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WS-10-204Inspection Number: INSP- 140538 Permit Number: WS -2 -10 -204 Scheduled Inspection Date: June 24, 2010 Inspector: Bruhn, Norman Owner: BRUCE, JON AND KIMBERLY Job Address: 1113 NE 98 Street Project: <NONE> June 23, 2010 Miami Shores, FL Contractor: JB GARAGE DOORS INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Passed ,- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 135255. No Access For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132050180260 Phone: (305)751 -3642 Page 2 of 18 Owner Information Miami Shores Village 10050 N.E. 2nd Avenue , Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Contractor(s) JB GARAGE DOORS INC Phone Cell Phone (305)751 -3642 Fees Due CCF CCF Education Surcharge Education Surcharge Permit Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Technology Fee Total: Amount $0.60 $0.60 $0.20 $0.20 $110.00 $6.00 $50.00 ($50.00) $0.80 $0.80 $119.20 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy 1113 98 Street Miami Shores, FL 1132050180260 Block: Lot: EMILY HINES Phone EMILY HINES 1113 NE 98 ST MIAMI SHORES FL 33138 -2507 Type of Work: GARAGE DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential Invoice # Total Amt Paid Amt Due RC -2 -10 -37024 $ 119.20 $ 50.00 RC -2 -10 -37024 $ 119.20 $ 119.20 $ 0.00 February 12, 2010 Date Cell Valuation: Total Sq Feet: $ 900.00 0 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Final 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. February 12, 2010 1 1 0 BUILDING PERMIT APPLICATION FBC 2004 Owner's Address City pl_tqM t State FL Tenant/Lessee Name Miami Shores Village lit FEB 10 2090 ZUJ Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. P L % C Master Permit No. Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder)cld� tfRoc.E Phone # 3S a Q.1. a. J 6t 2_ 1113 Ai sg �1. n_ Zip 3313k Phone # Job Address (where the work is being done) / / 1 NC cg-t4 -.k City Miami Shores Village County Miami -Dade Zip 3,�t3R s FOLIO/ PARCEL # LaYT 11 o�� d 7Q vl S 'LA'T v � t4.1 S W & 5 SeCToaAI V Is Building Historically Designated YES NO Contractor's Company Name J j o 'NUYS Phone / ') -5 J Contractor's Address City 01011 {'_(. Aa (c4rd(v4' .S ,t State FL Zip 315 Qualifier Name .J0 p h e.1 Phone # 30 5- 726/ - / 1 State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # n 6c, Wykr tl[lsnit $ — 1 � Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ['New X Repair/Replace ❑ Demolition Describe Work: i k0 pLAc -4 GAPAGc. n604. * * * * * * * ******* ****** ******* * ********** F irir******* ** ***** * *a****** � tZ //40 CCF $ CO /CC Submittal Fee $. 03 Permit Fee $ �ol� Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side Owner or Agent The foregoing instrument was acknowledged before me this day of OCT , 20O 1, by 'ilk( 6 (,x-e who is personally known to me or who has produced ✓ Signature NOTARY PUBLIC: Sign:' '"' ek, /� 1 Print: k l5 Q l 'e l My Commission Expires: 44 5 1 APPLICATION APPROVED BY: (Revised 07/10/07) S As identification and who did take an oath. 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 recorded notice of c. ' encement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Contractor The for go' g instrument was acknowledged before me this l O day of ...A A./ , 20 l Cj , by p who is personally n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: e ' ublic Sta a of Florida eneses Commission DD706837 fis . ; v 0/2011 Print: Uz My Commission Expires: Plans Examiner Engineer Zoning THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADM. INSRC TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YYYY) POLICY EXPIRATION DATE (MM/DD/YYYY) LIMITS A X GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY GL 0 0 0 6 0 01 09/01/09 0 9/ 01 / 10 EACH OCCURRENCE $1000000 X PREMISES (Ea occuence) $ 100000 CLAIMS MADE X OCCUR MED EXP (Any one person) $5000 PERSONAL & ADV INJURY $ 1000000 GENERAL AGGREGATE $2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2 0 0 0 0 0 0 POLICY X PRO LOC JECT A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CA 0003516 09/01/09 09/01/10 COMBINED SINGLE LIMIT (Ea accident) $ 1000000 X BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESS / UMBRELLA LIABILITY UMB 0001729 09/01/09 09/01/10 EACH OCCURRENCE $1000000 ° 1 OCCUR CLAIMSMADE AGGREGATE $ 1000000 DEDUCTIBLE RETENTION $10000 $ $ X $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYIPROPRIETOREXRTNER /?ECUTIV (Mandatory In NH) If yes, describe under SPECIAL PROVISIONS below WC 58296 09/01/09 09/01/10 X TORY A S 01 H E.L. EACH ACCIDENT $ 500000 E.L. DISEASE - EA EMPLOYEE $ 5 0000 0 E.L. DISEASE - POLICY LIMIT $ 5 0 0 0 0 0 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS *10 days notice of cancellation applies to non payment of premium. Certificate Holder is listed as Additional Insured on the General Liability insurance when required by written contract for operations being performed by the insured. INSURED iROe CERTIFICATE OF LIABILITY INSURANCE OPID VB JBGAR -1 PRODUCER InSource, Inc. 9500 South Dadeland Blvd., #200 P.O. Box 561567 Miami FL 33256 -1567 Phone:305- 670 -6111 Fax:305- 670 -9699 J B Garage Doors, Inc. 12195 NW 98 Avenue Hialeah Gardens FL 33018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: FCCI Insurance Company INSURER B: INSURER C: INSURER D: INSURER E: DATE (MM/DD/YYYY) 08/31/09 NAIC # COVERAGES CERTIFICATE HOLDER CANCELLATION City of Miami Shores Bldg & Zoning Dept. 10050 NE 2nd Avenue Miami Shores FL 33138 MIAMSHO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3 0* DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ACORD 25 (2009/01) The ACORD name and logo are registered marks of ACORD A RAZED PftESE ATIVE © 88 -2009 ACORD CORPORATION. All rights reserved. MIAMI-DADE COUNTY 2009 MUNICIPAL CONTRAS 26143 FIRST-CLASS A)(C°/ = l o ft 1 ' T U POSTAGE m A Sr. MIAMI-DADE COUNTY - STATE OPPLORIDA rt." PURSUANT TO COUNTY CODE SEC. 10-24 MIAMI, FL MIAMI, FL 33130 EXPIRES SEPT. 30, 2010 PERMIT ND. 231 THIS IS NOT A BILL DO NOT PAY R8ctipT no 30-2759117 CC NO: 000018962 • BUSINESS NAME [LOCATION J 11 GARAGE 1/0011S INC BUSINESS AS A CONTRACTOR 12195 NW 98 AVE SPEC1PtED titREON. OWNER J B GARAGE DOORS I140 SEt, BACK OF RECEIPT FOR SPECIALTY. BUILDING CONTRACTOR A LIST OF NO11—FARTICIPATINO MUNICIPALITIES; Receipt holder must regtster in the dity where-work is to be done. PAYMENT fIgMettet4 60000000275 11110175 .00 CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 000018962. • J B GARAGE DOORS INC D.B.A.: • RGER JOSEPH CHARLES • certified under the provisions of Chapter 10 of Miami-Dade Countyi • — ' 7--, ; 7 • ,- ; ;77-L QUALIFYING TRADE(S) GARAGE & INDUS DOOR 9022 DO NOT FORWARD J it GARAGE DOORS INC JOE BERGER 12195 NW 98 AVE HIALEAH GARDENS FL 33i18 3 Business Name: J.B. GARAGE DOORS INC. 12195 NW 98 AVENUE HIALEAH GARDENS, FL 33016 Business Type: GARAGE DOOR SALES &" SERV. LICENSE NO.: BL8930 CITY OF HIALEAH GARDENS each month thereafter with total fee nui to eicescf 2aaperc -; City License Official 10001 N.W. 87TH AVENUE - HIALEAH GARDENS, FLORIDA 33016 BUSINESS TAX RECEIPT TOTAL FEE PAID: $ 847.50 Delinquency Fee: A 10 percent delinquent: fee will be imposed tf,not renewed by October 1 and an additional 5 percent fee is charged for DATE: 9/14/2009 Issued To: JOE BERGER 935 NW 02 LN PEMBROKE PINES, FL 33018 NOTES: GARAGE DOOR MANUFACT(JRE/SALES 8& SERVICE NO OUTSIDE STORAGE OR DISPLAY, NO MECHANICAL REPAIR, NO PAINTING OF ANY KIND, ALL WORK SHALL BE CONDUCTED FROM ENCLOSED BUILDING LICENSE MUST BE EXHIBITED CONSPICUOUSLY AT YOUR PLACE OF BUSINESS L I RISE YEAR 2009 - 2010 MAX. DESIGN LOADS-1 BUILDINGS EQUAL OR LESS THAN 40 FEET HIGH _ EXPOSURE 'C' DEAN ROOF ELEV. FEET ROOF SLOPE > 10 DEG. ROOF SLOPE o < 10 DEG. DOOR WIDTHS FT. DOOR WIDTHS .1 a . FT • .._ 9 Fr. 9 rT. 12 FT. INT.( - ) 16 FT. EXT.( +)IiNT.( -) 18 8 FT. 9 FT. 12 FT. 16 FT. ExT + i I MI I NT. - E,rr.( +) INT.( - ) EXT.( +) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT,( +) INT.( -) ExT.( +) INT.( -) €XT.( +) INT.( - EXT.( +) INT.( - ) 15 16 X 17 . 44.2 57.7 43.5 44.0 .444,5 56.3 41.8 52.8 40.0 1 49.3 39.3 471 40.5 52.7 39.9 51.4 38.3 48.2 38.7 i 45.1 37.2 1 45.6 36.1: 43.8 44,6 45.3 56. 59.1 56.9 r 57.6 .. 42,6 42.3 53.4 -- 54,0 40,5 41,0 49.9 50,5 39.8 4A,2 48,5 49,0 41.0 53.3 40.3 52.0 35.8 48,8 36.6 44.3 44.9 41,5 53.9 54.5 40.8 52.6 39.2 49,4 37.5 1 46.2 37,0 113 45.8 59.8 45.1 55.3 43.3 54.7 41.5 51.1 40.7 49.6 42,0 41.3 53.2 39.7 49.9 38.0: 48.7 37.4 45.4 19 46.3 60.4 45.6 58.9 43.7 55.3 41.9 51,6 41.2 50.2 42.4 55.1 41,8 53.8 40.1 40.8 50.5 38.5 ; 47.2 37.8 : 45.9 20 46.8 61,1 44.1 59.6 44.2 55.9 42.4 52.2 41.6 50.7 42.9 55.8 42.2 54.4 51.1 38.9 47.8 38,2 i 46.4 r 46,9 21 •• 22 47.4 ,. 47,9 81._8 46,6 60.3 44,7 56.5 42.9 52.8 42.1 51.3 43.4 56,4 42.7 55.0 41.0 51.6 39.3 1 48.3 -38,7 62.5 47.1 60.9 45.2 57,2 43,3 53,4 42.6 51.8 43.9 57.0 43.2 55.6 41.5 52.2 39.8 i 48.8 39.1 ' 47.4 39.5 1 48.0 23 48.4 63,1 47.6 81.6 45.7 57.8 43.8 54.0 54.6 43.0 52.4 44.3 57.6 43.6 56.2 41.9 52.8 40.2 : 49,4 40.8. 49.9 24 49.9 83.8 48.1 62.2 48.2 58.4 44.3 43.5 53.0 44.6 56.2 44.1 56.8 42,4 53.3 39.9 48.5 40.3 - 49.0 25 49.4 84.5 48.6 02.9 48.7 59.0 44.7 55.1 44.0 53.5 45.3 58.8 44.6 57.4 42.5 53.9 41.1 ! 50.4 01/25/2010 14:50 3053629292 HOME OF HURRICANE (BASED ON INFORMATION PROVIDED BY CLIENT) .7A13•_..G.r.�c��,_ 13.- a (u.5 , Inc. JOB: _ L13 NJ�. - Gi 5 ±s ew.+ . Mien ; o r eA, FL .3.x.1.3 -`d- _ BUILDING HEIGHT: ___ _. DOOR SIZE: s/.Q . x . B.Jv. CLIENT: DADE COUNTY TABLE ABOVE SHOWS MAXIMUM DESIGN LOADS FOR SHOWN BUILDING HEIGHTS IN END ZONES. FOR ANY OTHER CONDITIONS /ZONES, DESIGN LOADS TO BE EVALUATED ON JOB TO JOB BASIS. JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 WIND LOAD TABL COMPONENTS & C AS PER SPECIFICATION AS BASIC WIND SPEED: V IMPORTANCE FACTORS: I DIRECTIONALITY FACTOR: Kd EXPOSURE CATEGORY: .JAN 2 6 201C GARAGE DOORS ONLY THIS DOCUMENT IS NOT VALID WITH EMPLOYED BY AL FAROOQ CORPORA NO PORTION OF THIS DOCUMENT MAY WHATSOEVER WITHOUT THE WRITTEN P (EXCEPT, HOWEVER, FOR THAT PORTION O • AL-FAROOQ COR ENGINEERS +& PRODUCT DE 1235 S.W. S7 AVE MIAMI, FLORIDA 33174 TEL. (305) 2648100 FA7 h MZ FEB 1 0 20 f NOTES: BY: LOADS. POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. (71IJT TH 4 • ''EMB08890 N 5 . • r . # R P 4 " 0 9''SETI •• .• .• 7$: • ▪ • • -•• PAGE 01/01 6E. eP:A ENGINEER • ._.• drANY MANNER CORPORATION • : • • 4E; C -28 ; DDJNTG Miami Shores Village E P2 ' 6 BY DATE ZO I_; ' $LDIGQ3EPT ,4Y l&I <'�V FEDERAL = 0.85 SUBECT TO COMPLIANCE WITH ALL _STATE AND COUNTY RULES AND REGULATIONS 01/25/2010 14:50 3053629292 HOME OF HURRICANE (BASED ON INFORMATION PROVIDED BY CLIENT) .7A13•_..G.r.�c��,_ 13.- a (u.5 , Inc. JOB: _ L13 NJ�. - Gi 5 ±s ew.+ . Mien ; o r eA, FL .3.x.1.3 -`d- _ BUILDING HEIGHT: ___ _. DOOR SIZE: s/.Q . x . B.Jv. CLIENT: DADE COUNTY TABLE ABOVE SHOWS MAXIMUM DESIGN LOADS FOR SHOWN BUILDING HEIGHTS IN END ZONES. FOR ANY OTHER CONDITIONS /ZONES, DESIGN LOADS TO BE EVALUATED ON JOB TO JOB BASIS. JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 WIND LOAD TABL COMPONENTS & C AS PER SPECIFICATION AS BASIC WIND SPEED: V IMPORTANCE FACTORS: I DIRECTIONALITY FACTOR: Kd EXPOSURE CATEGORY: .JAN 2 6 201C GARAGE DOORS ONLY THIS DOCUMENT IS NOT VALID WITH EMPLOYED BY AL FAROOQ CORPORA NO PORTION OF THIS DOCUMENT MAY WHATSOEVER WITHOUT THE WRITTEN P (EXCEPT, HOWEVER, FOR THAT PORTION O • AL-FAROOQ COR ENGINEERS +& PRODUCT DE 1235 S.W. S7 AVE MIAMI, FLORIDA 33174 TEL. (305) 2648100 FA7 h MZ FEB 1 0 20 f NOTES: BY: LOADS. POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. (71IJT TH 4 • ''EMB08890 N 5 . • r . # R P 4 " 0 9''SETI •• .• .• 7$: • ▪ • • -•• PAGE 01/01 6E. eP:A ENGINEER • ._.• drANY MANNER CORPORATION • : • • 4E; C -28 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98 Avenue Hialeah Gardens, FL 33018 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 9' -4 "Wide x 16'High Steel Sectional Garage Door w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 01 -05, titled "Sectional Garage Door", dated 01/19/01, with last revision D dated 12/24/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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. 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 usai 1SyTg aflufat.tu:e ,oOts distributors and shall be available for inspection at the job site at the rec st the u lcrtniaff1aial. This NOA revises NOA # 05- 0915.10 and consists of this page 1 and eVldeflee pages'L 1 an B- , as well as appioval document mentioned above. The submitted documentation was reviewed by Carlos. M. Utrera, P.�. • • • • • ... ... . Y • • • • • • • • • • • • • • • • • • • • • • • • • • • . • •• • • • • •• • . • • • • • NOA No.•09- 0128.05 Expiration Date: October 4, 2011 • • A pate: March 25, 2009 • • ••• • • • Page 1 • • • • • • • • • • . . • .. • . . .. .. • • DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01 -05, titled "Sectional Garage Door ", dated 01 /19/01, with last revision D dated 12/24/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test report of Tensile Test per ASTM E 8, Report No HETI 08 -T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/08, signed and sealed by Candido F. Font, PE. 2. 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 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI 08 2149A/B, dated 06/27/08, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08- 1106.05" 3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test, per FBC, TAS 202 -94 on "Sectional Residential Garage Doors ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01 - 966, dated 01/18/01, signed and sealed by Hector M. Medina, P.E. 4. Test report of Large Missile Impact Test, per FBC, TAS 201 -94 and Cyclic Wind Pressure Test per, per FBC, TAS 203 -94 on "Sectional Residential Garage Doors ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01 972/974, dated 01/29/01, signed and sealed by Hector M. Medina, P.E. "Submitted under NOA # 01- 0620.08" 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G -40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/98, signed by W. A. Jackson, P.E. "Submitted under NOA # 03- 0210.04" C. CALCULATIONS • 1. Anchor verification calculations prepared by Al- Farooq br , plying with F.B.0 2007, dated 12/19/08, signed and sealed by I umayoun Fatob• .E�. 4��f 4 Ii • •• • ••• •• Car1blI. era, P.E. • • • • • Product Condo:Examiner • • • • • • NUA 0128.05 Expiration Date: October 4, 2011 ... e.pprgv31.11aiie: M• rch 25, 2009 . • • E -1 • • • ••• • • • • • . • • . . . . • • • • .. .. . . . .. .. .... . • . ... . . DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11/29/12. 3. Notice of Acceptance No. 07 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on 08/27/08. 4. Notice of Acceptance No. 07 0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on 01/11/12. "Submitted under NOA # 05 0228.02" 5. 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 Rafael E. Droz -Seda, P.E. 6. 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 by I. Ghia, P.E. 7. 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, P.E. F. STATEMENTS 1. Statement letter of code conformance issued by Al- Farooq Corporation, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 05 0915.10, issued to DAB•Docr �om�any Inc,approved expiring g on 04/13/06 and ex on 10/04/11. • .. •' • . .... .. • •.• A i E -2 1, • ▪ • • • • • Car os:VI. rera, P.E. • • • • • • • Producteontro :Examiner • • NOA N�o1 b9- 0128.05 Expiration Date: October 4, 2011 ••• • Apprpvalpge: March 25, 2009 • • • • • • • • • • • •.• • • • • • • • • • • • • • • •. •• • • • •. •.• ••• • • • ••• • • DOOR HEIGHT CONSISTS OF 6' -6" 2 SECTIONS 18" 2 SECTIONS 21" 6' -9" 1 SECTION 18" 3 SECTIONS 21" 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 1B" 2 SECTIONS 21" 12' -9" 5 SECTIONS 18" 3 SECTIONS 21° 13' 4 SECTIONS 18" 4 SECTIONS 21" 13' -3" 3 SECTIONS 18" 5 SECTIONS 21" 13' -6 2 SECTIONS 18 6 SECTIONS 21" 13' -9" 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14'-3 6 SECTIONS 18" 3 SECTIONS 21" 14' -6" 5 SECTIONS 18" 4 SECTIONS 21" 14' -9" 4 SECTIONS 18" 5 SECTIONS 21" 15' 3 SECTIONS 18" 6 SECTIONS 21" 15' -3" 2 SECTIONS 18" 7 SECTIONS 21" 15' -6" 1 SECTION 18" 8 SECTIONS 21" 15' -9" 9 SECTIONS 21° - 16' 6 SECTIONS 18" 4 SECTIONS 21" ,GIN I GI\ ST ILL r — N FIVE SECTIONS DOOR 16' -0" DOOR HEIGHT - V \/ ----( e _. 1pi 18" 18" ' ��'\ / \ / - I I \ . >af� ii I -_ — - ° D= • r I i \ / \ I I I I I i a OPTIONAL VENT _ (3) 5" WIDE AT 7" O.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH L ► A - COLONIAL DESIGN OPTIONAL FLUSH FA( WOOD GRAIN DESIGN 3" X 1 -1/2" X 6 -1/2" X .1" STEEL FASTENED TO END STILE WITH (2) #14 X 3/4" SMS .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO —PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR CENTER STILE OUTSIDE HANDLE OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ANNE • • • • • • • • • •• • • 71" GALV. STEEL D ROLLER HINGE X14 X 5/8" SMS LOCK DOOR 7-1/2" X .071" GALV. STEEL CENTER HINGE W/ (4) #14 X 1/2" SMS SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) # 14 X 1/2" S.M.S. /8" MIN. LOCK ENGAGEMENT CONFORMS TO BC 1012 REGARDING GARAGE DOORS BRACKET STD. LIFT DOOR END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T•» .iW•LOCI4 BA? • • •• ENf•AGES Ily' TR;QK ON CH ODE BO A R ; • • • !, • • • • • • • • • •• ••• •• • • • •• • 0410 • • • • • • • • • • • • • •• • • •0• • • • • • • • •• • • • • •0• • • • • • • • • • • • • • • • •0• • • • • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • 1" W X .15" THK. LATCH • • • • • 55 • • • BRACKET LOW HEADROOM DOOR OPTION 7 -7/8" X 3-1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SOS TOP FIXTURE 5-1/2" X 2 -3/4" X 0.1" STEEL PLATE WITH ONE 5/16 -18 MS W/ NUT OPTIONAL DOOR VIEWER FASTENED TO END STILE WITH TO BE INSTALLED AT (6) #14 X 3/4" SELF DRILLING SCREWS [CENTER STILE 9 -4 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR•I•tRGE■MIALI I lP 4141 • • • • • • GENERAL N411' • • •• ••• ••• • 41 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 'OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING • HIGH VELOCITY HURRICANE ZONE. • ••• ••• • ••• • • • • • • • • • • • • 2. ANCHORS SHALL BE AS LISTED! S'AC! kS • MHO N QIN ESETA;LSi ANCHOR EMBEDMENT TO BASE RA F Ale SHA!LI BE WC DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHKR• INA t S:IO'NLV IN THESE DETAILS ARE NOT PART OF THIS 1Q'PROIA+L. • • •• • • • 5. A LOAD DURATION INCREASE IS USED-IN-DU 1NCIQi)Rg IYT[) W®OD:OILY. • • ••• • • • •• Engr. DR. HUIdAYOUN FAROOQ STRUCTURES ' FLA. PE I( 16557 C.A.N. 3538 JAN 1 3 2009 0 0 0 U, z 0 U W U) E DAB DOOR MODEL 824 MAX. SIZE 9' - 4" WIDE X 16' - 0" HIGH MAXIMUM DESIGN LOAD RATING = + 62.0 PSF (DOORS WITHOUT WINDOWS) - 70.0 PSF MAXIMUM DESIGN LOAD RATING = + 55.0 PSF (DOORS WITH WINDOWS) — 64.0 PSF 11%41D .('`8 1 EVII. Code DROgstiool i " aL - Pq I� H N X LL ® V 4 0 ro ®' 0 wro °o O c a co re Q 0 W e. w _ O JC9 < T. Q w ei� t J a Z 0 0 w (n rn 0 v) a) 0 rn 0 A 0 V m co 0 I') J ce vi Z W 0 0 v 0 v J c 0 a U In 0 v 0 .0 0 0 0 c 2 0 U 0 U m a 0 n 0 0 0 O m m N 0 0 co a N N drawing no. 01 -05 (sheet 1 of 5 ) GARAGE DOOR REN.f. PER BCCO COMMENTS UPDATED FOR 2007 FBC UPDATED FOR 2004 FBC 556 - 6624 FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.55 S.G. d 1 -3/16" j 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 2 -1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8 TRUSS HD. SLOTTED M.S. & LOCK NUT DIST° STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1 -5/8" LAG SCREW (FULLY THREADED) ONE PER BRACKET OPTIONAL STOP MOULDING BY DOOR INSTALLER _ #14 X 5/8" SMS 4 PER HINGE 7/16" PUSHNUT_ INSTALLED ON ROLLER SHAFT 1/2" X 1 -3/4 X .059" FORMED STEEL - GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS ® 12" O.C. 7.-611 /.2:. X •.OW 1 " .GAL)1. STEEj. • ••• !ENTER 1It�GE • •• • • • • ••• • •• ▪ ••• •• • • • „,SECTION B —B • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • •.• • • • 1 .024" STL. PANEL SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL '• • IrT'j''F,RIOR SIDE • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • •• •• OUTSIDE OF DOOR 1 -7/8" X 2 -5/8" X .045" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL WI (4) 3/16" RIVETS #14 X 5/8" S.M.S. 4/ HINGE 3/4" X 2" X 2 -1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (4) 3/16" ALUM RIVETS SEE DETAIL ABOVE POP RIVETS 7 -1/2" X .071" • END ROLLER HINGE • •• • • • • • • • • • • • • ••• •• • • • • • • • • • • •• • • • • EDGE DISTANCE ••• • ••• • • • • • • • • • • • • • • •• • • •• • • • ▪ • ••• • • • • 0.5 • • • • • • • • • •.• • • • • J • • • • • • • • •• •• • • • •• 00 • • • ••• • • • 000 • • • • • • • • • • 1 -3/16 FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES ® 4" O.C. CONCRETE f'c = 3000 PSI MIN. C -90 GROUT FILLED BLOCK fm = 2000 PSI MIN. ANCHORS: A) 3/8" DIA. POWER -BOLT BY 'POWERS' 2" MIN. EMBED INTO CONCRETE 1 -7/8" MIN. EDGE DISTANCE B) 3/8" DIA. HLC SLEEVE BY 'HILT!' 1 -1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1 -5/8" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK ANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4 -20 SS BOLT & NUT •• 1.8 2" DIA. X .50" ROLLERS W/ .44 DIA. X 4-1/4" STEM ••• •• Engr: DR. HUMAYOUN FAROOQ ST9UCTURES FLA. PE # 16557 C.A.N. 3538 JAN 1 3 2009 24 GA. STEEL PANEL k ) 0 0 0 -END STILE P OtXJCI hUVISSD 1t complying tin Midst Building Code Acceillinea No Expiration z _0 w z w d 2 re 1 8 Ice O ® U o O aowcn O �aa o .0 Q w 3U U . tri - •J O M et C 0 N w rn 0 0 C 0 0. U N a> v .0 a) 0 0 0 O m 0 05 N O U co N 0 0 a L U drawing no. 01 -05 sheet 2 of 5 DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 B3 84 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" — 7'-6" 18" 18" 18" 18' 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8' -0" 21" 18" 18" 18" 21" 1" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" 0 N 0 2" SECTION A —A POP RIVETS 2- 3/4 "X 5 -1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.M.S. .090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16 -18 X 3/4" HEX HEAD M. SCREWS Sc NUTS. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4 -1/4" STEM OPTIONAL INSULATIONS: 13Y 'DYPLAST PRODUCTS LLC' EPS— EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.O.A. #07- 1107.08 OR ISO -25 POLY — ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #07- 0301.10 OR BY 'INSULFOAM LLC' DENSITY = 0.92 PCF N.O.A. #07- 1016.07 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) #14 X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED —ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8" SMS BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. ® 48" O.C. AND .RUBBER WEATHERSTRIPPING 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5116" SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET 2 -1/2" X 4 -1/4" X 13 GA. STEEL PLATES WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS 2" X 5 -1/2" X .104' GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION • • • • • • • • • • • • • • • • • •• • • ••• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• ••• • • w Z 2 w 0.. 0 x w x 0 0 • • •• • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • •• • • • • • • • 14 GA. GALV. STEEL TRACK TRACK CONFIGURATION HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" *— SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH 1/4" BOLTS & NUTS. TI •. • • • • • • • • • • •• • • • •• • •• •• • • • • • • • • • • • • • • •. • • •• • • • • • • • • • • • • •• •• • HORIZ. TRACK SUPPORT, CENTER SUPPORT REQD. ON DOORS EXREEDING 8 FT. IN HEIGHT — A ---I .•• • • • •• • •.• ♦ • • • • • •.• • • • ••• •• • ••• • • • •• • • • • • • • •• • • • ••• • • • • • • • • • • •• •• • • ••• A —J • • • • • • • • • • VERTICAL TRACK 2-1/8" X 1" X .080" AVAILABLE TRACK OPTIONS Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 2 X 2 X 1/8" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1 -1/2" APART FIRST AT 3" O.C. REST AT 9" O.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8 -16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4-20 X 5/8" BOLT & NUT SECTION A —A HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK 43 gm** with ihrt Find& Ateagesne No 'MO Eviatioa E;21 2.0 AfAr z O ►- w W O 0, et O O d tt ii 0 O t O'O W M • a ao O 0 1 0 - 0 E O Q W 3 ; fA J a m< Q W N C 0 y CD rn ' co D 0 m N 1 c CO 0 M Li 0 z Z F- Ui 00 w N O) 0 O Z C9 m O B I m a ' N Q N C o co co to N 0 0) 0 0 O 0 O m O W csi N O U drawing no. 0 1 -05 (sheet 3 of 5 ANCHOR SPACING • ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' CONC. 1 -1/4" 8" 2" 3/8" HLC SLEEVE BY `HILTI' FILLED BLOCK 1 -1/4" 8" 4" 3/8" DYNABOLT BY 'ITW' CONC. 1 -1/2" 8" 2 -1/2" 3/8" DYNABOLT BY 'ITW' FILLED BLOCK 1 -1/2" B" 3 -3/4" 3/8" POWER —BOLT BY 'POWERS' CONC. 2" 8" 1 -7/8" 1 -7/8" 3/8" SLEEVE —ALL BY 'SIMPSONS' CONC. 1 -1/2" 8" WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 SW OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 16" O.C. INTO BLOCK WALL, WITH 2 -1/4" MIN. EMBED 13" O.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. EMBED 2 -1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 11" O.C. INTO BLOCK WALL, WITH 1 -1/2" MIN. EMBED 13" O.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" CON FLEX BY 'ELCO' OR 3/8" LDT BY 'ITW' WITH SPACING OF 23" O.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 13" O.C. INTO BLOCK WALL, WITH 1 -1/4" MIN. EMBED, 4" MIN. EDGE DIST.. 15" O.C. INTO 3000 PSI CONCRETE, WITH 1 -1/4" MIN. EMBED AND 2 -1/2" MIN. EDGE DISTANCE 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 TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS • • • • • • • • • •• ••• • • • • • • • • • •• ••• •• ••• •• • 5/16" X 1 -5/8" LAG SCREWS AT 12" 0.C. • ••• • • • • • • • • • • • • • • • 1 -1/2" • • • • • • • •• • • •• • •• • • • • • • • •• • • •• • • • • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .• •• •• • • • • • • • • • • • • • • STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1 -1 /2" 5/16" DIA. BOLTS — WITH WASHER & NUT AT 12" O.C. MAX. 1-1/4" X 2 -1/2" X 14 GA CONT. STEEL ANGLE 12 GA. GALV. STEEL FLAT BRACKETS ±3" LONG AT 12" 0.C. IN DOOR OPNG. AT 18 O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE • • • • • • • • • • • • • . • • • •• • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • .• • •.• • • •• • •.. • • • EDGE DIST. ALTERNATE TRACK INSTALLATION • • • ••• •• • • • • • • • •• ••• •• • • ••• • • • • • • • • • • • • • • • •• 1 -1/2" CONCRETE f'c = 3000 PSI MIN. , C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. 2 -1/8 X 1" X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 JAN 1 3 200 p oDUct itEVISED sossorbloa sits to Moo* Buddies Cori . /n z O F- Z Q 0. O GI O d w cc O U v V 8 ro a 0 w m o aa o � cr 0 4w 3LL u. U) J o c a < � J Z 0 U w C/) 0 U) . a) 0 w 0 I O co 0 M Q J U = w Z F—(1) CO W (n a 0 o .o CD °' Cl N = 0 0. L . 0 U) a) 0 a) 0 v 0 C 0 0 0 N 0 0 ) 1 0 0 0 x a N m to .I m to U) N 0 J a t drawing no. 01 -05 (sheet 4 of 5 rtallAttOsliblb k11‘11 I I iv DOOR PANEL "24 GA. (.024) STEEL MIN. I -7/16" DIA. WASHER #8 X 3/4" SMS O 3/8" FROM ENDS AND 7 0.C. MAX. (4) #8 X 3/4 SMS O 1 -3/8 FROM ENDS AND 6 -1/2" O.C. MAX. .175 X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08- 0305.02. .175 X .062 DEEP GROOVE (4) #8 X 3/4" SMS ® 1 -3/8 FROM ENDS AND 6 -1/2" 0.C. MAX. #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. • • • • • • • •• • • • • • • • • • • • • • • • • •• #8 X 3/4" SMS ® 3/8" FROM ENDS AND 4 -1/2" O.C. MAX. • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • DOOR PANE • • • 24 GA. (.024) STEEL MIN. _ 15/16" MIN. GLAZING BITE * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 21 3/4" MAX. wow. WIDTH 18 1/8" MAX. D.L.O. 1 A 0 1.... 7 0L. Kr Armuirl • Si— i Am a 1 • aw. sir� nr,.a_a-a fviw'����rwvs INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS .175 X .062 DEEP GROOVE • ••• • • • • • • • • D.L. OPG. • • ••• • • • WINDOW WIQTH •• •• • ••• • • • • rr • • • • • • • • • 'EXTERIOR • • •• • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • 1.765 .176 I�-- s + I 1.144 e.�e wsssaw�.^n r�v._1v4■:,arri Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 16557 C.A.N. 538 1.725 * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION drawing no. sheet 5 of 5