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WS-15-1673 �, Miami Shores Village o�P Building DepartmentJUL. 04 2o11 01 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 u Tel: (305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER: (305)762-4949 FBC 20H s� BUILDING Master Permit No. � PERMIT APPLICATION Sub Permit No. 916ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP J CONTRACTOR DRAWINGS JOB ADDRESS: /I/ /Oq s�- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: f - L. ©1I o '70 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ��''�� � ` 1��1 ` Phone#: Address:: C`W `d City: {lllc& l � State: /►- Zip: c33Ito S' Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: \j Q�' Phone#: '7 7(� Addre/sss: � �/=;; �; ' �0k L= �;(,� City:17),�-I�'IgA C—cia//co State: j� Zip: 330/& & j Qualifier Name: �05� �(� � � � Phone#: � 7��'"J�l/ State Certification or Registration#: Certificate of Competency#: prrc DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: t-ctpl aC� �P x1 Specify color of color thru tile: Submittal Fee$ Permit Fee$ I V ` CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 0 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �✓4/` Signatur OWNER or AGENT L NTRACTOR The foregoing instrument was acknowledged before me this Th regoing instrument was acknowledged before me this day of ( JUL 6 2015 20 , by day of JUL 5 2015 20 , by ` 1 1�S who is personally known to_ [' t°� ��vho is personally known�o V , f, -- me or who has produce me or who has produced identification and who did k12'aY p` thNotary Public State of Florida identification and who d=G8/12/201 c State of Fbrida Carl J Prat! i NOTARY PUBLIC: '14411-1p f Expires 08!12 ZOommission E�098747 NOTARY PUBLIC: sion EE098747P 2/2015 . Sign: Sign: s Print: a Print: Seal: Seal: *************************** **** **** ****************************************************************** APPROVED BY r Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Permit NO. WS,-15-1673 `500RES`�` Miami Shores Village t Permit Type:Windows/Shutters � �� 10050 N.E.2nd Avenue NW Work Cla�ssitioatior7:Garage Door Miami Shores, FL 33138-0000 Pelzr Permit Status APPROVE© .Z Phone: (305)795-2204 F'GOJRiDP' Issue Date:7/1612015 Expiration: 1{1112016 Project Address Parcel Number Applicant ... ._........... 2 NW 109 Street 1121360110170 } JESSE VALINSKY JTRS Miami Shores, FL 33168-4315 Block Lot: Owner Information Address Phone Cell JESSE VALINSKY JTRS 2 NW 109 Street MIAMI SHORES FL 33168-4315 2 NW 109 Street MIAMI SHORES FL 33168-4315 t= Contractor(s) Phone Cell Phone Valuation: $ 750.00 JB GARAGE DOORS INC (305)751-3642 Total Sq Feet: 0 JJ I Type of Work: REPLACE GARAGE DOOR 8 X 7 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 $0.60 Invoice# WS-7-15-56224 DBPR Fee $2.00 DCA Fee $2.00 07/15/2015 Cash $ 74.60 $50.00 Education Surcharge $0.20 07/06/2015 Credit Card $ 50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 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-n ed ntr for to do the work stated. ��,� July 15, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 15, 2015 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... . ... . .. . ... 1 7 9� V - { JUL 0 ?015 7A f /^J/ Miami Shorms-- Vils � .J AnppnIFFO =ry=c2-7�n . {i Jul, 2. 2015 8: 50AM No. 7852 P. 1 Or .%16" a rt-f-P. ORATION AL�FAR, ooQ*:0.*-_ C0NS' ULTING ENGINEERS & PRODUC`T DEVE1-0PME11? MaND LOAD TABLES FOR COWMEI+U &CI;M dG WDTD STANDARD_:ASCE_7_-i0� C�C1S E� �,Q'l�jy' - GAltp GE DOORS ONLY County; Miami Dade, i u e• Wind Speed: 175 MPR h 'tisk Category: 1T Exposure Category : C 1.Client C.S•r} 6)A_> ' C .Project Name: �l 1,A (Residential Projects Only) 3.ProjectAddress: N�! 1 CITY'. SAE zip 4.Building Height: f� (Sec Figure 1 above) 5.Door Size: 8 a k G MAXZRW DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. EN F0IZEULIDING WITH ROOF SLOPE y 10 DEGREE FOR BULIDING WITH ROOF SLOPE-,10 1D.EGPXZ }: AOOF DOOR WIDTIi DOOR WIDTH IIT. 9 FT.`'� 9 PT. 12 FT. 16 FT. 1 18 FT. 8 FT, 9 FT. 12 FT. 16 FT. 18 rT, (F1� PSFC}� P5F(- PSF(t) PSF(-) PSF(+) PSF{) PSF(+) PSF(-) PSF(+) Psr(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF- PSF(+) PSF() 15... 38.1 49,7 37.5 48.5 36.0 45.5 34.5 42,5 33.9 4131 34.9 45.4 34.4 44.3 33.0 41.6 31.7 38.9 31.1 37.8 (16 38.6 SQ,3 •38.0 49.1 36,4 46.1 34.9 43.0 34.3 41.8 35.3 45.9 34.8 44.8 33.4 42.1 32.0 39.3 31.5. 38.2 39•.0 50.9 38.4 49.7 36.9 46.6 35.3 43.5 34.7 42.3 35.8 46.5 35.2 45.3 33.8 42.6 32.4 39.8 31,9 38.7 18 39.5 51.5 38.8 50.2 37.3 47.1 35.7 44.0 35,1 42.8 36.2 47.0 35.6 45.8 34.2 43.0 32.8 40.3 32.2 39.1 19 39.9 52.1 39.3 50.8 37.7 47.7 36.1 44.5 35.5 43.2 36.6 47,5 36.0 46.4 34,6 43.5 33,2 40.7 32.6 39.6 20 40.4 5` ,7 39.7 51.4 38.1 48,2 36.5 45.0 35.9 43.7 37.0 48.1 36.4 46.9 35.0 44.0 33.5 41.2 33.0 40.0 21 40,8 53.3 40.2 51.9 38.6 48.7 37.0 45.5 36.3 44.2 37,4 48.6 36.8 47.4 35.4 44.5 33.9 41.6 33.3 40.4 22 41.3 53.8 40.6 52.5 39.0 49.3 37.4 46.0 36.7 44.7 37.8. 49.1 37.2 47.9 35.7 45.G 34.3 42,1 33.7 40.9 23 41.7 54.4 41.0 53.1 39.4 49.8 37.8 46.5 37.1 45.2 38.2 49.7 37.6 48.5 36.1 45.5 34,7 42.5 34.1 41.3 24 42.2 55.0 41.5 53.7 39.8 50.3 38.2 47.0 37.5 45.7 38.6 50.2 38.0 49.0 36.5 46.0 35.0 43.0 34.4 41.8 25 42.6 55.6 41.9 54,2 40.3 50.9 38.6 47.5 37.9 46.2 39.0 50.1 38.4 49.5 36.9 46.5 35.4 43.5 34.8 42.2 Notes . h =Eave height for roof slope<_10 degree. -Table above shows maximum design load far shown building heighr in end sone. For any other Conditions/!ones, design loads to be evaluated on project basis ? 2015 :Disclaimer:- _f -This doc�rienr is not valid wlirhour the embossed seal of an engineer employed by-Al Farooq Corpororion �--- y' -No portion of this documenr may be used or reproduced in any manr+er. JAVAD AH ,P.E. (except, however,for that portio-,ofAS'CE 7-10 serforrh herein). FL#70592 E CAN#3538 1235 SW 87th Avenue I Miami,IFL 331741 T:305.261.81001 F:305-262.69781 wvN-,y.afceng.colu I alfarooq@afceiLg.com % .. . . . % .. . . . ... . . . . ... . . . . . . .. . . .. MIAMI-DADE • ' • ' ' •MIAMI-DADE COUNTY ►A KLLUA _ PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESO ti S:(R?r � i'• ." •" Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION :t(7867115-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ..' : : : : :.. *%c w.mlamidade.eov/econom y DAB Door Company,Inc. 12195 NW 98"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 atter 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 Master Model 824/811 Steel Sectional Garage Door up to 9'-4"Wide w/ Window Lite Option(DP+50.0,-60.0 PSF) APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated 02/01/2001,with last revision J dated 03/09/2015,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 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 suiface 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#14-0814.04 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.15-0317.02 MIAMI-DADECOUNTY Expiration Date:August 9,2016 ' Approval Date:June 11,2015 QG/OZO1S Page 1 . . ... . . . ... .. .. .. .. . . ... . . . . ... . ... . .. . ... DAB Door Comnany,Inc. • • •• • . . . . . . . . . . NOTICE OF ACCEPTANCE: ••• EMU 4L7VIIOLTED A. DRAWINGS 1. Drawing No. 01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated 02/01/2001, with last revision J dated 03/09/2015,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA #09-0-128.04" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 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-08-2149AB, dated 06/27/2008,signed and sealed by Candido F.Font,P.E. "Submitted under NOA #09-0128.04" 2. 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 # 01-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering &Testing, Inc.,Report No.HETI 01-974A,dated 01/29/2001, signed and sealed by Hector M.Medina,P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane Engineering &Testing,Inc.,Report No.HETI 01-969, dated 01/18/2001, signed and sealed by Hector M. Medina,P.E. 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 08/17/1998, signed by W.A.Jackson,P.E. 671,/0 Carlos M.Utrers,P.E. Product Control Examiner NOA No.15-0317.02 Expiration Date:August 9,2016 Approval Date:June 11,2015 E-1 .. .. . . . .. .. . . ... . .. . ... DAB Doom Company Inc. . . . .. . . . . . . . . . . . . . . . . . . . . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . % C. CALCULATIONS "Submitted under NOA#.lit-041,C04;' ; ;.. 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. "Submitted under NDA#09-0128.04" 2. 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 11/29/2017. 3. Notice of Acceptance No. I1-0926.07,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-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No, 10-1129.04, issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. "Submitter)under NOA#05-0228.02" 6. 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 09/27/2004, signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No,HETI 04-T251,dated 11/29/2004 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#14-0814.04" 1. Statement letter of code conformance to the 51h edition(2014)FBC and of no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. 0��2 S Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0317.02 Expiration Date:August 9,2016 Approval Date:June 11,2015 E-2 •• •• • • • •• •• • TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" fes- a •7-:1/2; X:;;X;.O11;GALS/. STEEL STEEL PLATE WITH ONE 5/16-18 MS W/ NUT I /oO •�• fND ROLLER HINGE - FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER �lI 0 W/ (6f #14 X 5*j8" SMS I WITHOUT DELRON SLEEVE (STD_} (6) #14 X 3/4" SELF DRILLING SCREWS TO BE INSTALLED AT 0 0 •••WITH DELROt •SLEEVE,(OPTIO,NAL) • CENTER STILE z /� • CENTER STILE Q 1,- • ° c9 • • • • • • •• • Z ! O O 1 A N I� • • • • • •• • • •• I ,l _ � �Q •�r-•-- • • • • • • I I Q UI W i • • l�• • • • • • I O O tu ' , w - d Mi p • • • • • • • �� • • ••• • • • • ••• • -- Q . . . . . . . 1 • - I U a t- 00 LU mi o l 0 7-1/2" X 2-1/4" X .071° \` -- - --- — -- f I I - - - _ Q iL r Q cccdi i p GALV. STEEL CENTER HINGE _ - i - m l Vce O W W/ (4) #14 X 5/8" SMS B SLEEVE (OPTIONAL) O WITH DELRON wO O LU p o W p vt L :E C)J C7Mc{ J j 2/ DOOR z 0 Z w LOCK --- _ - - ... _. -- ----- - - -- Ii`- - _ � oio oa a � � , o o l w w -- 0 1" W X .15" THK. LATCH i STANDARD LOCK — - — _ - a0 CIO SPRING LOADED SLIDE BOLT (BOTH SIDES) O FASTENED W/ (4) #14 X 1/2" S.M.S- — n - I CD O 5/8" MIN, LOCK ENGAGEMENT I`j J I W TI CONFORMS TO SECTION 1008 REGARDING/GARAGE DOOF.S _ _ _ , —__ I LLJ O Q -- -- -- I Q to co 000R HEIGHT CONSISTS OF ,' - © `\\ ,'// _.- -- -. . _ Q (n U)0 6'-6" 12 SECTIONS 18"12 SECTIONS 21" .158 DIA. GALV, AIRCRAFT TYPECABLE & NICO-PRESS SLEEVE-/- / \ I-'i OPTIONAL VENT L A O Q - / C-9" 1 SECTION 18" 3 SECTIONS 21" , F- O Z W/ MIN. 5 TO 1 SAFETY FACTOR 1 , L (3 5" WIDE AT 7" O.C. MAX. OPTIONAL FLUSH FACE 7' 4 SECTIONS 21'1- + I OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN � wLo o i 7'-3" - - j 120 SQ. IN. COLONIAL DESfGN ! (A m Ll 7'-6 5 SECTIONS 18" - 6" X 3" X 0.1 Q cv Q _j 7'-9" 4 SECTIONS 18" 1 SECTION 21" STEEL PLATE ! ' 0 _ 8' 3 SECTIONS 18" 2 SECTIONS 21" �� © ,' p ' __ MAX. DOOR WIDTH WITH {2) #14 X 5/8" SMS � , � , ,- 9'-4" 8'-3" 2 SECTIONS 18" 3 SECTIONS 21" ' 8'-6" 1 SECTION 18" 4 SECTIONS 21" 8'-9' 5 SECTIONS 21" - BRACKET BRACKET INSIDE ELEVATION 9' 6 SECTIONS'-I 8' - STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR U w _ 9'-3" 5 SEC11ONS 18" 1 SECTION 21' DOOR OPTION m w w w 4 SECTIONS 18" 2 SECTIONS 21" o z v m w 3 SECTIONS 18" 3 SECTIONS 21" 7-7/8" X 3-1/8" X .010" o g `-" ° T STEEL PLATE DAB DOORS INC. o " 10' 2 SECTIONS 18" 4 SECTIONS 21" - o w W w CENTER STILE WITH (4) #14 X 3/4" SDS Hurricane Masker® Model 824 ~ f0'-3" 1 SECTION 18" 5 SECTIONS 21" X81 1 L w 10'-6" 6 SECTIONS 21' - --- Max. Size 9'-4" X 16'-0" High 0 a w i0'-9" 6 SECTIONS 18" 1 SECTION 21" OUTSIDE #14 X 3/4 SELF DRILLING SCREWS MAY BE USED coo z 11' S SECTIONS 18° 2 SECTIONS 21" HANDLE With Window Lite Option D U Z Z Z END STILE IN LIEU O #14 X 5/8" SMS a� a w o 0 0 11'-3" 14 SECTIONS 18-13 SECTIONS 21" 0 11'-6" 3 SECTIONS 18" 4 SECTIONS 21" I DESIGN PRESSURE RATING = + 50.0 PSF THIS PR(;CIUCT IS RATED FOR LARGE MISSILE IMPACT 11'-9" 2 SECTIONS 18' 5 SECTIONS 21' _ — 60.0 PSF ` a LOCK BAR GUIDES ; ri 12' 1 SECTIONS 18" 6 SECTIONS 21" INSTALLED ON END STILE .2 o o o 12'-3~ 7 SECTIONS 21" — o WITH (4) #14 X 5/8" SMS GENERAL NOTES > a — 12'-b" 6 SECTIONS 18" 2 SECTIONS 21" O w _ - 12'-9' 5 SECTIONS 18" 3 SECTIONS 21" U 18T X .6W LOCK BAR 1. THIS PRODUCT !-AS f.{EEN DESIGNED AND TESTED TO COMPLY WITH THE 13' 4 SEC11ONS 18" 4 SECTIONS 21" ENGAGES IN TRACK REQUIREMENTS Oh THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014) o 13'-3" 3 SECTIONS 18" 5 SECTIONS 21" ON EACH SIDE OF DOOR INCLUDING HIGH �ELOCITY HURRICANE ZONE (HVHZ). o 13'-6" 2 SECTIONS 18" 6 SECTIONS 21" 2, ANCHORS SHALL B;_ AS LISTED, SPACED AS SHOWN ON DETAILS. Engr. JAVAO AHMAD o 13'-9` 1 SECTION 18" 7 SECTIONS 21" OUTSIDE KEYED LOCK OPTIONAL CIVIL m4mv t ft Wkf he ANCHOR EMBE}HENT TO BASE MATERIAL SHALL BE BEYOND WALL a��uspi �►iSplsefjofi N _ 14' 8 SECTIONS 21" - LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. �C.A N. 36592 f�dF�CO& a 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS, NUTS ANO WASHERS SHALL BE ZINC PLATED CARBON STEEL. , ompmmv ,o15-v3 '0 v a 14'-6" 5 SECTIONS 18" 4 SECTIONS 21" LOCKS SHOWN ABOVE lI 14'-9' 4 SECTIONS 18" 5 SECTIONS 21" 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN v` u 15" - 3 SECTIONS IS" 6 SECTIONS 21' THESE DETAILS AI'.E NOT PART OF THIS APPROVAL. —� 15'-3" 2 SECTIONS t8" 7 SECTIONS 21' S, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY, A15 Minn AoirdfConMoi drawing no. 15'-6° 1 SECTION 18" 8 SECTIONS 21" DOOR TESTED 11: ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 01 -09 15'-9" 9 SECTIONS 21" - BUILDING CODE, TAS-232, TAS-201 & TAS-203 FOR HVHZ AND _ 16' 6 SECTIONS 18" 4 SECTIONS 21" ASTM E1886-05/ASTM E1996-09. __ sheet Toff of 5 r1 m • • • • • • • ' ' ' 24 GA. STEEL PANEL �v o • • ••• • . • • • ••• • • • • ••• 3/16" ALUM RIVETS Z o n � • ••• . •• • ••• 0 c� • • • • • • •• • • •• N Qa HIS • ' ' ' ' ' ' ' ' ' FLAPS BENT OVER PANEL • • • • ••• . ° o ' .. . . . .. ... .. ° 0 . ... . . . . .. . Lu CL .. . . . . . ... .. I ►- 1/2" PUNCHED HOLES J --.024" STL. PANEL ® 4" O.C. j WD 'J O Q ¢ o OUTSIDE OF DOORco o C cp 1 { Qm3 -j _l I LL zN = o L5 Mg j QLEq �w- � I � STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16" X 1-5/8" LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE (FULLY 00 PERBRACKET END STILE POSITIONED AT EYE LEVEL o ANCHORS AT TRACK BRACKET: o � on OPTIONAL STOP MOULDINGw n BY DOOR INSTALLER A) 3/8" DIA. POWER-BOLT BY `POWERS' W FOR CONNECTION OF W000 BUCK Q J TO MASONRY SEE NOTE ON SHEET 4 2" MIN. EMBED INTO CONCRETE Q LL 1-7/8" MIN. EDGE DISTANCE Lj = #14 X 5/8" SMS3/4" X 2- X 2-1/2" X 18 GA. STEEL I (�7 Z " DIA. HLC SLEEVE BY 'HILTI — z o END STILE, CONNECT TO PANELS WITH co Ld 1/2" X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q V) o) p SOUTHERN PINE I GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8" MIN. EDGE DISTANCE INTO CONCRETE z x m 0.55 S.G. e EDG DIST.... END STILE WITH 3/16- POP RIVETS ® 12" O.C. 4" MIN. EDGE DISTANCE INTO FILLED BLOCK O Z CD u� W C) o I� ° 1-7/8- X 2-5/8" X .045" STEEL EDGE CONCRETE Vc = 3000 PSI MIN. I m J e l CENTER STILE, GLUED AND RIVETED DISTANCE C-90 GROUT FILLED BLOCK f`m = 2000 PSI MIN. Q /a i TO PANEL W/ (4) 3/16" RIVETS � �� 0 _N POP RIVETS \ 1 1/2" MIN. #14 X 5/8" S.M.S. 4/ HINGE i 1-3/16" I w W W w � VI O_ VI to (A ANCHOR TYPE A OR B w w w w 1.9" X 2.19" X 3.3" X .102" /(1) PER BRACKET STEEL TRACK BRACKETS SEE SHEET 3 FOR BRACKET SPACING SEE SHEET 3 FOR SPACING o w o 0 0 LEEz u z z z I 1/4-20 SS BOLT & NUT c 7-1/2" X .071" GALV. STEEL CENTER HINGE 7-1/2" X 3" X .071" 7/18" PUSHNUT SECTION B—B ENO ROLLER HINGE INSTALLED ON ROLLER SHAFT o PItW�3C> AEVLIFD l Engr: JAYAD AHMAD o ' CIVIL s omwiD'iw W16 1w fkr>if INTERIOR SIDE 1.82" DIA. X .50" STEEL ROLLERS (STD.) FLA. PE 70592 M�fosCed� a z STEEL TRACK 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) CA.N. 35 s Awgteme Ne 0 14 GA. X 2-1/8" X 1" (STANDARD) 2-75" DIA. X .50" STEEL ROLLERS (OPTIONAL) Doe Z12 GA. X 3-S/lb' X 1-I/2" (OPTIONAL) 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) o °u t r V N D c FASTENED TO TRACK PLATES WITH 5" STEM SLOTTED M.S.4-20 X& LOCK TRUSS NUT HO pM� � draw ni g no. LIAR 4 201 01 -09 sheet 2 of POP RIVETS •• • • • •• •• 2 X 2 X 1/8" HORIZ. ANGLE ( r m 2" • • 9f 16"�X M-6/8: LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, SPOT WELDED TO HORIZ. TRACK v p 2-3/4" X 5-1/2" X 3" X .104" . • • . . . 5/16" SLEEVE ANCHORS CENTER SUPPORT REQD. ON DOORS WITH TWO WELDS AT 1-1/2" APART GALV. STEEL • • • • • W;-H•T'1/4" EMBED INTO MASONRY EXPEEDING 8 FT. IN HEIGHT O TOP ROLLER BRACKET ON EACH SIDE FIRST AT 3" O.C. � I 3 PER BRACKET Il A REST AT 9" O.C. FASTENED W/ (6) # 14 X 5/8" S.M.S. _ _ II o - - CONNECTED TO FLAG BRACKET ANGLE z • • • • •• • ••• W/ 3/8-16 X 3/4" BOLT & NUT m .090 THK. GALV. STEEL ADJUSTABLE • • . . •• .• AND TO SPRING SHAFT GUIDE WITH ~ SLIDE FASTENED TO BRACKET ; ; • • ••2;1/'Z" x 41/•4" X 13 GA. STEEL PLATES Z civ W/ 5/16-18 X 3/4" HEX HEAfl • : _ •WELDED TO 1•1/2" �( 1-1/2" X 14 GA. ANGLE -- A (2) 1/4-20 X 5/B" BOLT & NUT .�I L N M. SCREWS & NUTS. • • ' • ••• • `� FASTENED TO TRACK - -- !L WITH (4) 1/4-20 SS. BOLT & NUTS __ Q' -1 c + TOP BRACKET HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS t 2" O W m a � (STANDARD) •: i • • •• *00 •• TOP(OPTIONAN • i s ••• :•i .•• ••• tl VERTICAL TRACK_,,--" U h = LOW HEADROOM DOOR �,? i 4 GA. GALV. STEEL TRACK 2-1/8" X 1" X .080` O M c� SECTION A—A cy C' u3 M o j `v w HORIZONTAL REINFORCEMENT a > Q o _ 1/2" X 1-3/4" X .059" FORMED STEEL a Q 0 O J 2" X 5-1/2" X .104" •�f - GLUED TO PANEL AND FASTENED TO . w GALV. STEEL - --+ � � X cc � 00 ¢ VERTICAL STILES WITH FASTENED W/ (4) # 14 X 5/8" S.M.S. �• 00 h a (2) 3/16" POP RIVETS TOP ROLLER BRACKET FOR Q w i Lu 0 LOW HEADROOM DOOR OPTION LL Z m j HORIZONTAL REINFORCEMENT DOOR * SECTION HEIGHTS BRACKET PLACEMENTS J Z M _Q w 1/2" X 1-3/4" X .059" FORMED STEEL HEIGHT `` Q W GLUED TO PANEL AND FASTENED TO t5TI2NDI3RDI4TH�5TH� B1 82 83 $4 I B5 B6 67 B8 r z (2) 3/16" POP RIVETS 6'-6" 21°i 18° 1821" N/A 1" TO 2" 1 1-3/4"i 23" 34" I 45" 55" I 67" VERTICAL STILES WITH 6'-0" 18" 18" 18' 18" N/A i" TO 2" 11-3/4" 23" 34" 45" 56" 67" r— 7'-0" 21" 21" 21"121" N/A 1" TO 2" 1 1-3/4" 23" 34" 45" 56" 67" - �5/16" MEETING RIB - 7'-6" �18" 18" 18" 18" i 8" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" _ 1.82" DIA. X .50" ROLLERS _ __f _ 8'-0" 21" 18" 18" 18'T21" 1" TO 2"j 1 1-3/4" 23" I 34" 45" 56" 67" 78-1 0p W/ .44 01A. X 4-1/4" STEM w_ *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O O ® = FOR DOORS MORE THAN 8 FT, HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. ! o Lj + OPTIONAL INSULATIONS: ? c 0 Q BY 'DYPLAST PRODUCTS LLC' w o m Q cy EPS-EXPANDED POLYSTYRENE d m m C) = DENSITY = 1.05 PCF 1.9" X 2.19" X 3.3" X .090" Ln 64 STEEL TRACK BRACKETS / O ~ = NAA, #11-0926.07 i. 2-3/16" HIGH Q Z D0Lli N o OR m CONNECTED TO TRACK WITH Q I ISO-25 POLY-ISOCYANU RATE ) 1/4" BOLTS & NUTS. / Z Q DENSITY = 2.0 PCF / O O (� n w -- N.0A, #11-0926.06 t° �� / ~ z m O = LO Ld o 06 Z - - OR / p a BY 'CELLOFOAM NORTH AMERICA' / m Q DENSITY = 1.03 PCF W v Ln / / ' Q CV ¢ w N.O.A. #10-1129,04 OR _ BY 'INSULFOAM LLC' DENSITY = 0.92 PCF m ++ N.O.A. #14-0311.08 m � o 14 GA. GALV. STEEL - tj � c ROLLER HINGES FASTENED m N o W/ (4) #14 X 5/8" SMS m V) o o c w J O W W Q MIN. .024" ROLL FORMED STEEL PANEL Ln DRAWING QUALITY G-40 z < m V W U MIN. YIELD STRENGTH = 34 KS( N U U WITH PRIMER AND BAKED-ON TRACK CONFIGURATION m Z o o Z m POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL N C� _ - 2 O � c z VERTICAL LIFT HIGH LI.Q STANDARD LIFT LOW HEADROOM ' I� — � a � o ,�Iu = - � DOU8LE TRACK 12 GA. GALV. STEEL AVAILABLE TRACK OPTIONS j BOTTOM BRACKET FASTENED � W/ (4) #14 X 5/FA SMS Engr:C.A.N.JAVAA3HMAD8 CML P8(�l1LT REViLSD o < FLA. PE # 70592 mcarI�dwFlonds o i .A.N. 3 38 a O � BOTTOM SEAL OPTIONS Aoeajleooe 50317.0 b a N J -o _ SEE SHEET 4 � 3 2015 8 � drawing no. 01 -09 SECTION A—A sheet 3 of 5� • • • • f 4" • ••` REINFORCEMENT t 1< m y • • • • • 1/2" X 1-3/4' X .058" y p i • i FORMED STEEL 0 ••• DV ••• #8 X V. � o DIST. SELF DRILLING SCREWS - z 1-1/2" MIN. OR �� 8 X 1' o � •� I 3/16" 'RNEX' STEEL RIVETS OR DRILLING SCREWS O � fw o r pGE DfST. • • �• 1 •• ••� ; • MULTIGRIP W DOME HEAD a a N w : �. < •• }� ••• /AT 48" O.C. MULTIGR PIVW/ DOME HEADS �" W 'Q N t� /i • I •\ f N� AT 48' O.C. Q a N 1� REINFORCEMENT 1/2' X 1-3/4" X .058" oWI •• • •• of • FORMED STEEL 1/4" DIA. LAG SCREWS • • i • • 1/4" OLA. LAG SCREWS Q 28Y I -AT 6" FROM ENDS ��Y ••• ••• �• • AT 6" FROM ENDS WOOD BU K Wo(+t0IB Q AND 19" O-C_ MAX. ••• • • 1. • • • • • AND 19" O.C. MAX. Q Q ri W'STRIP ADAPTER ALUMINUM W'STRIP ADAPTER C it > , 0 STEEL Q d Q 0 Q O RUBBER W'STRIPPING RUBBER W'STRIPPING O N QW � LL 050 T— .040 LL K N L_ .534 .700 J 0 Mc.� _Q I 224 I I I 348 Q w e I r ' C_ 1.750�� 1.790—�1 � ----- � I BOTTOM SEAL OPTIONS OPTION 'A' OPTION '8' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) 0 M THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT >LLJ M TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN 0 Q WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. -_ _ Q LL FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHOR SPACING U -L v 04 VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS_ -I[T] STRUCTURE EMBED SPACING EDGE DIST_, 0 Z z 3 /8' HLC SLEEVE BY 'HI[T]' CONC. 1-1/4" 8" 1-5/8" 00 Lu 10 3/8' HLC SLEEVE BY 'HILTI' FILLED BLOCK 1-1/4' 8" 4" Q 3/8" DYNA80LT BY 'ITW' CONC. 1-1/2" 8" 2" 0 Q 3 8" DYNABOLT BY 'ITW' FILLED BLOCK 1-1/2" 8" 2-1/4" A STEEL STRUCTURE BY OTHERS 5/16' X 1-5/8" 3/$' POWER-BOLT BY 'POWERS' CONC. 2" 8" -1-7/8" iJ Q LAG7 /7 MUT THE LOADS IMPOSED 3/8" SLEEVE-ALL BY 'SIMPSONS'i CONC. i-1/2" 8" 1-7/8" (L%7 � Q o AT EM - ----- m 0) J .. CONCRETE fVc = 3000 PSI MIN. Q N C LU C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. _ s' 5/16" DIA. BOLTS WOOD BUCK CONNECTION TO MASONRY WITH WASHER & Nur —� �o AT 12" O.C. MAX. EDGE DIST. PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO W GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH o � z a 1/4- ULTRACON BY 'ELCO' WITH SPACING OF I w w z 16" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED �' " z o 0 - 16' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE0 - 1- ] 1-1/4" X 2-1/2" X 14 GA I o / " 1/2" CON STEEL ANGLE 1-1/2" - w 1/4" TAPPER BY 'POWERS' WITH SPACING OF z w 14" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 12 GA, GALV. STEEL - W o a 16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBEDFLAT BRACKETS t3" LONG 2-1/8' X 1" X 14 GA. Q) o w z r o 3" MIN_ EDGE DISTANCE 1/16" X 2-1/2 AT 12" O.C. IN DOOR OPNG. GALV. STEEL TRACKFILLET WELD z u a m AT 12" O.C. MAX W/ (2)FASTENED1/40-20X5/8P TRUSS HO. '1 ES 3/8" CONFLEX BY 'ELCO' OR AT 18" O.C. ABOVE DOOR OPNG. 3/8" LOT BY 'ITW' WITH SPACING OF CONNECTED TO CONT- ANGLE SLOTTED M.S. & LOCK NUT W/ (3) SPOT WELDS AT EACH SIDE 24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED » 2" MIN. EDGE DISTANCECONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK o o = ry o 0 3/8" HLC SLEEVE BY 'HSLTI' WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK •5 o 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 18" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION 0 Engr: JAVAD AHMAD 1 a PREPARATION OF JAMBS BY OTHERS CIVIL PROIX)CC 1EVkSED o o o a FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA. PE # 76592 s wjkdie Florida o _ ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED C.A.N. 3538 BY DOOR SYSTEM. Ataepanoe No 3l .OZ DTIC FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF & RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. Hy arwing no.l Ma'� c hodYct Cbwle�el I MAXIMUM EXTERIOR(+) LOAD PER JAMB = (9.33' X 50 PSF)/2 = 233.3 Lbs per Ft. m � D15 01 -09 J MAXIMUM INTERIOR(-) LOAD PER JAMB - (9.33' X 60 PSF)/2 - 279.9 Lbs per Ft. sheet of 5 .. .. • . . .. .. . • • • • • • • • • • .500 250 mo �•� PLASTIC COMPLIES WITH ��r 0) DOOR PANEL CHAPTER 26 OF FBC 24 GA, (.024) STEEL MIN, SEE EVIDENCE PAGE Z o • • .•• w s •• • • ••• ••• •• • O F l(-5• • • • • • •• • • •• • • • • • a • • • Z N • • • • • • • • • • W I< • • • • ••• • 1.765 1.725 Q 2 it O 0 7/16" DIA. WASHER 1.144 d w X •• • • • • • ••• •• 0 � h / l #8 X 3/4" SMS 21 3/4" W (ry O / ® 3/8" FROM ENDS MAX. 176 ( A I! t ! AND 7" O.C. MAX- WDW. WIDTH 0 Q _0 `i rl 4 a = x * EXTERIOR FRAME * INTERIOR FRAME y 0 �!! } w RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION w (4) #8 X 3/4" SMS = o Q w I! ® 1-3 8" FROM ENDS ro J MAX. rn _-LL p !! 1 AND 6-1/2- O.C. MAX. LL I � SZ a JI i o Qw � � FW I 'IIII 2// B i lA� I .175 X .062 DEEP 11 ! GROOVE — I I Cr I n I II j J 0' - jO r7 o r 1/4" POLYCARBONATE LEXAN Ii �l W BY `SABlC INNOVATIVE PLASTICS' t NOA 13-0717.01 n Y tY < Z I—viW � i i i I i M , _ Q 1 0J X r h-- Z 0'- Q to o w O O Ln' 3 i ; w O z o ,III ;1 i 11 � l` �' 4] o) Q •r-• III i I J ; LLi 74 1 N F .175 X .062 DEEP W W W W GROOVE - Ln H OCDW W W W (4) #8 X 3/4" SMS INSIDE ELEVATION a ® 1-3/8" FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS N " Z " > " t AND 6-1/2" O.C. MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION 01 Z " Z Z j OC #8 X 3/4" SMS � CB) @�1 3/8' FROM ENDS .175 X .062 DEEP LLL-LII AND 4-1/2" O.C. MAX. GROOVE O Ln #8 X 3/4" SMS I I ® 3/8" FROM ENDS AND 7" O.C. MAX, F o _- Engr: JAVAD AHMAD o - - - - - -- - - - - - - CIViL F�RQDISCt REYLYFD o 7/16" DIA. WASHER - - - - - - - - - - - - - - - _ FLA, PE # 70 92 .•�YhB wft the Fkwib --- �� C.A,N. 3538 Btu}r cb& n DOOR PANEL EXTERIOR 24 GA. (.024) STEEL MIN. DOOR PANEL 15/16" MIN. D.l. OPG. m grmip- a drawing no. 24 GA. (,024) STEEL MIN. GLAZING BITE 01 _09 WINDOW WIDTH _ `sh 5 of 5