON-CENTER DISTANCE BETWEEN ODERI LAG B TYPE FASTENER TYPE FASTENERS SNAP LATCH ENGAGES AME7 A 1 ONTO VERTICAL TRACK. ®BLOCK WALL OR CONCRETE 7 4 x 1-3 4 MW.EMBED T N CONCRETE ANCHOR 10 ONE SNAP LATCH ON OCK W OR R x 1- 4 MN EYB D WL- XP ION 7 RI 1 EACH SIDE OF DOOR. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCANCHK:3,EXBOLTCLUDING STUCCO THICKNESS. INTER. STILE •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. ®CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. JAMB CONFIGURATION OUTSIDE KEYED END 1"DOOR OVERLAP(EACH SIDE) STOP MOULDING BY DOOR INSTALLER(TO SUIT) STD. HEIGHT MODELS HANDLE STILE 16 GA GALV.STEEL PAINTED END STILE DOORS UP TO B 0 HIGH _ 2x6 WOOD JAMB 18 GA GALV STEEL DOUBLE END STILE INSIDE HANDLE SEE JAMB PREPARATION DLTrcIDE KEYED LOCK ATE•ABOVE 20 GA GALV.STEEL NAER.STILE SNAP LATCH LOCK OPTION 12 CA MIN.GA LV STEEL CONTINUOUS CONFORMS TO SFBC 3603.2 ANGLE FASTENED TO W000 JAMB MUM =5/8•LAC SCREWS JAMB PREPARATION NOTE NOT 70 EXCEED t4 C.CONTINUOUS 7/16"I.D.ROUND78 GA GALV.STEEL CENTER HI E ANGLE MAY BE NOICHEO OIJT AT JAMB pUSH NUT FASTEN!R�FlSTENEEDp TO IMER.STILES W/(q EACH CONTINUOUS AM TRACK SHALL BE FASTENED TO PRESSURE TO STRUCTURE ATTACHMENT POINTS, EACH P14x5/8'SHEET METAL EWS. TREATED 2x6 YELLOW PINE WOOD JAMBS WITH 5/18•x7-$/8"LAG SCREWS 2'MIN,GAL%STEEL TRACK FASTENED 14 GA.GALV.STEEL ROLLER HINGES (12) LAG SCREWS PER SIDE UP TO 7'0"HIGH AND(13) LAG SCREWS PER TO 12 GA.MINGALV STEEL TRACK CUPS. FASTENED TO END STILES W 4 EACH SIDE UP TO B'0'HIGH).THE METHOD OF ATTACHMENT TO THE SUPPORTING TRACK ATTACHED TO EACH CUP 14x//lr SHEEP METAL AND STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMBS SHALL BE WITH 7W0 1/4.5/8 BOLTS 8 NUTS 2)1/4•SELF TAPPING SCREWS PER END HINGE. APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN THIS R MEETS THE REQUIR M OF THE EACH TRACK CUP ATTACKED TO 2"MIN.DIA LONG STEM, 10 BALL.STEEL ROLLER. ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON LARGE MISSILE IMPACT AND CYCLIC TESTING. CONTINUOUS ANGLE WITH ENDBOF URT ROLLER STEM THREADED FOR THIS DRAWING OR AS SHOWN ON PAGE 4 OF THIS DRAWING. PREPARATION (2) 1/4•DIA RIVETS PER CLIP. EOF JAMBS BY OTHERS. THIS DOOR MEETS OR EXCEEDS THE DESIGN ALL MOUNTING OF TRACK,ANGLES, HORIZONTAL TRACK SUPPORTS,AND ALL LOADS FOR THE WIND SPEEDS LISTED BELOW JAMB CONFIGURATION OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION ACCORDING TO THE FLORIDA BLDG.CODE EXTENDED HEIGHT MODELS INSTRUCTIONS SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. OR IBCCONDITIONS. )ENCLOSED BUTHE ILDING,2)DOOR 1•DOOR OVERLAP(EACH SIDE) DOORS UP TO 12'0" HIGH HAS IT OF WIDTH C BUILDING'S END ZONE, 2x8 WOOD JAMB STOP MOULDING BY DOOR INSTALLER(TO SUIT) NM: SUPPORTING STRUCTURAL 3 IMPORTANCE FACTOR OF 1.0 4 ANY 76 GA GALV.STEEL PANTED END STILE ELEMENTS SHALL BE DESIGNED BY A AV SLOPE AND 5 509 SAF�A1')FACTOR. SEE"JAMB PREPARATION REGISTERED PROFESSIONAL ENGINEER NOTE"ABOVE 18 Gk GAIN.STEEL DOUBLE 20 GA GALV.STEEL INTER.STILE FOR WIND LOADS SHOWN ON THIS WIND SPEED MPH S 140150 150 END STILE DRAWING. EXPOSURE LEVEL B 0- 30' 2$' C 6 C 1-5/8'x 2-3/6'MIN.x.060'TAPERED ANGLE. MEAN ROOF HEIGHT 30' SEE LAG BOLT MOUNTING DESIGN LOADS:+46.6 P.S.F.&-52.0 P.S.F. AT TRACK CONFIGURATION 7/16'ROUND PUSHNUT 18 GA GALV.STEEL CENTER HINGE FASTENED MARK W�WESTERFIELD.P.E. TEST LOADS:+70.0 P.S.F.$-78.0 P.S.F. `,6 INSTALLED ON EACH TO INTER.STILES W 4)EACH®14x$/8" FLORIDA REGISARATiON No.48496 ROLLER SHAFT. SHEET METAL SCREWS. TOLERANCES .oO- 1.0.1 SME P,& wIx SRE .101"THICK 3'GALV.STEEL TRACK ATTACHED FA TE D Tb STEEL ROLLER HI CES Clop!uYs Stab 0 . .o- 3.Ot6 NOTED TO TAPERED ANGLE.TRACK ATTACHED FASTENED TO END STILES W/(4 EACH a 1.007 2 OF 2 16'2•W z 12'0•H 14x5/B•SHEET METAL SCR AND MODELS 640.94,98 TD TAPERED ANGLE WITH ONE 1/4'xS/8• 2) 1/4'SELF TAPPING SCREWS PER ENO HINGE. 069—- *1/z 2/1$/95 DE=PTIpIY BOLT&NUT AT EACH MOUNTING SLOT, CLOPAY BUILDING PRODUCTS IIRAVN ITY- www 16'2'W: +46.6, -$2 PSF 3'DIA 8-1/2•LONG STEM BALL BEARING STE0.ROLLER. B u i I d i n P rod9858$ DUKE BLVD. 6RAVIMG M111BER vEw COOh MASON,OHIO 45040 ��BY' Ci'1 B 107300 FpA IGLOO M DDA PRODUCT UC T APPR VALE 491 3A7 • • • • • • . • • • STILET • • • PAGE 1 OF 2 REV DESCRIPTIDN MOD 8 - 94. 8. H 4 5 11/2000 REV. ON PAGE 2 DOOR• • 11'0 18 • • • END WOES o1L• • 00 WIDTH • AWTTITH PA T -oCTt'o°sysrgw • 6 9/2003 ADDED LHR OPTION INTERMEDIATE-L- ARE ATTACHED w/ TO 91 7 11 2003 ADD 38 KSI MIN. SKIN YIELD PATENTED TOG-L-LOC SYSTEM(TOP& 1 /8 GA PAINTED END STILES ATTACHED TO DOOR / BOT)AND URETHANE ADHESIVE(ALONG 1 T SKIN WITH PATENTED TOG-L-IAC SYSTEM 8 02/2004 ADDED EXT HGT MODEL CENTER).SEE TABLE FOR NUMBER OF 14 TO 1 1 8 (TOP.BOTTOM&CENTER). STIL" LEO. 1 To 1 z • • •• ••• 9 02/2005 ADDED M/N 98 r•—•+►A • • • • • • • ®14 /e SHEET METAL SCREWS 10 07/2005 UPDATED CODE REF. ° Y THICK y� • MEW•0• ° � 'F VIEW 4 I 1/4'x3/4•SELF I$ TAP PIN SCRENS. \ 12 GA.CALV.STEEL TOP R=4j BRACKET. 14 .e NO HIN J'e 18 .e I RMFDe MIN \ EACH BRACKET ATTACHED W 4 814x5/@' SHEET METAL SCREWS.ADJ SLIDE ATTACHED LOOK vos�(80TH S� vlEw c TO TOP BRACKET WITH(2) 1/4'x1/2'BOLTS AND 8 TWO Fop1r LOGtDS HAS!LEEK NUTS PER BRACKET. O sw�m,0< OF 24 GA MIN. G-90 (OR EQUIVALENT)STEEL 6' 444 B/e' � EXTERIOR SKIN,WITH BAKED-ON PRIMER p �FORCED D00R,—ROPI1 AND A BAKED-ON POLYESTER PAINTED TOP 2_7/q• F OUIWoe Ktvm LOOK uID COAT APPUED TO BOTH SIDES OF SKIN. DSIUE SUOE BOLT LOOK t O'TKWS(SEE uT�O FAGt YIELD STRENGTH 38 KSI(MIN.) --I 5/e•(TMP,) Lm FOR W.S). SHIP LAP JOINTS. 6 •C-CHANNEL L•_•y 14 GA.GALV.ROLLER HINGE. 16 GA GALV.STEEL A OPTIONAL OUTSIDE KEYED LOCK PRION I (2)UKT TOP exMct4:ls USED A e ER 00E BPACxIT. EACH HINGE FASTENED TO END MAX.DOOR WIDTH IW-2•. Ixr.Hr.EEOD05 USE(1)1-w ROLLED CAmI¢R(P/N 0120394) _STILES W/(4)814x5/8'SHEET METAL LOCATION OF OPTIONAL VENTS INSID EI NATIONS AND(4) 1/4x3/4•SELF TAPPING SCREWS. AREA OF VENTS NOT TO EXCEED (SEE MEW•6-) 80 s0.mNCXEs BETW$F,N SOLES® TRACK CONFIGURATION INCM Do. EXTENDED HEIGHT MODELS H94. 98 CENTER HANG REOLARED FOR P p .DQORS UP TO 12'0" HIGH DOORS OVER 8'HIGH ONE 6'TALL C-CHANNEL PER DOOR SECTION.(SEE VIEW V) C-CHANNEL ATTACHED AT EACH STILE LOCATION WITH (1)1/4'x3/4'SELF TAPPING SCREW. DOOR NUMBER OF LHR TOP BRACKET HEIGHT SECTIONS' DOUBLE HORIZONTAL 4 1-1/4•WIDE x 16 GA QALY.STRAP. (7)PER 71'0'- TRK Llaa T�BRACKET TR GAIN,TAPERED STEEL TRACK AND ANGLE, DOOR SECTION,EXCEPT((8 TO 1 8 ufAS4JD, (20 TRACK THICKNESS;,101'.ANGLE THICKNESS;,OBD• HORIZONTAL TRACK SECTION(SEE INSIDE ELEVATIONST. EACH RAPS ON 2S RAP ATTACHED i 9 TO 1 7 f/4•x1 4'SELF SUPPORT BY DOOR (TWO •-SECTIONS ME EITHER 18*OR 21•HIGH Te 8011EK9 VERTICAL HORIZONTAL TRACK 14'MAXIWY$PACING WALLER(TO SUIT) WITHSCR (3)WS TO DOOR. SELF TAPPING SCREW TO C�CEWS(TW DOUBLE TReCK JUNCTION.TW0 1/4'BOLTS FROM LAST MOUNTING LOW HEADROOM OPTION &NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION 13 GA GALV.STEEL BOTTOM BRACKET. TRACK CONFlGURATION ATTACHED WITH(2)�t4x5/8•SHEET METAL SCREWS. STD HEIGHT MODIFsTI S W. 94 98 ggx ADDITIONAL MOUNTING SLOTS DQORS UP TD 80' HIGH 8 SPACED AT 12•CENTERS. DOOR VERTICAL ALUMINUM EXTRUSION&VINYL WEATHERSTRIP HORIZONTAL TRACK SUPPORT BY 8 HEIGHT TRACK LENGTH SECTION A-A(SID VIEW) DOOR INSTALLER(TO SUIT) E DOOR COUNTERBALANCE SYSTEM 4— 12 ON CENTER 1 132 THIS DOOR ME THE REQUIREMENTS OF THE LARGE MISSILE IMPACT AND CYCLIC TESTING. 12 GA GALV.STEEL CONTINUOUS 34• A'TRACK BOLT AND NUT AT EACH THIS DOOR MEETS OR EXCEEDS THE DESIGN 1-5/8'x 2-3/8•ANGLE. MOUNTING SLOT LOCATION. LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA 8LDG.CODE DR IBC(ASCE7)FOR THE FOLLOWING 76'(7'rH&8'0'H DOORS ONLY) 22' CONDITIONS: 1) ENCLOSED BUILDING,2)DOOR HAS 2'OF WIDTH IN BUILDING'S END ZONE, TRACK CONFIGURATION 3)IMPORTANCE FACTOR OF 1.0 4)ANY 88 63' H'E IST •L• ROOF SLOPE AND 5 SOY.SAF�T!FACTOR. O 1-0 � 10• WIND SPEED MPH S 140 150 150 2•GALV.STEEL TRACK. 7- 3-1/2' ONE 5/18 x 1-5/8'LAG SCREW SPACED AT THE SAME EXPOSURE LEVEL B or C B C 1• TRACT(THICKNE55:.083• ... ....... DISTANCES AS THE TRACK BOLTS(LE 3-1/2', TV%2Z•,34•. MEAN ROOF HEIGM 30' 30' 25' 46•.ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16•.28•,& O 3r40'FROM BOTTOM. ALSO TWO LAG SCREWS LOCATED ABOVE DESIGN ENGINEER DESIGN LOADS:+46.6 P.S.F.&-52.0 P.S.F. 9 VERTICAL/HORMONTAL TRACK JUNCTION. MARK W.WESTERFIELD.P.E. TEST N LOS:+70.0 P.S.F.ffi-76.0 P.S.F. 24' ® FLORIDA REGISTRATION No.48495 TMP. TRACK S. GALV, Clopay ,TOLERANCES .00. t.03 seALE. PAGE�1 OF 2 NwL s1EE STEEL TRACK CLIPS• INIea Stotae ouen4r. .000. 1.015 NOTED 16'2'W x 12'D'H j!!,CKDISTANCE FROM BOTTOM OF VERTICAL pegrem. tI/2' 2/15/95 DESER1PT— MODELS 84A. 94,98 10• TRACK TO EACH OM CLIP 15: F VERT. GOOD. t.007 DATE. 3-1/2' 10• 24' 38',50•.63',AND DRAVN BY. i6'21Y; +46.6, -52 PSF 76•(7.6 &8'0•H DOORS ONLY) CLOPAY BUILDING PRODUCTS MWW O"NE 5/C1UpxI-5/8•LAG SCREW PER Building Products 8585 DUKE BLVD. CI4;CItED 8Y. 1KmVING KIR1BEk VEF Ci o m 4 n MASON,OHIO 45040 B 101300 FPA P LOO RMA PRODUCT T GAPPROVAL 499 3DD