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WS-15-3042 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-248967 Permit Number: WS-12-15-3042 Scheduled Inspection Date: January 27,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ROMERO, IBIS Work Classification: Garage Door Job Address: 10560 NE 2 Court Miami Shores, FL 33138- Phone Number Parcel Number 1122310130660 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Na Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid January 26,2016 For Inspections please call: (305)762-4949 Page 17 of 62 nr .WS-1 2-15-3042 Miami Shores Village PVrrti`Typ.Ont �$ IUit§ft 10050 N.E.2nd Avenue NE Garage Door Miami Shores,FL 33138-0000 Permit Status:APPROV fiPA` Phone: (305)795-2204 Issue Expiration: 06/12/2016 _,. Project Address Parcel Number Applicant 10560 NE 2 Court 1122310130660 Miami Shores, FL 33138- Block: Lot: IBIS ROMERO Owner Information Address Phone Cell IBIS ROMERO 10560 NE 2 Court MIAMI SHORES FL 33138- 10560 NE 2 Court MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 5,000.00 FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 0 Type of Work:REPLACE GARAGE DOOR Available Inspections: No of Openings:1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 DBPR Fee Invoice# WS-12-15-57984 $2.00 12/15/2015 Credit Card $81.00 $50.00 DCA Fee $2.00 Education Surcharge $1.00 12/08/2015 Check#:21488 $50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $131.00 In consideration of the issuance toL rmit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict confolans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assum resll work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,P MB4AL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I thing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zon' g. Fu e above-named contractor to do the work stated. December 15, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy December 15,2015 1 P Miami Shores Village CEID Building Department EC 08 15 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 / Tel:(305)795-2204 Fax:(305)756-8972 FBY::— INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 r�11!! �' BUILDING Master Permit No. Ws t5' � 0qz PERMIT APPLICATION Sub Permit No. �ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: L�Q City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I V _�4 J ) - B — JCL—Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Phone#: Address: C1 City: State: �. Zip: p� Tenant/Lessee Name: Phone#: Email: �y q CONTRACTOR:Company Name: Phone#: Address: 0 City: State: _s Zip: Qualifier NameA 1"')C{LJL� r Phone#:2s :)C_0 11_414 � State Certification or Registration#: (� (�t✓� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ n o Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New .:�Ar/Replace p❑ Demolition Description of Work: ( �C ��•1C Specify color of color thru tile: p Submittal Fee$ — �o� Permit Fee$ A '1© �� CCF$ 3®° CO/CC$ Scanning Fee$ C1 0 0 Radon Fee$ 1 00 DBPR$ 2- Notary$ 0 Technology Fee$ 4 oa Training/Education Fee$ °O Double Fee$ tQ Structural Reviews$ G Bond$ 0 TOTAL FEE NOW DUE$ q 1 1 0 (Revised02/24/2014) � J Bonding,tompany's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged /� 9 ignatur Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 12C 20 , by day of '< �� 20 by n L-(J ,who is personally known to ��j � �(.iwho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC NOTARY P LIC: a Sign: i 0�\e�� � e� ,�e� Sign: S p°bac C \SS\ON et 23, fess Print: P� ' o Print: Seal: = Seal: :•• s waw APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami-Dade County Page 1 of 1 RIFFU ""�"F THE PROP"ERTY Summary Report Generated On: 11/18/2015 Property InformationI Folio: 11-2231-013-0660 .. wdrlfl�rrf,,r 10560 NE 2 CT Property Address: S;> i Miami Shores,FL 33138-2003 Owner IBIS ROMERO 10560 NE 2ND CT Mailing Address /w MIAMI SHORES,FL 33138 USA I@:' Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds 1 Baths 1 Half 2/210 f Floors 1 a •; sY i Living Units 1 _ M Actual Area 1,612 Sq.Ftt 20 h i Living Area 1,306 Sq.Ft Adjusted Area 1,456 Sq.Ft Taxable Value Information Lot Size 11,500 Sq.Ft 2015 2014 2013 Year Built 1951 County Assessment Information Exemption Value 1 $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value 1 $195,5061 $193,5581 $212,663 Land Value $192,372 $137,678 $155,312 School Board Building Value $107,511 $105,880 $107,351 Exemption Value $25,000 $25,000 $25,000 XF Value $0 $0 $0 Taxable Value 1 $220,506 $218,558 $237,663 - - - City Market Value $299,883 $243,558 $262,663 Assessed Value $245,506 $243,558 $262,663 Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $195,506 $193,558 $212,663 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value 1 $50,0001 $50,0001 $50,000 Save Our Homes Assessment Taxable Value $195,506 $193,558 $212,663 Cap Reduction $54,377 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,0001 $25,0001 $25,000 Previous Price OR Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sale Page School Board,City,Regional). 06/15/2012 $320,000 28180 Qual by exam of deed 1117 Short Legal Description 08/08/2011 $314,000 27792 Qual by exam of deed FIRST ADD TO PASADENA PARK 4742 PB 6-82 03/11/2010 $323,000 272439 Qual by exam of deed LOTS 6&7 BLK 15 11/01/2005 $0 24049- Sales which are disqualified as a result LOT SIZE 100.000 X 115 1886 of examination of the deed OR 21288-4574/75 0503 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http:/twww.miamidade.gov/info/disclaimer.asp Version http://www.miamidade.gov/propertysearch/ 11/18/2015 t{ , 1 , 1 r • , I , , , , •1 j t ; ; I , I 1 I I b I Ir ` , I z I 1 I I I •1• ; ' .� t_, ., j•- •; I i' 'I I .I -� I ,.. , I. f �. LL 1 I { ; ; ; � it ' ; � I I � � i I ; .•.j.. I r • i IbAbLo L. � I I - v;t o� �. I I j I •! • 1 ! I 1 I I r _ Ian �� •I � �. I ' ! ; I .I .'.. ; , , I � I . 1 . it LLI LL o s I I ' J i '-GARAGE IDOO 9'x 6.9'(62/-70) `f NOA#15-0317.04 7.77 r , ir •• •• 1 r SF V 11 4 i f�lI '.1. 11 1 I �• .; •� Z .•. � ��, r i s N ._ *!• LW 1 izoI uiS 30 5 a Specialty Engineering Consultants,Ina �yc tuEF4, Wind VelocBea to South South Flo n 1588 SW 30 Avenue,Suite 520 e�` 3 a�. Dade Browmd Palm BeachMa Boynton Beach,FL 334328 g 1> n n 5 FL.CA 5 009217 v, Rink Cm.1 165 156 156 Low risk to h--(farms,sleds 5 �, a� Risk Cm 2 1 175 170 170 SW.Fami1 Residesms Rist CaL 3&4 186 180 180 F-sial Facilities P;=q h-(Wp: GCp Inttstuefions and itrnitallons of use 1 Charts ovlde wind assures based on the mean roof h tR AId shell not exceed 80'-0'. 2 n eesures ere for an enclosed shu8ere or other reslsterrce Protection required). V(mph) 175 1620 FBC fm HVHZ,or Fig.26.5-1e 3 User shall determine the mean roof h Id. Eave h M+Roof Peak1R. Risk Category 11 Table 1.5-1,page 2 4 End zone distance Is the lessor of 10%of length,10%of width or 40%of the mean roof height mM not less than F E.I.- c Section 26.7 5 If 50%of a component Is In a particular zone then that component is considered to be In zone with the malorfty of the area.If questionable then place In Zone 5 Kd 0.85 Table 26.6-1,page 250 6 Each component window,door,mulfion has a tribubuy area that Is area to be used.Area of components to rounded down but shall not be less than 10 at. Ku 1 Figure 26.8-1,page 252 7 1 For NOA's that rectufte a Kd-1.0 then m the values listed herein by 1.18. GCpi 0.15 -0.18 0.55 8 Wddpressuresare based on Allowable stress deslqn. pitch of roof 3112 14.0 degrees 8 n assures fisted herein are vaild for res B and C and exposure D.max roof height 301,see criteria shown left that. 14.0&V- 10 1 Charts and values fisted herein we only vafid when signed,dated and sealed by Gary McDou le PE 556214 or D.Adam LeBlanc PE 577012 11 Wind desIgn pressures are calculated in accordance with ASCE 7-10 Method 2 12 No reductlon is taken for slopes less than 10 degrees. Area ofcom t Arae ofcom t Area of A-f-poccat Area ofcouponent Area of Area of Area of Area of 1 Areadocanponant Area ofcom -t 10.0 sf 15.0 at 20.0 sf 25.0 f 30.0 d 35.0 at 40.0 d 45.0 d Son at 55.0 at 60.04 Mean Roof Hewitt Zone 4 Zone 5 f924 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zoite 4 Zone 5 40.1 40.1 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 -51.3 41.8 -50.6 41.4 49.8 41.0 49.0 -40.6 48.3 40.2 -47.5 -39.8 -46.8 -39.4 46.0 -39.0 45.2 -38.6 -44.5 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 41.6 49.7 41.1 48.9 -40.7 48.2 40.3 47.4 -39.9 -46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 1 -44.6 -55.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 -48.0 -40.4 47.2 40.0 -46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 is 45.1 -55.7 43.9 -53.3 43.5 1 -52.6 43.0 -51.8 42.6 1 -51.0 42.2 -50.2 41.8 1 49.4 41.3 48.6 40.9 1 47.8 40.5 47.0 40.1 1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 46.2 -57.0 44.9 -54.5 44.4 -53.7 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 46.6 -57.6 45.3 -55.1 44.9 -54.3 44.4 -53.5 44.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 -50.2 42.3 49.4 41.8 48.5 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 1 47.1 -58.1 45.8 -55.6 45.3 1 -54.8 44.9 1 -54.0 44.4 1 -53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 46.2 -56.2 45.8 -55.3 45.3 -54.5 -44.9 -53.7 44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 -44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 -54.6 45.2 -53.8 1 44.7 -52.9 44.3 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 1 48.8 -60.2 47.4 -57.6 47.0 1 -56.8 46.5 1 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 -52.5 44.2 1 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 47.3 -57.2 -46.9 -56.4 46.4 -55.5 1 45.9 -54.6 45.5 -53.8 1 45.0 -52.9 1 44.6 -52.0 44.1 -51.2 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43. X2.8 49.3 0 4R.0 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 -36.8 46R' •S5.• • .3• •-55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 44.4 -51.6 44.0 -50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.9. �3� 13.16 • 411.0• 4R.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 J%7�p 0 dtg�/ 0. 29 49.9 -61.6 48.5 -59.0 48.0 -58.1 47.6 -39.• •47.1 ••6.3• • .6• - 46.2 -54.6 45.7 -53.7 45.2 -52.8 44.8 �� �0 I 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40e •°'�o,° �4. O 30 1 -50.3 -62.1 48.9 -59.4 1 48.4 -58.5 1 47.9 -57.6 1 47.4 -56.8 47.0 1 -55.9 46.5 -55.0 46.0 -54.1 45.6 -53.2 6 Goo • • • • • • • • • o((�0° 7012 0 .. . . . . ® ® DECD . .. . . . . . . .. ... ® Q Goo a • • ... ° ® • ••• • •• •• . . .. .. ®® ., 0 ••• • Ile �eeaaeeoee M i®�E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldRde.gov/economy DAB Door Company,Inc. 12195 NW 981"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 RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 9'-4'6w/t iindow Lite Option(DP+62.0,-70.0 PSF) ...... APPROVAL DOCUMENT: Drawing No. 01-05,titled"Sectional Garage Door".�§V�.01/1470016 with ••���• last revision I dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al-Farooq CoxpoUjPn,signet and sealed by favad Ahmad,P.E., bearing the Miami-Dade County Product Control revisiceestamp withlhe ;•••• Notice of Acceptance number and expiration date by the Miami-Dade County Product Elontrol oOoetioe geese ..gee. g. • es�.ee SSILE IMPACT RATING:Large and Small Missile Impact Resistant • .. .. .. . ...... LABELING:A permanent label with the manufacturer's name or logo,manufactattmgaddress,model • number,the positive and negative design pressure rating,indicate impact rated if applicable,installation ....;. instruction drawing reference number, approval number(NOA),the applicable teststagd4rds,and the statement reading`Miami-Dade County Product Control Approved'is to be locatededh th'b door;S sQi1q;rack,• • 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 shalt be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0814.09 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.15-0317.04 CI-DADE Expiration Date: October 4,2016 Approval Date:June 11,2015 Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Drawing No.01-05,titled"Sectional Garage Door",dated 01/19/2001,with last revision I dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#09-0128.05" 1. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by Hurricane Engineering&Testing,Inc.,dated 12/23/2008, signed and sealed by Candido F. Font,P.E. "Submitted under NOA#08-1106.05" 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 Seption0l Garage Door with Fixed Windows,prepared by Hurricane Engineeriag&westing;1W,7est Reports No.HETI 08-2149A/B,dated 06/27/2008,signed and sealed ibyC;ndido•F.Fant, . . P.E. •0000. "Submitted under NOA #03-0210.04" •••• 0000 ;"'•; 3. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a paint'btl'Cr-40 steef p&t►els, ••••• prepared by Celotex Corporation,Test Report No.258592,dated 08/'1%%18,sig add by.W.A"'•0 Jackson,P.E. .. 0. .. 0 000000 • • • 0 000000 "Submitted under NOA#01-0620.08" ;••••• 4. Test report of Uniform Static Air Pressure and Force EntryResistance iies4 per FRCP TAS 202-94 on"Sectional Residential Garage Doors",prepared by Hurricatre Engineering&. Testing,Inc.,Report No:HETI 01-966,dated 01/18/2001,signed and sealed by Hector M. Medina,P.E. 5. 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.HET101-972/974, dated 01/29/2001, signed and sealed by Hector M.Medina,P.E. C. CALCULATIONS "Submitted under NOA#14-0814.09" 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. �fo21�,1s Carlos M.Utrers,P.E. Product Control Examiner NOA No.15-0317.04 Expiration Date: October 4,2016 Approval Date:June 11,2015 E-1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NDA#U9-0128.OS" 1. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 1 1129/20 1 7. 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 01/1lJ2.QIj!-. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products,LTr,f4jheir •••••• Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and ekpiring to •, 01/11/2017. •••••• • •• •+•.•. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North Am`q*j%Inc,for tke" :....: Expanded Polystyrene Block Insulation,approved on 02/24/2011 and'vpipiig on 6;"4)2016. • ••••• "Submitted under NOA#4S-4228.02" 00:00* 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus,Test per •.• •••••• ASTM G155 of"PVC Extrusion Material",prepared by Hurricane En*gineeimg&. "fees Testing,Inc.,Report No.HETI 04-A002, dated 09/27/2004,signed acid%ended byzUraerE. Droz-Seda, P.E. •• . . ... ;'•••; 7. Test Reports on Tensile Test per ASTM D63 8 of"PVC Extrusion Material",prepaeft b}e Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed and sealed by I.Ghia,P.E. 8. 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 05/06/2004,signed and sealed by J.L.Doldan,P.E. F. STATEMENTS "Submitted under NOA#14-0814.09" 1. Statement letter of code conformance to the 5'h edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad.Ahmad,P.E. Carlos M.Utrera,P.E. Product Control Exanuner NOA No.15-0317.04 Expiration Date: October 4,2016 Approval Date:June 11,2015 E-2 7-1/2" X 3" X .071" GALY. STEEL TOP FIXTURE 5-1/2" X 2-3/4" X 0.1' °D END ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/ NUT a ■ W/ (4} #14 X 5/8" SMS p FASTENED TO END STILE WITHTO BE OPTIONAL DOOR VIEWER o WITHOUT DELRON SLEEVE (STD.) (6) #14 X 3/4' SELF DRILLING SCREWS CENTTERISTILELEO AT DEC 0 8 2 WITH DELRON SLEEVE (OPTIONAL) CENTER STILE �- A Q.F Cn N BY:-- 8 W W Q I G 9 d N C7 Oo 0 a 7-1/2" X 2-1/4" x .071" - - - I - - - - O D. Q Q g GALY. STEEL CENTER HINGE (- - _ W/ (4) #14 X 5/8" SMS 1 _ WITH DELRON SLEEVE (OPTIONAL) B r r 10 O a s B 00o xo �' O N ! wn Q W3 �1 LOCK \ - J = rn = N u" 2 In 2 N- M 2/ DOOR '�-- - - I 0 0 0 0 F5 NMN Wri$ F mt". o w 0 rn ---- ° 1" W X .15" THK. LATCH ---- - - - -- — STANDARD LOCK - --- - _ T- CO #14 X 3/4" SELF DRILLING SCREWS MAY BE USED SPRING LOADED SLIDE BOLT (BOTH SIDES) �- IN LIEU OF #14 X 5/8" SMS FASTENED W/ (4) #14 X 1/2" S.M.S. r = -��- - T 1 ' x 00 5/8" MIN. LOCK ENGAGEMENT f` J� O CONFORMS TO SECTION 1008 REGARDING -'- 0 �R`GE DOORS I w~'•• • 3" X 1-1/2" X 6-1/2" X .1' STEEL - _ I w • Q Ue •••• • N • Lu• • FASTENED TO END STILE WITH - (2) #14 X 3/4" S;STDLIF Z H cifTOTAL # OF I `°DOOR 'U' BARS AT �w •••••• HEIGHT CONSISTS OF EACH DOOR 158 DIA. GALY. AIRCRAFT TYPE I -'-A * 30< •6'-8' 2 SECTIONS 18' 2 SECTIONS 21" CABLE & NICO-PRESS SLEEVE OPTIONAL VENT OPTIONAL FLUSH FACE +� 0 Q•ip � ..••06'-9' 1 SECTION 18' 3 SECTIONS 21' w MIN. 5 TO 1 SAFETY FACTOR (3) 5" WIDE AT 7" O.C. MAX. WOOD GRAIN DESIGN . C9� •/ OPENING AREA NOT TO EXCEED b Z �+ • 0•••• p COLONIAL DESIGN • D �•+� ...... 7' 4 sECTIoNS 21' - 120 SQ. IN. •T-3' - - � •7'-6' 5 SECTIONS 18" - MAY. DOOR WIDTH ' `Qcv g ....: 7'-9" 4 SECTIONS 18' 1 SECTION 21' �� 0 W-4" 0 08' 3 SECTIONS 18" 2 SECTIONS 21' 000008'-3' 2 SECTIONS 18' 3 SECTIONS 21'8'-6' 1 SECTION 18" 4 SECTIONS 21" BRACKETINSIDE ELEVATION DAB DOORS INC. •W-9" 5 SECTIONS 21' - OR LOW HEADROOM RAISED PANEL EMBOSSED DOOR Hurricane Master® Model 824/811 9' 6 SECTIONS 18' - - - DOOR OPTION 9'-3" 5 SECTIONS 18' 1 SECTION 21' Max. Size 9 -4" X 16'-0" Hlgh E w w w 9'-6' 4 SECTIONS 18' 2 SECTIONS 21' 7-7/8' X 3-1/8" X .010- '2 Window Lite Option -- o Z H 9'-9' 3 SECTIONS 18" 3 SECTIONS 21' STEEL PLATE c 0 r 10' 2 SECTIONS 18' 4 SECTIONS 21' rc WITH (4) #14 X 3/ " DS o w w w j 0 t9 t7 c� 10'-3' i sEcnaN 16' s sEcnaNs 21' o MAXIMUM DESIGN LOAD RATING = + 62.0 PSF MAXIMUM ESIGN LOAD RATING = + 55.0 PSF L D 10'-6' 5 SECTIONS 21' - CENTER STILE v a W 10'-9' 6 SECTIONS 18" 1 SECTION 21" (DOORS WITHOUT WINDOWS) - 70.0 PSF (DOORS TH WINDOWS) - 64.0 PSF a a 6i o 0 0 0 Z Z Z 11' 5 SECTIONS 18" 2 SECTIONS 21' � OUTSIDE 11'-3' 4 SECTIONS 18" 3 SECTIONS 21' HANDLE END STILE DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF 11'-6` 3 SECTIONS 18" 4 SECTIONS 21' a FLORIDA BUILDING CODE, TAS-202, TAS-20i & TAS-203 FOR ORIDA BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR 11'-9" 2 SECTIONS 18' S SECTIONS 21° HVHZ AND ASTM E1886-05/ASTM E1996-09. y a 12' 1 SECTIONS 18' 6 SECTIONS 21' N o in- 12'-3" v o tN: of not 12'-3" 7 SECTIONS 21" - LOCK BAR GUIDES •5 o 0 0 12'-6' 6 SECTIONS 18' 2 SECTIONS 21" INSTALLED ON END STELE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT d c w o x - 12'-9' 5 SECTIONS 18" 3 SECTIONS 21' ° (4) #14 x s/8" SMS - 13' 4 SECTIONS 18" 4 sEcnoNs 21' OWITH X .6W LOCK BAR 13'-3' 3 SECTIONS 18" 5 SECTIONS 21' GES IN TRACK GENERAL NOTES o r13'-6" 2 SECTIONS 18" 6 SECTIONS 21' ON EACH SIDE OF DOOR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Engr. JAVAo AHMADi SECTION 18' 7 SECTIONS 21' REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014) FLA EML05928 SECTIONS 21' — OUTSIDE KEYED LOCK (OPTIONAL INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). C.A.N. 36 SECTIONS 18' 3 SECTIONS 21" LOCK BAR LOCKING SHOWN Aco+l�e5 SECTIONS 18' 4 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. H � ,ALTERNATE TO SPRING LOADED SLIDE BOLT ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL R d2 54 SECTIONS 18" 5 SECTIONS 21' LOCKS SHOWN ABOVE DRESSING OR STU�,"CO. by 15' 13 SECTIONS 18' 6 SECTIONS 21" 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. e.NedM Comas drawing no. 15'-3' 2 SECTIONS 18' 7 SECTIONS 21' 15'-6' 1 SECTION 18" 8 SECTIONS 21" 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 01 -05 � 15'-9' 9 SECTIONS 21' - THESE DETAILS ARE N0T PART OF THIS APPROVAL_ 16' 6 SECTIONS 19' 4 sECTioNs Zt" 5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. sheet of I Vm 24 GA. STEEL PANEL-� t° 0 1 0 G Lt ®+ + 1 0 FLAPS BENT OVER PANEL 0 c - - ° CL I 16 GA. X 2-1/4" X 3/4" X 2" —4 " GALV. STEEL U.BAR REINFORCING TRUSS ' 0 TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES h W/ TWO # 14 X 5/e" S.M.S. AND TO END STILE 1/2" PUNCHED HOLES I O w m W/ FOUR # 14 X 3/4" SELF DRILLING SCR. ® 4" O C I a fY M o — 1L— _ Ii) Q KQQ ami [.024" STL. PANEL Q 03 GALVCc M 16 .STEEL U/BARXREINFORCING TRUSS - - OUTSIDE OF DOOR I a w 3 ri y ® BOTTOM OF PANEL TRUSS FASTENED TO I LL Z N VERTICAL INTERMEDIATE STILES W/ TWO = j In < M F #14 X 5/8" S.M.S, AND TO END STILE _ t�� Q �y W/ FOUR #14 X 3/4" SELF DRILLING S. - �_ , � I I SOLID BRASS BOOR VOMER 00 O BOTTOM SEAL OPTIONS BY 'SCHLAGE SECURITY HARDWARE' END STILE O o SEE SHEET 4 INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE o r o POSITIONED AT EYE LEVEL w j ••• - ANCHORS AT TRACK BRACKET: (11 . Q •••• • BOTTOM SECTION A) 3/8" DIA. POWER-BOLT BY 'POWERS' •' _ ;• • REINFORCING TRUSS 2" MIN. EMBED INTO CONCRETE I-Z � •••••• ONE AT BOTTOM PANEL _ 1-7/8" MIN. EDGE DISTANCE rn W STEEL TRACK BRACKET FASTENED i • N cools ••••• TO WOOD JAMB WITH TOP SECTION B) /8 DIA. HLC SLEEVE BY 'HILT] •7 • • ••••• 5/16" X 1-5/8" LAG SCREW REINFORCING TRUSS 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK, O z 0 � • (FULLY THREADED) ONE AT TOP PANEL 1-5/8" MIN. EDGE DISTANCE INTO CONCRETE • 6 Z • ••••• FOR CONNECTION OF W00D BUCK ONE PER BRACKET 4" MIN. EDGE DISTANCE INTO FILLED BLOCK • I • Lo ••••• TO MASONRY SEE NOTE ON SHEET 4 • • .m rn -� • • OPTIONAL STOP MOULDING : •Q N •••• • BY DOOR INSTALLER CONCRETE Vc = 3000 PSI MIN. #14 X 5/8" SMS 3/4" X 2" X 2-1/2" X .049" STEEL C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. • • • • 4 PER HINGE END STILE, CONNECT TO PANELS WITH r--�— •••••• SOUTHERN PINE I FLAPS AND (4) 3/16" ALUM RIVETS • • • 0.55 S.G, a EDG. DIST°•- 1/2" X 1-3/4" X .059" FORMED STEEL SEE DETAIL ABOVE GLUED TO PANEL AND SECURED TO cl o Q a d END STILE WITH 3/16" POP RIVETS ® 12" O.C. d•• W W " �• 1-7/8" X 2-5/8" X .045" STEEL EDGE N N o I CENTER STILE, GLUED AND RIVETED DISTANCE c N g N m o r TO PANEL W/ (4) 3/16" RIVETS POP RIVETS o o I t1l 1/2" MIN. � � �1-3/1,6 W S W Win #14 X 5/8" S.M.S. " I 4/ HINGE ° 1 � C co C) o00 � z 00' z z m LI-3/16- ; 1 ANCHOR TYPE A OR B oar a a o 1.9' X 2.19" X 3.3" X .102" /(1) PER BRACKET > o o o STEEL TRACK BRACKETS I SEE SHEET 3 FOR BRACKET SPACING 0 SEE SHEET 3 FOR SPACING 1/4-20 SS BOLT & NUT c I 1 Engr. JAVAD AHMAD PRULXK'tTiIEYLSED c� �' CIVIL FLA. PE # 70592 Fiorld8 o I 7-1/2" X .071" GALV. STEEL C.A. . 3538 M CENTER HINGE 7-1/2" X .071" A0°pW=No ENO ROLLER HINGEt 7/16" PUSHNUT v H STEEL TRACK INSTALLED ON ROLLER SHAFT SECTION B—B 14 GA. X 2-1/8" X 1" (STANDARD) 1.82" DIA. X .50" STEEL ROLLERS (STD.) � 20�� t�+.mii Px+as!ercaarar! drawing no. 12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) L FASTENED TO TRACK PLATES 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) 01 -05 W/ 1/4-20 X 5/8" TRUSS HD. INTERIOR SIDE 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) SLOTTED M.S. & LOCK NUT WITH 5" STEM sheet 2 of 5 POP RIVETS2 X 2 X 1/8" HORIZ. ANGLE (1 cn 2" 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, SPOT WELDED TO HORIZ. TRACK 2-3/4" X 5-1/2" X 3" X .104" + 5/16" SLEEVE ANCHORS CENTER SUPPORT R£0D. ON DOORS GALV. STEEL EXREEDING 8 FT. IN HEIGHT WITH TWO WELDS AT 1-1/2" APART TOP ROLLER BRACKET ON EACH SIDE WITH 1-1/4" EMBED INTO MASONRY �1 FIRST AT 3" O.C. 01 3 PER BRACKET II A REST AT 9" O.C. FASTENED W/ (6) # 14 X 5/8" S.M.S. _ _ II CONNECTED TO FLAG BRACKET ANGLE Z h w 090 THK. GALV. STEEL ADJUSTABLE W/ 3/8-16 X 3/4" BOLT & NUT o F c') AND TO SPRING SHAFT GUIDE WITH = SLIDE FASTENED TO BRACKET' 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES Z N g W/ 5/16-18 X 3/4" HEX HEAD _ _ WELDED TO 1-}/2" X 1-1/2" X 14 GA. ANGLE A (2) 1/4-20 X 5/8" BOLT & NUT Q N M. SCREWS & NUTS. FASTENED TO TRACK - -- Q + TOP BRACKET WITH (4) 1/4-20 SS. BOLT & NUTS - -- HORIZ. TRACK LENGTH OPENING HEIGHT PLUS 12" 0 0 M (STANDARD) TOP BRACKET (OPTIONAL) t VERTICAL TRACK _ LOW HEADROOM DOOR ; 14 GA. GALV. STEEL TRACK 2-1/8" X 1" X .080" Q SECTION A-A Q'O W cn o N w HORIZONTAL REINFORCEMENT O d a Qp a l 0 = - -- 1/2" X 1-3/4" X .059" FORMED STEEL _ GLUED TO PANEL AND FASTENED TO 0 00 0; m VERTICAL STILES WITH 2" X 5-1/2" X .104" O N a (2) 3/16" POP RIVETS GALV. STEEL Q W 3 y. tn FASTENED W/ (4) # 14 X 5/8" S.M.S. W !n o TOP ROLLER BRACKET FOR z HORIZONTAL REINFORCEMENT Q M LOW HEADROOM DOOR OPTION DOOR * SECTION HEIGHTS BRACKET PLACEMENTS j 1/2" X 1-3/4" X .059" FORMED STEEL HEIGHT 1STI2ND 3RDI4TH 5THI B1 B2 I B3 B4 B5 1 86 I 87 I B8 GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH b 6'-0" 18 18" 18"1181, N/A 1" TO 2"111-3/4" 23" 34"_ 45" 56" 67" - ----- (2) 3/16" POP RIVETS 6'-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67 - 5/16" MEETING RIB 7'-0" 21" 21" 21" 21 N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" = i. 7'-6" 18" 18" 18" 18" 18" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" 1. ir t 8'-0" 21".18" 18"118".21" 1" TO 2"111-3/4" 23" 34" 45" 56" 67" 78-1/4" 0_ 00 1.82" DIA. X .50" ROLLERS c� = O W/ .44 DIA. X 4-1/4" STEM = w —� *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM OQ M ® O m FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT i 0" O.C. Ld L j PW OPTIONAL INSULATIONS: Z ofQ i i J •••••• BY 'DYPLAST PRODUCTS LLC' w 0 m , 'd EPS-EXPANDED POLYSTYRENE p 0 m S 1.9" X 2.19" X 3.3" X .090" • aZ H Ol-•C's s0000m DENSITY = 1.05 PCF STEEL TRACK BRACKETS 4r- Z 1 N.O.A. #11-0926.07 2-3/16" HIGH / o0 w OR m CONNECTED TO TRACK WITH / • 4• • N w ISO-25 POLY-ISOCYANURATE / it = DENSITY = 2.0 PCF ) 1/4" BOLTS & NUTS. _ 0 Q.4`Fj ••.•• Lu N.O.A. #11-0926.06 m z - OR / ' Lo •••••• a BY 'CELLOFOAM NORTH AMERICA' / / • L m rn laJ7 ,". • DENSITY = 1.03 PCF ,n / Q fV$ • N.OA #10-1129.04 0° —� / / o _fm W •••••• OR - -- i •� • • BY 'INSULFOAM LLC' / • "� DENSITY = 0.92 PCF N.O.A. #14-0311.08 o a 14 GA. GALV. STEEL N w ROLLER HINGES FASTENED m N E W/ (4) 1914 X 5/8" SMS °� o F N LA o MIN. .024" ROLL FORMED STEEL PANEL ' o " � DRAWING QUALITY G-40 z I s MW. YIELD STRENGTH = 34 KSI uvi n w o WITH PRIMER AND BAKED-ON TRACK CONFIGURATION 01 Z W o Z m a POLYSTER PAINTED TOP COAT !' APPLIED TO BOTH SIDES OF STEEL z = .- tea yr W 2 O a VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM to Z � C wlw CL DOUBLE TRACK —� AVAILA6_E TRACK OPTIONS Engr. JAVAD AHMAD R[i�ljC F ii6V1S� rn o 12 GA. GALV. STEEL CML ��1�6�to Plorid� � BOTTOM BRACKET FASTENED FLA. PE 70592 Ca& t -� W/ (4) #14 X 5/8" SMS CA.N 3538 Aa=fib En c n d-'-' ; 0 3 v° m v v D BOTTOM SEAL OPTIONS a »y SEE SHEET 4 3 0 201 �ti�nn' lfO"CAXWW drawing no. 01 -05 SECTION A-A sheet 3 of 5 3/,4" REINFORCEMENT C m 1/2" X 1-3/4' X .058" p IN DGE FORMED STEEL `� 8 X I" �= o DIST. SELF DRILLING SCREWS 1 �.�.._ 8 X 1" o Z 1_1/2" MIN. I OR SELF DRILLING SCREWS Z o 3/16" 'RIVEX' STEEL RIVETS OR m i OGE 01ST. a o MULTICRIP W/ DOME HEAD 3/16" `RIVER' STEEL RIVETS 0 N C3 I r p AT 48" O.C. rp ¢ MULTIGRIP W/ DOME HEAD F 3 I w I \ I mN 3 REINFORCEMENT AT 48" O.C. IL o >n 1/2" X 1-3/4" X .058" C , M FORMED STEEL 1/4" DIA. LAG SCREWS 1/4" DIA. LAG SCREWS 26YSAT 6" FROM ENDS WOOD 8U AT 6" FROM ENDS i W000 BU I AND 15" O.C. MAX. { AND 15" O.C. MAX. I I W'STRIP ADAPTER p I I ALUMINUM STEEL'STRIP ADAPTER O IL a Q v () RUBBER W'STRIPPING RUBBER W'STRIPPING 4 N Q w3L N stn = 0 050 040 J ZK W�My I .224 t�=c� L��I .534 .700 .348 Q a �L If -.. .-- BOTTOM SEAL OPTIONS OPTION 'A' OPTION 'B' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (w000 SPECIFIC cRAvmr SG=0.55 MIN.) a rq THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT w TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN -_ >•�•• WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. _ ANCHOR SPACING • FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHORS STRUCTURE EMBED SPACING EDGE DIST. sri U =• '� VERIFIED AN6 APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION, Z 00 UJ �v • ••••• 3 8' HLC SLEEVE BY 'HILTI' � CONC. 1-1/4" 8" _ 2" ;� — Z � 3/8' HLC SLEEVE BY 'HILT[' FILLED BLOCK 1-1/4- 8" 4" • rn Q_ :••••• 3/8" DYNABOLT BY 'ITW' CONC. 1-1/2" 8' 2-1/2" 10= •�'� • • 3/8" CONFLEX BY 'ELCO' _FILLED BLOCK 2" B. 3-3 4" • �_ O � ••••• STEEL STRUCTURE BY OTHERS1-3/8- POWER-BOLT BY 'POWERS' CONC, 2" 8" 1-7 8" • O Z ••,� •• ••• 5/16" X 1-5/8" MUST SUPPORT THE LOADS IMPOSED - CJ Q •2 on LAG SCREWS 13/8- SLEEVE-ALL BY 'SIMPSONS CONC. 1-112" 8"_. 1-7/8" • lal to • •••••• AT 12" O.C. BY DOOR SYSTEM - CONCRETE f'c = 3000 PSI MIN. • !• m TWi • C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. • Q Q • 5/16" DIA. BOLTS O i•T••� •����• ° - WITH WASHER & NUT • • • WOOD BUCK CONNECTION TO MASONRY �;'� ' AT 12" O.C. MAX. EDGE DIST. • . '••••• PRESSURE TREATED 2X6 SYP WOOD BUCKS SHALL BE ANCHORED TO l w GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1 ti 1/4" ULTRACON BY 'ELCO' WITH SPACING OF I 0 16" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED `s e 12' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4 MIN. EMBED _,_ 1-1/4" X 2-1/2" X 14 GA "1/2' 1-i J2' ^CONT. STEEL ANGLE 1-1/2" 22-1/2" MIN. EDGE DISTANCE � 1/4" TAPPER BY 'POWERS' WITH SPACING OF 12 GA. GALV. STEEL W ll" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED FLAT BRACKETS f3" LONG u U w v 1/16" X 2-1/2 2-1/8" X 1" X 14 GA. GALV. m 11' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED AT 12" O.C. IN DOOR OPNG. STEEL TRACK 3" MIN. EDGE DISTANCE FILLET WELDS TRACK PLATES FASTENED �E�2) TO z o �d m AT 12" O.C. MAX. AT 18" O.C. ABOVE DOOR OPNG. 3/8" CONFLEX BY 'ELCO' OR CONNECTED TO CONT. ANGLE 1/4-20X5/8" TRUSS HD. W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT 3/8" LDT BY 'ITW' WITH SPACING OF 23" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN, EMBED CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK O o',:-' N `r o 0 3" MIN. EDGE DISTANCE TO CONCRETE AND FILLED BLOCK TO WOOD BUCK TO STEEL 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 8" O.C. INTO GROUT FILLED 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 ALTERNATE TRACK INSTALLAT_I.ON 2-1/2- MIN. EDGE DISTANCE Engr: JAVAD ANMAD PREPARATION OF JAMBS BY OTHERS CIVIL �yboQ>�dreFlortld� FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.CA8 .N. 592 Itoagrunce Ne 1SA3Jq p¢ s ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Falioo his I u o � BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF Rv RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY mhm Pn+du�C eil �� BUILDING OFFICIAL UPON INSPECTION. 015 drawing no. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (9.33' X 62 PSF)/2 = 289.3 Lbs per FL i 01 —05 MAXIMUM INTERIOR(-) LOAD PER JAMB = (9.33' X 70 PSF)/2 = 326.5 Lbs per Ft. L_ sheet 4 of 5 ~ .500 .250 Q * PLASTIC COMPLIES WITHLn DOOR PANEL CHAPTER 26 OF FBC 24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE o Z h W O - z 1.765 1.725 Q 2 tLo 0 _ m 7/16" DIA. WASHER C w 1.144 d W (� O ( / #8 X 3/4" SMS 21 3/4" I I p �7 e i ` , ,I �� 0 3/8" FROM ENDS MAX. 176 h- F�.800 O a Q a a 0 , III I , AND 7" D.C. MAX. waw. WIDTH C (L to- EXTERIOR A E ~ = X * FRAME '� INTERIOR FRAMEa } u"-, � 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION3-uj N I !III I (4) #8 X 3/4" SMS _ p Q W !n I IIII I �� @ 1-3/8" FROM ENDS 00 J MAX. N " t D.L.O. N i I r I I AND 6-1/2" O.C. MAX. a !n J (S M Q r , I , p II'I A ;� " iflr ! 8 { C Qf AL 175 X .062 DEEP - I I!I GROOVE 00 0 CD 0 M IIII Ld IIII 1/4" POLYCARBONATE LEXAN _ • • • l . I I BY SABIC INNOVATIVE PLASTICS' :.; :. . C� • Q *so*: !I!! NOA #13-0717.01 E, �/ u 2 •�r ] � ci • • ._ ✓ • N Z F- � ....: L, o 1 �. Ldz OLij j • 3 ,--• 5,,.... Qi•�, ••••• O _! X !!I I !—r-'. - N 0 0 :. .- p IIII i._., {... � � ��•�• •••••• _ •• � a�Lll��i777 • IIII � •' � r % � I• m Q Y •• I I I - - i • •••s• IIII ... . rr. :,.. .. ,' •..,.. -.�-......,. ,.. .. n.. _ � • •• I, • • , •• •• •i • • IIII .,�....... ... . .. . .. ..,.;..- .. ... ,.;.. . .,.,... ....,. ,.,,-_;... ..,. • I IIII .175 X .062 DEEP i ! w w 4+ w I!I I GROOVE v=, (n 7 Ln z o III 0 o D u L N � � ~ (4) //8 X 3/4" SMS INSIDE ELEVATION 11 !!I ! ® 1-3/8" FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS a I r AND 6-1/2" O.C_ MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION °' r C O t //8 X 3/4" SMS B r III t r ® 3/8' FROM ENDS .175 X .062 DEEP AND 4-1/2" O.C. MAX. GROOVE ,L o 0 0 0 0 0 #8 X 3/4" SMS ® 3/8' FROM ENDS AND 7" O.C. MAX. FCs with 7/16' DIA. WASHER - - - - - - _ - - - - - - FLA. PEML70592 wIin1�eRlorii \ --------1-4 C.A.N 538 Adapoo !e Wo -J v DOOR PANEL EXTERIOR DOOR PANEL _ 24 GA. (.024) STEEL MIN. 15/16" MIN. D.L. OPG. 201.9 ~'� t+al�ietcm" drawing no. 1 24 GA. (.024) STEEL MIN. GLAZING BITE 01 -05 WINDOW WIDTH _ sheet 5 of 5