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WS-13-1577
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number INSP- 195248 Permit Number: WS -7 -13 -1577 Scheduled Inspection Date: January 15, 2014 Permit Type: Windows/Shutters Inspector. Naranjo, Ismael Inspection Type: Final Owner: , Work Classification: Garage Door Job Address: 530 NE 91 Street Miami Shores, FL 33138 -3153 Project: <NONE> Contractor: AFFORDABLE REMODELING SERVICES Building Department Comments REPLACE EXISTING GARAGE DOOR Phone Number Parcel Number 1132060400010 INSPECTOR COMMENTS False lnspec#or Comments Passed 1 �` Faded Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Phone: (954)445 -0689 January 14, 2014 For Inspections please call: (305)762 -4949 Page 4 of 36 Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING CJ JUL, 15 M Y. FBC 20 tO Permit No. Master Permit NoWs 113 ROOFING City: _ Miami Shores — County: Miami Dade Zip: Folio/Parcel #: 11_310(--040-0010 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): A —SSo�s Phone #: Address: — uY -0'— — — --- - - - - -- - - - -- — City: CS�Co nh_ State: _ Zip: 0 Tenant/L.essee Name: Email CONTRACTOR: Company Name: a-. Address: � �v f 9-e—VA 9 City: Qualifier Name: 1lICe_5 Phone #:9.!q — l� —"*F�' L' Zip: State Certification or Registration #: C661,�'i 1 ok_� f Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $_ _Square/Linear Footage of Work: Type of Work: C1Addition 9 ❑Alteration ❑New Wepair /Replace, Description of Work: Color thru tile: Submittal Fee Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ _ DBPR.$ Bond otary $ Training/Education Fee $ Double Fee $ _ Structural Review $ Technology Fee $ r0 ❑Demolition TOTAL FEE NOW DUE, $ Inn, UJ_ e , Bonding Company's Name (if aMlicabl'e) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Z.i 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 ol'a building permit with an estimated value exceeding $2500, the applicant roust 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 nl'the recorded notice of commencement must be posted at the job site for the first inspection which oc•cu ven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved d reiih.specticm,%ee will be charged. D eA Signature — Signature wner or, 'gent The foregoing instrument was acknowledged before me this day of X01 , 20 A, by JJ!e� 4,tk — who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged before me this day of Iry i 20 /s , by -r - -w i�°Jte�te who is personally known to me or who has produced ®� as identification and who did take an oath. NOTARY PUBLIC: Sign^ Sign:,----- r Print: My Commission Expires: ► MAM BONADAM My Commission MY COMM189M # EM5M1 EXPWS Deasmber 2'a, 2015 APPROVED BY /A' Io Plans Examiner Structural Review (Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06/10/2009)l Revised 3/15/09) MAM MA MY COMMMM 0 EE15=i ExPpes Deownber 21L 201s Zoning Clerk 08/07/2013 12:32PX FAX Report Viewcr WQ ;51 4 & 11 �:I f D. w : Eoo:%� - GNIEF FINANCIAL OF19CFA STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION ■ ■ CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW' r CONSTRUCTION INDUSTRY EXEMPTION This corlirm that the Individual fisted below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE; 5/22/2013 EXPIRATION DATE: 522/2015 PERSON: PINEDA IVAN FEIN; 203400047 BUSINESS NAME AND ADDRESS: AFFOKOArM REMODELING SERVICES INC 12288 PEMBROKE RD # 98 PEMBROKE PINES FL 33025 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pwwant ro Cn°Dt°f N006If1 :. R,7. en ancwr a ■ prpnr■WUr vlrn wN■ o■mPiorn frr•n a■■ ■nrYfw M ttlnf(/ r c°ndRatO aal°°1� ands +wa 6°fRgn mey ma rwawf a°Ii°Ikt:0/ agnpODYAUaf WWH dW.OhaGfan YUAUMI ro CnnPf■r A+1Q Q[d fyl. ° �. Gnu■,.rn °t .pr■brr to ar r■rayu, rrpy onry r�M w woe° a M. iwa■rua d lnrt■ UN■tl ■n °r■ nuaw of WwWn to w •■°sax PW WJnt ro 6A°pt°rI{p,b�g13). R 0 , NPp°4s o} �Mf•M In 71w nrwnpl nM rrmbuM■ M °4mowrobeerr■np N■ uM. rt�anlb.■ vro■ wna, rtnWanw■ RwtfwPo& MOlin° tmucoOtN04GWn00aV16 °NbfkMO.M°6nfn°nrWma/nnthnM°r.m wnn a aka, i��°a�aM�u° m � twcfc �Iro�gnK� f°+ Nra i��wr a. wn°m.�■ f n. awwenar.f .nrn rwwr • w�upa°r° cs °iry wn° fart °nuro a tn° DPS•F20 V -252 CERTIFICATU OP WAOTION TO OG CXCMPT RMSCD 0742 1 OUCSYI0NS915 SOIL 10• t $W �I 0001/0002 Page l of 1 https: / /apps8.fldfs.coml(,Tmport viewer /reporiViewer.aspx ?data -k,dvpginc9D7Q3gH6TER6e... 8/7/2013 TC& ACORD � _ CERTIFICATE OF LIABILITY INSURANCE DATE (MWDD /YYYYI 7/10/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED, the polioy(ios) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Galen Inavranoe 9121 N Military Trail Suite 217 Palm Beach Gardens ;~L 33410 CT NAME: Gallen Insurance PHONE 561-626 -D095 A� No,B61- 626 -5108 9 MAIL INSURERS AFFORDINGCOVERAOE NAICN INSURERA:RaSS Underwriters INSURED Af faxdable Remodeling Services, Inc. 12289 Pembroke Road Holl wood FI+ 33025 INSURER B: /12/20x9 INSURER C : EACH OCCURRENCE INSURER D: 2REMISE8 (Ea cccurrrnca) INSURER E: MED EXP (Any one zrean ) INSURER F: PERSONAL & ADV INJLIRY COVERAGE$ CERTIFICATE NUMBER:CL1371001339 REVISION NUMBER: THIS I$ TO CERTIFY THAT THE POLICIES OF INSURANCE LI$TEL) BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN I$ SUBJECT TO ALL THE TERMS, EX(:LUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I R TYPE OF INSURANCE POLICY NUMBER POLICY EFF MOLDQfY� LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL. LIABILITY CLAIMS -MADE aX OCCUR 39057 -00 /12/20x9 /12/2014 EACH OCCURRENCE $ 1,000,000 2REMISE8 (Ea cccurrrnca) $ 3,Q0, 0 MED EXP (Any one zrean ) $ 5,0001 PERSONAL & ADV INJLIRY 11 1,000 000' GENERAL AGGREGATE $ 2,000,0001 (;EN'L AGGREGATE LIMIT APPLIES PER: X I POLICY I PRO LOC PRODUCTS • COMPIOP AGG $ 2,000,0001 $ AUTOMOBILE UASILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS C MBccINED SINGLE LIMIT a aidanl BODILY INJURY (Per parson) $ BODILY INJURY (Pat accident) $ PROPERTY DAMAGE Per wcI0 n $ UMBRELLA LIAR EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ v DIED I I BETFNTIQN S $ I WORKERS COMPENSATION AND EMPLOYERS' LIA6iUTY ANY PROPRIETOR/PARTNERrEXFCVTIVE )Y OFFIC%ER/MEMOSR EXCLUDED? U (Mandatory In NH) If yes, desuibe -oar DESCRIPTt N OF OPERATIONS 401aw NIA OTH- E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ $ E.L. DISEASE -POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remar" SCIMIU18, N more epece is requlrea) CERTIFICATE HOLDER CANCELLATION City of M.i.amx Shorea Village 10050 NE 2nd Ave Miami Shorea, FL 33138 ACORD 25 (2010/05) I N 5026 (201 OW) m SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. RQPRE69NTA Q 0 1888.2010 ACORD CORPORATION, All rights reserved. The ACORD name and logo are registered marks Of ACORD 0 x �_ 0 M O_ h 7/10/13 t 0 (488x640) https: / /niail- attachment.g oog leusercontent. com/ attachment/ u/ 0/? ui= 2& ik= 945e9b0159& Niew=att &th= 13fc9feaed50c6db&attid =0.1 &disp = inline&safe =1 &zw &sadui... 1/1 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. W_/ COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT s C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 BUSINESS NAME: BUSINESS ADDRESS: QM Sbl4e IL'3\ CITY STATE F_ L— ZIP CODE a� BUSINESS PHONE: (T ) r-)(o V FAX NUMBER ( ) r CELL PHONE QUALIFIER'S NAME:-1--V XY) VI Tll QUALIFIER'S LIC NUMBER: E -MAIL ADDRESS (IF APPLICABLE): Created an 3119/09 BY MLDV / RV 3126109 MLDV F 3 Countti Wind Speed Risk Category Exposure Category 1, Client 2. Project Name: :1. Project Address: 4. Building Height: WIND STANDARD: ASC;E 7 -10, F'BC 2010 EDITION i GARAGE DOORS ONLY Browardl Palm Beach 170 MPH II D -_mil ` t �-r'_ g CITY PATE ZIP _ Imo_ (See Figure 1 above) (Residential Projects Only) MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET, �1 eA.v FOR BULIDING WITH ROOF SLOPE> 10 DEGREE FOR BULIDING WITH ROOF SLOPE < 10 DEGREE IMOF DOOR WIDTH DOOR WIDTH III . 8 (-"r. 9 Fr. 12 I"I . 1 16 FT. 1 18 FT. 8 FT. 9 Fr. 12 Fr. 16 Fr. PSF(•) PSF * PSF(• PSF( *) PSF { -) P F + PSF • PSF( +) PSF(•) PSF( +) PSF( -) PSF( +) PSF(•) PSP( +) PSF(- PSF( +) PSP(•} PSF( PSI t ; 15 43.6 56.9 42.9 55.5 41.2 52.1 39.5 48.6 38.8 47.2 39.9 51.9 39.3 50.6 37.8 47.5 36.2 44.5 35.6 43.2 16 44.0 57.4 43.3 56.0 41.6 52.6 49. 39.1 47.7 40.3 52.4 39.7 51.1 38.1 48.0 36.6 44.9 35.9 43.Fi ^15 S8 .0 43.7 56.6 42.0 53.1 40.2 49.6 39.5 48,1 40.7 52,9 40.1 51.6 38.5 48.5 36.9 45.3 3(i.3 14.0 11.9 58.5 44.1 57.1 42.4 53.6 40.6 50.0 39.9 48.6 41.1 53.4 40.5 52.1 38.9 48.9 37.3 45.8 36 �i 1.a 19 45.3 59.1 44.6 57.6 42.8 54.1 41.0 50.5 40.3 49.1 41.5 53.9 40.8 152.6 39.2 49.4 1 37.6 46.2 3 *7.0 :.' 45.7 59.7 45.0 58.2 43.2 54.6 41.4 51.0 40.7 49.5 41.9 54.4 41.2 53.1 39.6 49.9 1 38.0 46.6 37.3 45 s ?l ~} 46.1 602 45.4 58.7 43,6 55.1 41,8 51.5 41.0 50.0 42.3 54.9 41.6 53.6 40.0 50.3 38.3 47.1 37.7 45.' ? 46.6 60.8 45.8 59.3 44.0 55.6 42.2 51.9 41.4 50.4 42.7 55.4 42,0 54.1 40.3 50.8 38.7 47.5 38.0 46.1 23 0 0 613 46.2 59.8 44.4 56.1 42.5 52.4 41.8 50.9 43.0 55.9 42.4 54,6 40.7 51.2 39.0 47.9 38.4 46.6 24 47.4 61.9 46.6 G-3 44.8 56.6 42.9 52.9 42,2 51.3 43.4 56.4 42.7 SS.I 41.1 51.7 39.4 48.3 38.7 4';.0 25 47.$ 62.4 47.1 60.9 45.2 57.1 43.3 53.3 42.5 51.8 43.8 56.9 43.1 55.6 41,4 57..2 39.7 48.8 39.0 47 .I Notes :- h = Eave height for roof's'lope < 10 degree. Tuble above shows maximum design load for shown building height in end zone. For any other conditionsl zones, design loads to be evaluated on project basis JUL 152013 PERMIT Miami Shores Villa le vc APPROVED BY DATE ZONING DEPT -` - BLDG DEPT' SUBJECT TO CCMPLIANCE IMTH ALL FEDERAL STATE ANO CCUMY RULES AMID REGULATIONS M AM MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, itoom'208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.iniaiiii(lade.p—ov/i)erfi/ DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens, FL 33018 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 PERA - 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. PERA 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: Hurricane Masterg Model 824/811 Steel Sectional Garage Door 16' -2" Wide x 16'- 0" High (Reinforced) with Window Lite Option APPROVAL DOCUMENT: Drawing No. 98 -05, titled "24 GA. Roll Formed Steel Sectional Garage Door ", dated 02/23/1998, with last revision H dated 10/13/2011, sheets I through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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/series 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. 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 user by the manufacturer or its distributors and .shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11- 0414.13 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 12-0110.08 MIAMI- Expiration Date: July 21, 2015 Approval Date: March 1, 2012 �, /�Z /GO'1Z- Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98 -05, titled "24 GA. Roll Formed Steel Sectional Garage Door ", dated 02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 11- 0414.13" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202 -94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI -07 -4267, dated 06/29/2007, signed and sealed by Candido F. Font, P.E. 2. Test Report-on Large Missile Impact Test per FBC, TAS 201 -94 and Cyclic Wind Pressure Test per FBC, TAS 203 -94, of "DAB 824 Sectional Residential Garage Door ", prepared by Hurricane Engineering & Testing Inc., Report No. HETI -11 -3206, dated 02 /10/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E8 -08 of "Sectional Residential Door (skin) ", prepared by Hurricane Engineering & Testing Inc, Report No. HETI- I1 -T101, dated 01/29/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05- 0217.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03 -1328, dated 07/15/2003, signed and sealed by Rafael E. Droz -Seda, PE. S. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03 -1329, dated 07/15/2003 signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test Report on Tensile Test per ASTM E -8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, 'Test Report No. HETI 03 -T078, dated 10/31/2003, signed and sealed by Rafael E. Droz -Seda, P.E. "Submitted under NOA # 030210.04" 7. 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 08/17/1998, signed by W. A. Jackson, P.E. � 42 �zz 7.017- Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0110.08 Expiration Date: July 21, 2015 E -1 Approval Date: March 1, 2012 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations prepared by AI- Farooq Corporation, complying with F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09- 0128.01 " 2. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/2007 and expiring on 11/29/2012. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11- 0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 1 1/10/2011 and expiring on 01/11/2017. F. STATEMENTS 1. Statement letter of code conformance to FBC 2010 and no financial interest issued by Al- Farooq Corporation, dated 10/25/2011, signed and sealed by Javad Ahmad, F.E. © 27, 7,a/71 Carlos Nt Utrera, P.E. Product Control Examiner NOA No. 12- 0110.08 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 E -2 7 -1/2" X 3" X 071" GALV. STEEL END ROLLER m W/ (6) #14 X 5/8' SMS 7 -1/2" X 2 -1/4" X 18 GA. ..GALV. STEEL CENTER HINGE W/ (4) $14 X 5/8" SMS I 2% DOOR r 1 W X .15 THK. LATCH SPRING LOADED SLIDE 80LT LOCK (BOTH SIOFS) FASTENED W/ (4) X14 X i/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO FBC 1012 REGARDING GARAGE DOORS 158 PIA GA% AIRCRAFT TYPE CASE & NICO -PRESS SLEEVE - W/ MIN. S TO 1 SAFETY FACTOR 7'X 3 "X0.1" STEEL PLATE 'M (4) X14 X 3/4" L SELF DPoW. SCREWS TOP FIXGURE 5 -1/2' X 2 -3/4" X 0.1° r, -PUSH NUT STEEL PLATE WITH ONE 5/16 -18 MS W/ NUT OPTIONAL DOOR VIEWER 4 v 1 FASTENED TO END STTI.E WITH TO BE INSTALLED AT (6) #14 X 3/4° SELF DRILLING SCREWS ANY CENTER STILE 0 SEE SHEET 4 FOR TOP BRACKET OPTIONS - -- i ! CENTER STILES O SEE SCH. 'A' �- -- A 1Q — — QLE si 09 ug ._jr J- 08'* _ _w 0 Il Z r BRACKET BRACKET STD. LIFT DOOR LOW HEADROOM OOQR ®® ®r 12' -0 TO 13' -10,� TOTAL 0 OF U' BARS AT HEfBHf CONSISTS OF EACH DOOR Hurricane Molter® Model 824/811 Max. Size 16' -2" X 16' -0' High SECIIOAS 18' 2 SECTIONS 21" ' 1 SECTION t8' S SE'C110NS 21 Y 4 - - -- DESIGN PRESSURE RA m 48,0 PS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 52.0 PSF �._— - -� 3 Ti S 9ECIIONS ie' SCHEDULE 'A' CENTER STILES CONRGURATION 4 SECTIONS /1Y 1 SECTION 211 8' 3 SECTONS4 18' 2 SECTIONS 21 . 8' -3' 2 SECTONS 18" 3 SECTIONS 21" -- 8' -8•- 1 SECTION IV' 4- SECRO14S 21' W -0' TO G' -10' 8'-9' 5 SECTIONS 21" -- 9' 8 SEOTTONS 18' - 9' -3° 5 SECTIONS 18. 1 SECTION 21" 4 W -8' 4 SECTIONS 18' 2 SECTIONS 21 = e' -8' S SECTIONS 18-1 SECTIONS S 21" DRESSING OR STUCCO, 10' 2 SECTIONS 18' 4 SECTIONS 21 IV -3" 1 SECTION 18' S SECTIONS 2_V 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL SECTIONS 21" - 5 ® ® ® ®® 10'-9° B BECKONS 18. 1 SECTION 21' o u IV B SECTIONS 18" 2 SECTIONS 21' 4 9ECRONS 18" J SECTIONS 11 -B 3 SECTIONS 18' _21 4 SECTIONS 21 H__ 11 -8' 2-SECTIONS 18 5 SECTIONS 21• 5 — 12' 1 SET'fIONS 16" 8 SECTIONS 21' 12 -3' 7 SECTIONS 21' - 12'-0' 8 SECTONS 18. 2 SECTIONS 21 12' -8' S SECTIONS 18' 3 SECTIONS 21' 13 4 SECTIONS 78. 4 SLPoTIO49 21' 13 -3. 3 SECTIONS 18-15 SECTIONS 21" ". -8" 2 SECTIONS 18-16 SECTIONS 21" 13' -e" 1 SECTION 18" 17 SECTIONS 21' 14' 8 SECTONS 21' - w -3" 6 BECKONS 18' 3 SECTIONS 21" 14- 5 SECTIONS 18. 4 SECTIONS 21" 14'9' 4 SECTIONS 18' 5 SECTIONS 21" 8 15' 3 SECTIONS 18. 8 SECTIONS 21' 15' -3' 2 SECTIONS 1W 7 SECTIONS 21" 15' -8' I $CI10N1 18" 8 SECRIXNS 21 15' -9' 9 SECTIONS 21' - 4 SEC(IONS 21" 18' 8 SECTIONS 18' DOOR OPTION 7 -7/8° X 3 -1/8' X .DID" -STEEL PLATE WITH (4) #14 X 3/4" (((SSOOS CENTER STILE D%E I STILE U •M N zcn OPTIONAL VENTS OPTIONAL FLUSH FACE I � 0 3 9 � " WIDE AT 7° O.C. MAX. - -- WOOD GRAIN DESIGN WA i & Q . AREA NOT TO EXCEED 120 SO. IN._ DOOR WIDTH MAX LOCK BAR GUIDES INSTALLED ON ENO STILE WITH (4) #14 X 5/8' SMS 4 g I8T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR CENTER STILES OPTIONAL ID Ka ED D 0 L K MOM LOCK BAR LOCKING SHOWN ALT, TO LOCKS SHOWN ABOVE I_ 8'-O' TO 9' -10' DOOR WIDTHS m IT 10'-0' TO I1' -10" DOOR WIDTHS. INSIDE ®® ®r 12' -0 TO 13' -10,� DAB DOORS INC. N O x ELEVATION RAISED PANEL EMBOSSED DOOR Hurricane Molter® Model 824/811 Max. Size 16' -2" X 16' -0' High _ DOOR WIDTHS With Window Lite Option DESIGN PRESSURE RA m 48,0 PS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 52.0 PSF �._— - -� $ a SCHEDULE 'A' CENTER STILES CONRGURATION (GENERAL NOTES I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2610 EDITION INCLUDING DOOR WIDTHS $ OF CENTER STILES HIGH VELOCITY HURRICANE ZONE. W -0' TO G' -10' 2 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. 10' -0' TO it' -10° 2 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ° = 12'-0• TO 13' -10' 3 DRESSING OR STUCCO, 144 -0 =TO 16 -10" 16'-11" 16 16'-2° _ 4 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL °- 5 ® ® ® ®® 4. ANCHORING OR LOADING CONDITIONS OTHER TWIN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5, A LOAD DURATION IMCREAST S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. c o u u. ° x FlCAN. 0582 ..owmingCO8sv8h dleFbLQs c H__ 14' -0" TO DTHS DOOR WIDTHS 0( /O 0$ t - REFER TO SHEET 2 i OR U -BAR PLACEMENT ®® ®r 12' -0 TO 13' -10,� ®® ® __ j�__ 15 -11' TO 16' -2" DOOR WIDTHS .. _. _ -� Ott 6 � Proms V drr�awOing no. 98 -05 ct,oa -9-1 _ DOOR WIDTHS 1-0 I 2 4 f 4 w 1 m ct 41 J - u J 1 {- 0 � C tlot� 02 ^23-88 CO acae: el _o ptlr. by: N0.MD (J7 I �Tl F. !- T-!.81. � HT11!W1 i �JAJ �i 0 i no a e escn on c ozla.n GINM WiBON i Iv l O m I I 2 ®®ggIN fA 0 k I C+ 14 j� i 24 GA. ROLL FORMED nR Si GARAGE OR l AL- FAROOQ CORPORATION a DAB DOORS INC. ENGINEERS & PRODUCT DEVELOPMENT ter. 1236 S.W. 87 AVE T 12195 N.W. 98 TH. AVE. MIAMI, FLORIDA 33174 C HIALEAH GARDENS, FL. 33018 TEL ($M 2e4s1oo FAX (305) 262.8878 TEL (305) 556 -8624 416 . X 2 -1/4" X 3/4" X 2' OALV STEEL U.&1R REINFORCING TRUSS LWI 2 -1/4" X 3/4" X r 9 BOTTOM OF PANEL TRUSS FASTENED TO EL U.BAR REINFORCING TRUSS VERTICAL INTERMEDIATE STILES W/ TWO STENED TO VERTICAL INTERMEDIATE STILES 814 X 5/8" S.M.S. AND TD END STILE 8 14 X 5/8' S.MS. AND TD END STILE W/ FOUR 814 X 3/4" SELF DRILLING S. 8 14 X 3/4" SELF DRILLING SCR. 1/r X 1 -3/4' X 18 CA OPEN TUBE 9 TOP &BOTTOM OF EACH PANEL Q BOTTOM SEAL .058 ALUM PLATE WITH i/a" x 1° s.MS. 9 48" O.C. AND RUBBER WEATHERSTRIPPING 1ST SECTION (BOTTOM ) INIMMEDLATE SECTIONS REINFORCING REINFORCING OPTIONAL STOP MOULDING BY DOOR INSTALLER STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1 -5/8" LAG SCREW 814 X 5/8" SMS (FULLY THREADED) 6 PER HINGE HEX WASHER HEAD TYPE A 1/2" X 1 -3/4' X .058" FORMED STEEL SOUTHERN PINE GLUED TO PANEL AND SECURED TO 0.55 S.G. END STILE WITH (4) 3/16" POP RIVETS 1 -7/8" X 2 -5/8" X .049" STEEL d CENTER STILE. GLUED AND RIVETED TO PANEL W/ (4) 3118" RIVETS POP 2` MIN. 8 14 x 5/8" S.M.S. E 1 4/ HINGE 1-3/16` 1 11 I 1 if I 1.9" X 2.19' X 3.3" X .090' STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING ORCING 'U' BAR AT ON ONLY AT DON DOORS 24 GA STEEL PANEL Z N 8 3/18" POP RIVETS AT 4" O.C. (6) FOR 21" STILES (5) FOR 18" STILES 16 0A X 2 -1/4" X 3//4' X 2" GALV. STEEL U.BAR RE8NFORCING TRUSS TRUSS FASTENED TO VERTICAL. INTERMEDIATE STILES W/ TWO 8 t4 X 5/8" S.M.S. AND TO END STILE END STILE �_ W/ FOUR 8 14 X 3/4" SELS DRILLING SCR. .024" STL. PANEL TOP SECTION U 7 -i/2° X •D5o' I INTERIOR SIDE STEEL TRACK G�AALLV. STEEL) 7 -1/2' X .071" 14 GA. X 2 -1/8" X 1' (STANDARD) CENTER HINGE ENO ROLLER HINGE 12 Q0. X 3-5/16- X i -i 2" (OPTi0NA�1) .7/8" PusHNUT 1.SY DA. X .50` STEEL ROU ASTENED TO /TRACK PLANES INSTALLED ON ROLLER SHAFT 1.82' DNA. X A. PLASTIC ROLLERS W/ 1/4 -20 x 5/8" TRUSS HD. SLOTTED MS. & LOCK NUT 2.75" DIA X .50" STEEL ROLLERS SECTION B -B WITH 4_ X 2 -1/2' X .049" STEEL CONNECT TO PANELS WITH 2,O (8) 3/18' ALUM RNETS EWE [a-- a I OUTSIDE OF SOUD BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL r POWER -BOLT BY 'POWERS' MIN. EMBED INTO CONC, MIN. EDGE MT. PER BRACKET SHEET 3 FOR BRACKET SPACING ' 1/4 -20 SS BOLT C I & NUT i M pN Q to _Z N m OZ rn G 0 I Q z c�7 � Fg� Z RN A PRODvemE vo 1 BONI"yfag with111e FtorW4 V. I 8 droving no. 98 -05 N 0 SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES RIVETS 2 -3/4' X 5-1/2" X 3" X .104° 5/16° X 1 -5/8" LAG SCREWS INTO WOOD OR CALM. STEEL 5/16" SLEEVE ANCHORS /TOP ROLLER BRACKET WITH 1 -1/4° EMBED INTO MASONRY FASTENED W/ (6) # 14 X 5/8" S.M.S.- - 3 PER BRACKET 090 THK. GALV. STEEL ADJUSTABLE 2 -1 2 4 SLIDE FASTENED TO BRACKET - / " X 4 -1 / " X 13 CA STEEL PUITES `W/ 5/16 -18 X 3/4' HEX HEAD WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANCI£ -- M. SCREWS &NUTS. - - WITH (4) 1/4 -20 FASTENED . BOLT & NUTS \ - -- TOP BRACKET - ..(STANDARD) TOP BRACKET z r (OPDONAL)) O W LOW HEADROOM DOD AND TO SPRING S / HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4' X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL SOLES WITH 2' X 5 -1 /2- X .104" (2) 3/16° POP RIVER GAILY. STEEL FASTENED W/ (4RO) $ 14 X TOP LLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .058" FORMED STEEL p -GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16' POP RIVETS 5/16" MEETING RIB DIAL X .50` STEEL ROLLERS _1.82" W/ .44 DIA. X 5" STEM OPTIONAL INSULATIONS; EPS- EXPANDEO POLYSTYRENE DENSITY _ .1.05 PCF KOA #07- 1107.08 OR -ISO -25 POLY- 1SOCYANURATE DENSITY - 2.0 PCF N.OA 807- 0301.10 OR DENSITY = 0.92 PCF N.OA $07- 1016.07 14 GA GALV. STEEL ROLLER HINGES FASTENED W/ (8) 14 X 5/8" SMS MML .024" ROLL FORMED STEEL PANEL DRAWING QUALITY 0-40 MIN. YIELD STRENGTH = 39 KSI WITH PRIMER AND BARED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL i BOTTOM $ TTOM RAC X ET FAA ENEDSMs BOTTOM SEAL .058 ALUM PLATE WITH 1/8" x 1" S.M.S. 0 48" G.C. AND RUBBER WEATHERSTRIPPING HORIZ. TRACK SUPPORT, CENTER SUPPORT READ. ON DOORS E%F,EWING 8 FT. IN HEIGHT II II A`-1 II A — J = OPENING HEIGHT PLUS 1 GA. GALV. STEEL TRACK 2 X 2 X 1/8" HDRR. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1 -1/2" APART FIRST AT 3" O.C. ° ° z r BOLT . A O W AND TO SPRING S / W -20 X IS 000077 0 G VERTICAL TRACK p p DOOR • SECTION HEIGHTS BRACKET PLACEMENTS J Z HEIGHT 1ST 12ND 13RD 4TH 5TH 81 B2 133 84 85 B6 B7 88 Q Iu `4i ' - 6' -0' 16° 18" 18" 18" N/A 1' 11 -3/4" -23" 34" 45" 56' 67° _ 6' -6" 21 18" 18° 21° /A 1° ft -3/4" 23 3q »- - 4g" T- 210121-121- 21" 1' 1_ 1 -3/4" 23" 34" q5" 56 87" - "' T -8" 18° 18 18" 18 8 i° 11-3/4° 23" 34' 45° 56" 67" 78 -1/4° 21° 18" 18 18° 21° 1" 91 -3/4" 23" 34" 45" 56" 67" 78-1/4" W *-St_OITUNS ARE NUMBERED STARTING AT THE BOTTOM ?, O FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT TO" O.C. v M STEEL TRACK BRACKETS �• Z VI v HKT O - co W CONNECTED T TRACK WRH B 1/4° BOLTS & NUTS. X11 yI ° O 3 z TFT m _ TRACK CONFIGURATION (� $ om��"1.I VERTICAL LIFT HIGH LIFT STANDARD UFT LOW HEADROOM O o u u x DOABLE TRACK c �` � ritOW/C!'RGV18iiD TS ge - FUL P ' r2 1MOO N381 {if0'P t�ltf o 1 3 o l ZOti1 � CAO6o► drowl g no- 98-05 sheet 4 # 6 *-St_OITUNS ARE NUMBERED STARTING AT THE BOTTOM ?, O FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT TO" O.C. v M STEEL TRACK BRACKETS �• Z VI v HKT O - co W CONNECTED T TRACK WRH B 1/4° BOLTS & NUTS. X11 yI ° O 3 z TFT m _ TRACK CONFIGURATION (� $ om��"1.I VERTICAL LIFT HIGH LIFT STANDARD UFT LOW HEADROOM O o u u x DOABLE TRACK c �` � ritOW/C!'RGV18iiD TS ge - FUL P ' r2 1MOO N381 {if0'P t�ltf o 1 3 o l ZOti1 � CAO6o► drowl g no- 98-05 sheet 4 # 6 1/4' 014k !AG SCREWS I VT000 B AT4S' FROM ENDS FROM AT 8" FROM ENDS 2� AND 11' O.C. MAX I I AND 11' O.C. MAX. WOOD FRAME RI III DIAI/.0 STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3W) 2 STUDS. PRESSURE TREATED GRADE 2 SYP OR BETTER STUD WALLS TO BE COW* 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 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFOFFQE M SO BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON 8Y 'ELCO' WRH SPACING OF 12° O.C. INTO BLOCK WALL, WITH 2 -1/4" MIN. EMBED D" O.C. INTO 3�0 PSI CONCRETE, WITH 1 -3/4' MIN. EMBED 1/4" TAPPER BY 'POWERS' WITH SPACING OF 8' O.C. INTO BLOCK WALL, WITH 1 -1/2" MIN. EMBED B` O.C. INFO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. EMBED 3° MIN. EDGE DISTANCE 3/8" COPIFLEX BY 'ELCO' OR 3/8° LDT BY 'BW' WITH SPACING OF 21` O.C. IMO 3000 PSI CONCRETE, WITH 2 -1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8' HLC SLEEVE BY 'HILTC WITH SPACING OF 10" O.C. INTO BLOCK WALL. WITH 1 -1/4" MIN. EMBED. 4" MW. EDGE DIST. IT" O.C. (PRO 3000 PSI CONCRETE, WITH 1 -1/4" MIN. EMBED AND 2 -112" MIN. EDGE DISTANCE THE BOCK WALL CELLS SWILL BE GRODT FILLED AND REINFORCED WITH FOUR 5 BARS EXTENDING INTO FOOTING AND WTO TIE BEAMS ALL BARS L BE CONTINUOUS FROM TIE BEAMS TO FQOTWG. PREPARATION OF JAMBS BY OF JAMBS BY OARS STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/ OIA, BOLTS WITH WASHER & NUT AT 12' O.C. MAX. t -t 4'STEEL .,/LX 14 CA 12 GA GALV. STEEL FLAT BRACKETS t3" LONG AT 12° O.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE _ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE n- 3 8 HUD SLEEVE BY HRTI GONG. 1 -1 4 8° 2' 3 8" HLC SLEEVE BY MM FILLED BLOCK 1 -1 4' - q° 3 8 DYNABOLT BY UW" GONG. i -t 2" _ 9 "__ _ 3• 1 2 DYNABOLT BY 'ITW' FILLED BLOCK i -7 8" __ 4• 3 8 POWER -BOLT By 'POWERS _GONG. 2` 3 8 SLEEVE -ALL _BY SOAPSONS GONG. '1 -1 2 /CONCRETE Fc - 3000 PSI MIN. C -SO GROUT FILLED BLACK r - 2000 PSI MIN. 2 -1/8" X 1` X 14 GA. GAL . STEEL TRACK FASTENED TO TRACK PLATES W/ (21 1/4- 20X5 /8" TRUSS H0. SLOTTED M.S. & LOCK NUT ALTERNATE TERNATE TRACK INSTALLATION ATION CIVIL T � �82 �J o 4� AV y. F 9! ro d a� O� a vg 0IL 8 0 q�o Equ HE W ar C7 U � M a� z p e Z 00 W to 0 Z ¢ N N T N PR0K1i7C "VmW esam0lpteiwi�lEePTaiA� S 1 No 12- By drawing no. 98 -05 DOOR PANEL 24 GA. (.024) STEEL MIN. x 0 CBS POLYCARBONATE LOM :j BY SAEaC NNOVATIVE PLASTICS ii ,ice NOA 808-0305.02. 1;1� .062 DEEP OR SMS - 0 1 t831XW3/4° F 1ROM ENDS AND 8 -1/2. O.C. MAX. 88 x 3/4- sms 0 3/8' FROM ENDS AND 7" D.C. MAX 7118" MA. WASHER DOOR PANEL 24 Gk (.024) STEEL WN. PLASTIC COMPLIES WITH -900 SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE ao Z 0 1.765 F — OPTIONAL WINDOW UTES IN ANTLO&TION] 1.725 Q L144 21 3/4- L MAX. WDW. WIDTH 0 CL 0 4 P� EXTERIOR FRAM INTERIOR FRAM Ea 1/8- RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION in �O 6 MAX N,° 010- z - to� E�l El n ED M r r - i , LJ W it wo 2� 0 u . . i a INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH WINDOWS #8 X 3/4- SMS 0 318r FROM ENDS, 175 X .052 DEEP AND 4-1/2" D.C. MAX I F GROOVE I I cal lm�- 4 cra PRODUcrRanuo FLX ' 141 8ufttboFWWa soudhVC4& A000twN. C'a &P2 DOOR PANEL 24 Gk (.024) STEEL MR EXTERIOR - 24 UjOWO -BITE O.L. OPG. 98-05 sheet 6 Of 6 F7/16' DW WASHER 88 X 3/4- SMS OA ®3/8' FROM ENDS • AND 7' D.C. MAX. (4) 88 X 3/4" SMS 0 1-31W FROM ENDS AND 8 -1/2- D.C. MAX. 11 t0j. Iiii .175 X .062 DEEP x 0 CBS POLYCARBONATE LOM :j BY SAEaC NNOVATIVE PLASTICS ii ,ice NOA 808-0305.02. 1;1� .062 DEEP OR SMS - 0 1 t831XW3/4° F 1ROM ENDS AND 8 -1/2. O.C. MAX. 88 x 3/4- sms 0 3/8' FROM ENDS AND 7" D.C. MAX 7118" MA. WASHER DOOR PANEL 24 Gk (.024) STEEL WN. PLASTIC COMPLIES WITH -900 SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE ao Z 0 1.765 F — OPTIONAL WINDOW UTES IN ANTLO&TION] 1.725 Q L144 21 3/4- L MAX. WDW. WIDTH 0 CL 0 4 P� EXTERIOR FRAM INTERIOR FRAM Ea 1/8- RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION in �O 6 MAX N,° 010- z - to� E�l El n ED M r r - i , LJ W it wo 2� 0 u . . i a INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH WINDOWS #8 X 3/4- SMS 0 318r FROM ENDS, 175 X .052 DEEP AND 4-1/2" D.C. MAX I F GROOVE I I cal lm�- 4 cra PRODUcrRanuo FLX ' 141 8ufttboFWWa soudhVC4& A000twN. C'a &P2 DOOR PANEL 24 Gk (.024) STEEL MR EXTERIOR - 24 UjOWO -BITE O.L. OPG. 98-05 sheet 6 Of 6 7/24/13 530 NE 91 St (10) - Laserfi che WebLj nk . ... ... .. .. ............ 9 rt ............ .. ... .. 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