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WS-17-1383 Miami Shores Village PeR1Jyp :iiridow �utter$ 10050 N.E.2nd Avenue NE x° ��+ Cla^>scahOn Dara moor Miami Shores,FL 33138-0000 , Phone: (305)795-2204 =� A ��OR�LDp' Issue �f 17,_ Expiration: 11/1912017 Project Address Parcel Number Applicant 129 NE 109 Street 1121360040530 Miami Shores, FL 33161- Block: Lot: HAROLD&AMY KNOWLES Owner Information Address Phone Cell HAROLD&AMY KNOWLES 129 NE 109 ST 305-758-8193 MIAMI SHORES FL 33161 Contractor(s) Phone Cell Phone Valuation: $ 1,790.00 j JB GARAGE DOORS INC (305)751-3642 Total Sq Feet: 0 Type of Work:05/23/2017-EXTENDED AS PER LAZARO Available Inspections: No of Openings:2 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-5-17-64082 DBPR Fee $2.00 05/23/2017 Credit Card $50.00 $86.20 DCA Fee $2.00 Education Surcharge $0.40 05/23/2017 Credit Card $86.20 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $136.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and in Futhermore authorize thea ove-named contractor to do the work stated. May 23, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy May 23, 2017 1 Miami Shores Village C"m i V ff b Building Department MAY 2 8 2017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 2014' BUILDING Permit No. W-'N 1 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: a l 169 4 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple T��iggtleholder): %�%� ® Phone#: Address: (J City: Zip:�4 lV1 a �b'� State: F . 3�f 0 / Tenant/Ussee Name: Phone#: Email: CONTRACTOR:Company Name: � t� Phone#: 8D5-8a_;;�-78 76 Address: ta A C �_LD 9 (J6' / City: ! "QV State: �/ Zip: l Qualifier Name: GFS'env)h Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone#: �'J®�' �, Email Address: 91612 S a Co®T,8 40�g42 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit:$ 1 2 9 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: rE Q)AC,e CID coo le Z= Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In sent ch posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged `b�efore me this Z Z The foregoing instrument was acknowledged before me thisQ�L day of >MG% 20 l-" ,by Yl C, Y1 ilio co(c S day of MfUA 20 I:N" ,bczg &Cp C who i&personall` known to me or who has produced who is persona y known to me or who has produced As identification and who did take oath. as identification and who did take an oath. NOTA 'PUBLIC: NOTAR UBLIC: Sign: Sign: Print: fo Print: `� E My Commi ion Expires: rte. n olary PiAk&title of f'k+rida My Commission xo ry pu a of Flwfda Marybel Mualekr : Marybel Musteller 9� My 00mmissf"FFp 061324 e My Commiaslon FF 881324 xs< m xxxxxxxx � i 3g� OF 10 Expires 04/12/2020 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) v • • ••• • • ••• 80 go00 00 0 0 0 0 0 0 000 0 0 0 0 0 000 0 0 0 0-9-00 go � ... �1 :0 V AD To © o J — t a c RECEIVED MAY 2 3 20176T� APPE?OID — jM-DG Del DATE (65'1 �4 t ZONIII'NGDEPT 3 f, SUBJECT TO COMPLIANCE WITH ALL FEDERAL I I)TATF AND COt INTY RULES AND REGULATIONS • •• •• • • • •• •• see 0 • • • • • • ••• • • • • ••• • • !9�on 3ES G 1 ••• • ••• • ••• • ,.,, p ,,,,,� ; ,;, •,• •:: iami Shores Village „ ,,. .. . . .Building Department ORIDP' . .. . . . . ... . 10050 N.E.2nd Avenue • • ' ' ' ' ' Miami Shores, Florida 33138 .. ... . . . . . .. Tel: (305) 795.2204 Fax: (305) 756.8972 REQUIREMENTS FOR ROOF PERMIT Permit application must be accompanied by: ❑ PERMIT APPLICATION (SIGNED AND NOTARIZED BY BOTH OWNER AND CONTRACTOR) ❑ 2 COPIES OF THIS PACKAGE ❑ 2 COPIES OF ALL PRODUCT APPROVALS ❑ SUBMITTAL FEE ❑ NOC (RECORDED AT TIME OF PICKING UP PERMIT) REVISED ON 7/9/09 see .00 • • . . . . . 000 . . . . ... 000 0 96* 0 0014 'ROCIO ALPoF. A 0 * 0 .. PORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT 00 0 0 0 66 see Go r' WIND U3AD'I A$I�'>�R C MPONENTS 8c DING . . . . . . . .. . . WIN17 S I`A1�TDlRTf-A=7-�i'FBC 2010/2014 E DMON GARAGE DOORS ONLY Cw*: Miami Dade Fw=1: Wind Speed: 175 MPR It Risk Category: Il Exposure Category: C 1.tint exp$ 2.Project Name: (Residential Projects Only) 3.Project Address: •. /2�!U ���*� Q�tz1 FIAb-U <331�1 TE ZIP 4.Building Height: �j Cl', (See Fi=nm I above)A 5.Door Size: .9-6 �i�WOO MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN ZS FEE'S. '. MEAN effi-m-M ROOF SLOPE>16 D FOR BULM MOG W`1M ROOF SLOPE<18 DEGREE ROOF DOOR WIDTH DOOR WIDTH•: HT 9F1: 12 FT. I6FT. 18FF 8F1: 9FT: uFT. 16 F1: I8 FT (Fl) P8F f) PS -) PSE{+ PSE(-)PSF{t)PSE 1 PSF ) PSF(- PSEfY) PSE() PSF{v) PSF(--) PSF{,) PSf() PSF(+) PW(-) PSF(+) PW(-) P5F{+) PSF< 15 38.1 49.7 37.5 485 36.0 455 345 425 33.9 413 34.9 45.4 34.4 443 33.0 41.6 31.7 38,9 31.113?." 16 38.6 503 38.0 49.1 36.4 46.I 34..9. 43.0 343 41.8 •353 45.9 34.8 44.8 33.4 42.1 32.0 393 31.5138.- -19.0 39.0 50.9 38A 49.7 36.9 46.6 353 43-5,34.7 423 35.8 46.5 35.2 45.3 33.8 4246 32.4 39.8 31.9 38.' 18 S 51.S.)38-9 50.2 373 47.1 35.7 444 35.1 1 42.8 362 47.0 35.6 45.8 34-7 43.0 32.8 403 32.2 39. • 39.9 52.1 393 50.8 37.7 47.7 36.1 443 35.5 43.2 36.6 47.5 36.0 46.4 34:6 43.5 33.2 40.7 32.6 39.! 20 40.4 52.7 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 33.5 412 33.0 40_i 21 40.8 533 402 51.9 38.6 48.7 37.0 45.5 363 442 37-4,48.6136.8 47.4 35A 44.5 33.9 41.6 333 40.: 22 413 53.8 40.6 52.5 39.0 493 37.4 46.0 36.7 44.7 37.8 49:4 372 47.9 35.7 45.4 343 42.1 33.7 4Q 23W42.6411.09 53.1 39.4 49.8 37.8 46-5 37.1 452 382 49.7 37.6 48S 36.1 45.5 34.7 42.5 34.1 41._ 24 53.7 39.8 503 38.2 .47.0137-5145.7 38.6 50.2138 49.0136.5- 46.0 350 43.0 34A 4I' 25 542 403 509138.6147.5137.9146-) 39.0 50.7138A 495 36.9 46.5 35A 43S 34.8 42.. Notes:- -h=Eave height for roof slope<10 degree; -Table above shawl maximum design load for shown budding height in end zone. For any other con&'ions/aonw,designloads to be evaluated on project basis Disclaimer -Thk document is not valid without the embossed seal of an engineer employed by AI-Farooq Corporation -No portion of this doamtent may be used or reproduced in any manner_ JAVAD D,P.E. howeverfor that portion ofASCE 7-10 set forth herein). FL#70592 EB CAN#3538. 9360 Suuxt Drive,Sante 2"I Miami,FL 33173 1 T:305164.8100 J F:30.5262.6978 I www.ali cng cpM I a&com • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• Go ••• • ••• • ••• MIAMl�DADE . . . . . � •� � MIp1V1T DADE COUNTY RM 000 • •' '. ' ; •• PRODUCT CONTROL SECTION •a• ••' :00 '•' 0:6 ; 11805 SW 26 Street,Room 203 DEPARTMENT OF REGULATORY AND ECONOMC RESOURCES(RER) Miami,Florida 33175-2474 T 786 315-2590 F 78 315-2599 BOARD AND CODE ADNIINISTRATIOlY1�IVISION ( ) ( NOTICE OF ACCEPTANCE lTQk. ) ; ; :0 DAB •, c�ww.miamidade.gov/economy . . •. DAB Door Company,Inc. ••' '•' •• •• 12195 NW 981 Avenue Hialeah Gardens,FL 33018 SCOPY': 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(7n Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve ilia 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 deterpined 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 ode, including the High Velocity Hurricane Zone. DESCRIPTION:Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9'-4"w/ Window Lite Option APPROVAL DOCUMENT:Drawing No.0105,titled"Sectional Garage Door",dated 01/19/2001,wit4 last revision J dated 03/21/2016,sheets 1 through 5 of 5,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control renewal 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 surface of a panel. RENEWAL of this NOA shall be considered atter a renewal application has been filed and there has been no changq 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 renews NOA#15-0317.04 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.16-0330.04 MIAMI )ADECOUNTY Expiration Date:October 4,2021 Approval Date:June 23,2016 o 01toi'L, 1� Page 1 .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... DAB Door Company,Inc. . •.• . •o: • •o: . . •• . • . • . • . . . . NOTICE OF ACCEPTANCE.� ; ENCE SUBMITTED A. DRAWINGS •• • • • ••• •• 1. Drawing No. 01-05,titled"Sectional Garage Door",dated 01/19/2001,with last revision J dated 03/21/2016,sheets 1 through 5 of 5,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted underNOA #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 24113 2.1,TAS 202-94 along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering&Testing,Inc,Test Reports No.HETI-08-2149A/B,dated 06/27/2008, signed and sealed by Candido F.Font, P.E. "Submitted under NOA#03-0210.04" 3. 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. "Submitted under NOA#01-0620.08" 4. Test report of Uniform Static Air Pressure and Force Entry Resistance Test,per FBC,TAS 202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 01-966,dated 01/18/2001,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.HETI 01-972/974,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 AI-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No.16-0330.04 Expiration Date: October 4,2021 Approval Date: June 23,2016 E-1 0 see 00 . . so* . . . . ... DAB Door Company,Inc. . ••• • ... . ... . . .. . . . . . . NOTICE OF ACCEPTACL?• T'V410ENCE SUBMITTED . ... . . . . .. . C. CALCULATIONS (Cont.j•• •• •• "Submitted under NOA##09-0128.05" 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. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexan Polycarbonate Sheet Products,approved on 12/10/2015 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. 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 11/10/2011 and expiring on 01/11/2017. S. Notice of Acceptance No. 15-1203.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are 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"FVC 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 1. Statement letter of code conformance to the 5'edition(2014)FBC and of no financial interest issued by AI-Farooq Corporation,dated 03/21/2016,signed and sealed by Javad Ahmad,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No.16-0330.04 Expiration Date:October 4,2021 Approval Date:June 23,2016 - E-2 . ••• • ••• i i i i •••i :7-1/2" X 3" X .071" GALV. STEEL TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" Q ` • ENO ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER uoi • • e•• • • • • ••• W/ (4) #14 X 5/8" SMS fl FASTENED TO END Sl TLE WITH TO BE INSTALLED AT o WITHOUT DELRON SLEEVE (STD_) (6) #14 X 3/4" SELF DRILLING SCREWS I CENTER STILE • WITH DROSLEEVE (OPTIONAL) O r Z ••• ••• . ••• ••• • CENTER STILE A .a.�s �a a Mi a ,• • • • • • • • . • • - 0 ul •• • • • •• ••• •• I N • • • • • • • • N Q ILI y • ••• • • •9 •• •• •• Y. C . . . . . . 0A �� Q � 7-1/2' X 2-1/4" X .071" I _ a. e M 0 GALV. STEEL CENTER HINGE t� --- - -- o 0 IL O A *� W/ (4) #14 X 5/8" SMS i I T Q `��i 2 WITH DELRON SLEEVE (OPTIONAL) B ! I B a o i� O N 1 Ui u. 6 LOCKy = Ln LL _Z O g m 0 Y 0 - gc, oU d00 02 00 LU 'vim i" W X .15" THK. LATCH _ co r `9 STANDARD LOCK #14 X 3/4' SELF DRILLING SCREWS MAY BE USED SPRING LOADED SLIDE BOLT (BOTH SIDES) IN LIEU OF #14 X 5/B" SMS FASTENED W/ (4) #14 X 1/2^ S.M.S. 5/8' MIN. LOCK ENGAGEMENT p0 O CONFORMS TO SECTION 1008 REGARDING p g RAGE DOORS } 3' X 1-1/2" X 6-1/2" X .1" STEEL I N CD Q FASTENED TO END STILE WITH (2) #14 X 3/4" SMS ¢ U lz tri N TOTAL OF ® O ` DO a DOOR 'U' BARS AT J HEIGHT CONSISTS of EACH DOOR .158 DIA. CALV, AIRCRAFT TYPE ��� OPTIONAL VENT L-�-A OPTIONAL FLUSH FACE Z ag o 6'-6 2 SECTIONS 18" 2 SECTIONS 21" CABLE & NICO-PRESS SLEEVE ® (3) 5" WIDE AT 70'O.C. MAX. WOOD GRAIN DESIGN O a � C 6'-9" 1 SECTION 18" 3 SECTIONS 21' W/ MIN- 5 TO 1 SAFETY FACTOR OPENING AREA NOT TO EXCEED I-• 0 - -r 144 SECTIONS 21" - O ® COLONIAL DESIGN U p ZE 120 SQ. IN. L[j o InCD7'-6" 5 SECTIONS 18" - I MAX. DOOR WIDTH 7'-9" 4 SECTIONS 18° 1 SECTION 21^ L� 8' 3 SECTIONS 18' 2 SECTIONS 21' 8'-3' 2 SECTIONS 18' 3 SECTIONS 21' INSIDE ELEVATION 8'-6' 1 SECTION 18" 4 SECTIONS 21' BRACKET BRACKET DAD DOORS INC. 8'-9' 5 SECTIONS 21' - STD. UFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR Hurricane Master@) Model 824/811 s' s secrtoNs 18° - DOOR OPTION Max. Size 9'-4' X 18'-0" High iy 9'-3' 5 SECTIONS 18' 1 SECTION 21' With Window Lite 0 Eton 9 N = X = ` I 9'-6" 4 SECTIONS 18" 2 SECTIONS 21' 7-7/8" X 3-1/8" X .010" P 9'-9° 3 SECTIONS 18' 3 SECTIONS 21' STEEL PLATE �' `� j 10' !2 SECTIONS 18' 4 SECTIONS 21 o WITH (4) #14 X 3/4" SDS o w m Lr w i 10'-3' 1 SECTION 18' 5 SECTIONS 21° O MAXIMUM DESIGN LOAD RATING = + 62.0 PSF MAXIMUM DESIGN LOAD RATING = + 55.0 PST= 1 a'-s' s SECTIONS 21' - CENTER STILE v U 1o'-9" 6 SECTIONS 18' 1 SECTION 21" < (DOORS WITHOUT WINDOWS) - 70.0 PSF (DOORS WITH WINDOWS) — 64.0 PSF m z 2 z 11' 5 SECTIONS 18' 2 SECTIONS 21" ti OUTSIDE 11'-3" 4 SECTIONS 18" 3 SECTIONS 21' HANDLE END STILE DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF 11'-6" 3 SECTIONS 18" 4 SECTIONS 21" FLORIDA t3ltlt�ING CODE TAS-202, TAS-201 & TAS-203 FOR FLORIDA BUILDING CODE, TAS-202 TAS-201 & TAS-203 FOR 11'-9' 2 SECTIONS 18" 5 SECTIONS 21" HVHZ. HVH7 AND ASTM E1886-05/ASTM E7998-09. •12' 1 SECTIONS 18" 6 SECTIONS 21" N o N D'a 0 n M ° LOCK BAR GUIDES a 0 0 12=3 7 SECTIONS 2T° - ENSTALIFD ON END STILE m o 12'-6' 6 SECTIONS 18' 2 SECTIONS 21' , -INSTALLED (4') ON X 5/8' SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT z _ 12'-9' 5 SECTIONS 18" 3 SECTIONS 21" WITH 13' 4 SECTIONS 18" 4 SECTIONS 21' 1 flT X .6W LOCK BAR b i 13'-3" 3 SECTIONS 18' 5 SECTIONS 21' ENGAGES IN TRACK GENERAL NOTES 13'--6` 2 SECTIONS 18' 6 SECTIONS 21" ON EACH SIDE OF DOOR L � � ®, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE \` ��� "n 13'-9' 1 SECTION 18" 7 SECTIONS 21' REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING PRODUCT RENEWED ems\ ��'' IGEM LF •'•. ��� i -1 I 8 SECTIONS 21',- OUTSIDE KEYED LOCK !OPTIONAL) Q { L HIGH VELOCITY HURRICANE ZONE (HVHZ}, as complying with the Florida 14'-3" 5 SECTIONS 19-13 SECTIONS 21" LOCK BAR.LOCKING SHOWN Building Code .70592 14`-6" 5 SECTIONS 18" 4 SECTIONS 21" ''c. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. -�'; a '. t I ALTERNATE TO SPRING LOADED SLIDE BOLT ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL NOA-No. 16-0330.04 _ ,y _= a W ti 1.4-9" 4 SECTIONS 18" 5 SECTIONS 21" LOCKS SHOWN ABOVE DRESSING OR STUCCO. 15' 3 SECTIONS 18' 6 SECTIONS 21" TFacpiration e1010412 �- drawing no. 1 15'-3' 2 SECTIONS 18' 7 SECTIONS 21" 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL STATEOF ��� 15'-6" 1 SECTION 18" a SECTIONS 21" 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN 1N By �� •'••.PLplliDP:����� 0 ,.._,05 } 15'-9' 9 SECTIONS 21" - THESE DETAILS ARE NOT PARE OF THIS APPROVAL Miami- a oduct Control ���� �� 16' 6 SECTIONS 18' 4 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. t f7�� /fill Jil�� sheet 1 of 5 i I I I q • i fl •U. • ••• • i i •i• i i i • - - 24 GA. STEEL PANEL C seeZ � h ! so 0 g + • • ••• • e•• • FLAPS BEM' OVER PANEL I o s D jq I • • • • • • • • • ••• • • • " " • • • • • •• ••• • 16 GA. X 2-1/4X 3/4X 27 • GALV: STEEL U.BAR REINFORCING TRUSS • • • • • • • • 0 • • • TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES O '� W/ TWO 14 X 5/8" S.M.S_ AND TO END STILE 1/2" PUNCHED HOLESJ13 Ur m W/ FOUR i 4 X 3/4" SELF DRILLING SCR. 04" O.C. f� �aO¢ 024" STL. PANFI 0 16 GA. X 2-1f4" X 3/4" X 2" 7VV N N p � GALV. STEEL U.SAR REINFORCING TRUSS _ OUTSIDE OF DOOR j @BOTTOM OF PANEL TRUSS FASTENED TO i Q W U)_ c ` VERTICAL INTERMEDIATE STILES W/TWO I z _ _ #14 X 5/8" S.M.S. AND TO END STILE I�� I p g W/ FOUR #14 X 3/4 SELF DRILLING S. `(� � � i o 0 SOLID BRASS DOOR VIEWER O BOTTOM SEAL OPTIONS $AA 0'_ CO SCHLAGE SECURITY HARDWARE' SEE SHEET 4 END STILE o INSTALLED IN 9/16" DIA_ HOLES IN CENTER STILE O r� POSITIONED AT EYE LEVEL Ld w ANCHORS AT TRACK BRACKET: Q_jBOTTOM SECTION A) 3!a' DIA POWER-BOLT BY 'POWERS' L` REINFORCING TRUSS 2' MIN. EMBED INTO CONCRETE a Z 1- vj ONE AT BOTFOM PANEL1-7/8" MIN. EDGE DISTANCE CD — Co wED STEEL TRACK BRACKET FASTENED ¢ (fl rn n I TO WOOD JAMB-WITH TOP SECTION B) 178" DIA. HLC SLEEVE BY ICU of Ir 5/16" X 1-5/8" LAG SCREW REINFORCING TRUSS 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 9? O. :-5:: , (FULLY THREADED) ONE AT TOP PANEL 1-5/8' MIN. EDGE DISTANCE INTO CONCRETE 0 C3 .. FOR CONNECTION OF WOOD BUCK ONE PER BRACKET 4" MIN- EDGE DISTANCE INTO FILLED BLOCK Ld Q o M TO MASONRY SEE NOTE ON SHEET 4 � � L,_r ,.., OPTIONAL STOP MOULDING BY DOOR INSTALLER CONCRETE 1`'C = 3000 PSI MIN. 0 r #14 X 5/8' SMS 3/4" X 2" X 2-1/2" X .049" STEEL C-90 GROUT FILLED BLOCK em = 2000 PSI MIN. 4 PER HINGE END STILE, CONNECT TO PANELS WITH SOUTHERN PINE FLAPS AND (4) 3/16" ALUM RIVETS 0.55 S.G. a EDG DjST." 1/2" X 1-3/4" X .039" FORMED STEEL SEE DETAIL ABOVE d GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS a 72" ox, 1-7/8" X 2-5/8" X .045" STEEL EDGE GO CENTER STILE, GLUED AND RIVETED DISTANCE y _ v, 1 rA TO PANEL W/ (4) 3/16" RIVETS POP RIVETS c o 1 1 1 2 MIN. I 3/16r y Q a z #14X5/8' S.MS_ ; b _ 4/ HINGE \> `' '• 1 U v1 �0 0 9 . -0 z z m tANCHOR TYPE A OR B (l) PER BRACKET c m m n m 1.9" X 2.19" X 3.3" X .102" SEE SHEET 3 FOR BRACKET SPACING > B o a o STEEL. TRACK BRACKETS - m 0 ` SEE SHEET 3 FOR SPACING 1/4-20 SS BOLT & NUT I ' PRODUCT RENEWED •O -.• o I 7-1/2" X .071' GALV. STEEL as complying with the Florida CENTER HINGE 7-1/2" X .071' Building Code N70v�2 " END ROLLER HINGE NOA No. 16-0330"04 v ` s 7/16 PUSHNUT = 11' .{� - a • v Z172GA. •TRACK INSTALLED ON ROLLER SHAFT SECTIO) 7B-B Expiration Dat 101041202'1 •91 ��. X 2-1/8' X 1" (STANDARD) "1.82' DIA. X .50" STEEL ROLLERS (STD.) �� O ` drawing no.X 3-5/16" X 1-1/2" (OPTIONAL) 1.82 DIA X .50" NYLON ROLLERS (OPTIONAL) By O _O� j FASTENED TO TRACK PLATES 275" DLA X .50" STEEL ROLLERS (OPTIONAL) Miami-D d Product Control // •''•�oRivP.•'•�®`` SLOTTED 114 20 X&5/8- OCK NUT HD. INTERIOR SIDE 2.75" DIA X _50" NYLON ROLLERS (OPnoNAL) �i11111111110\B� WITH 5 STEM sheet 2 of 5 • ••• • . • •• •• • 2 X 2 X 1/8" HORIZ. ANGLE 1 Q - 2" POP RIVETS • • 0 s•i i • i • 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR HORLZ. TRACK SUPPORT; SPOT WELDED TO HORIZ. TRACK �0 Q 2-3/4' X 5-01/2"0f j;�f 40Y � 5/16' SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITH TWO WELDS AT 1-1/2" APART � 'n GALV. STEII WITH 1-1/4" EMBED INTO MASONRY l0(�yEEDING 8 FT. IN HQGHT FIRST AT 3" O.C. TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II ' FASTENED W4r (6� j 14 X 518" S.M.S. _ _ A -1 REST AT 9' O.C. • • ••• • ••• Z. CO h w II CONNECTED TO FLAG BRACKET ANGLE m j .090:'H10. :&LV. $TftL•ADJ(�STA LE• • W/ 3/8-16 X 3/4" BOLT & NUT Q u, m cy SLIDFi FgST��11VV@D TO BRACKEN• i •• 2-1/2" X 4-1/4" X 13 GA STEEL PLATES AND TO SPRING SHAFT GUIDE WITH Z "� 9 I W/ 5/q6-rA 3/,r*WE)% AD •� _0 WELDED TO 1-1/2" X 1-112" X 14 GA_ ANGLE ACJ (2) -i/4-20 X 5/8" BOLT & NUT M. SCREWS & NUTS. FASTENED TO TRACK - -- a I Tq TOP BRACKET WITH (4) 1/4-20 SS. BOLT & NUTS - -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12' 0 N�-�, 1 • AAQD)••• i•• i••' �• L A X 1 • • ••• • • • • •• • 4 f ••• i i •• (OP oiw#q ••• VERTICAL TRACK-""iQ N LOW HEADROOM DOOR 14 GA GALV. STEEL TRACK 2-1/8" X 1" X .080' G tl ?W m ° SECTION A-A (y a In, m o � HORIZONTAL REINFORCEMENT � z 1/2" X 1-314" X 059" FORMED STEEL D a d � � o w GLUED TO PANEL AND FASTENED TO N I os VERTICAL STILES WITH 2" X 5-1/2" X .104" a, Z 0 N zd GALV. STEEL Ln � o (2) 3/18" POP RIVETS FASTENED W 4 14 X 5 8" S.MS_ • SECTION HEIGHTS BRACKET PLACEMENTS w N o / ( ) # � DOOR IL Z � TOP ROLLER BRACKET FOR HEIGHT O ! ' HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION 1ST 2ND 3RD 4TH 5TH 81 B2 I B3 B4 B5 86 B7 88 „JI tS W 1 j2° X 1-3/4" X .059° FORMED STEEL 6'-0" 18" 18" 18" 18" N/A 1" TO 2' 11-3/4" 23" 34" 45" 56" 67" - a GLUED TO PANEL AND FASTENED TO 6'-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" VERTICAL STILES WITH 7'-0' 21" 21" 21° 21" N/A 1" TO 2" 11-3/4 23" 34" 45" 56 67" - (2) 3/16" POP RNVETS 7'-6" 18" 18" 18' 18" 18" 1" TO 2' 11-3/4" 23" 34" 45" 56" 67" 78-1/4' 5116" METING RIB 8`-0" 21" 18" B'; 18" 21 1" TO 2" 11-3/4" 23° 34" 45" 56" 67" 78-1/4" #-SECTIONS ARE NUMBERED STARTING AT THE BOTTOMOf pp 1.82" DIA. X .50" ROLLERS �s FOR DOORS MORE THAN 8 Fr- HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. O M W/ .44 DIA. X 4-1/4- STEM = O ® O W t7 { OPTIONAL INSULATIONS.' o Lw7 Q--L LL BY 'DYPLAST PRODUCTS LLC' ZW o Q EPS-EXPANDED POLYSTYRENE m pQ m 1.9" X2.19" X3.3° X .090° DENSITY - 1.05 PCF STEEL TRACK BRACKETS c¢7 tz z N.O.A. #1 i-D926.47 nm 2-3/18" HIGH •j OR CONNECTED TO TRACK WITH Q N w ISO-25 POLY-ISOCYANURATE ) 1/4" BOLTS & NUTS- z0 Q h o = DENSITY = 2-0 PCF F- O Z 1j N.QA. #11-0926.06 m U T] T i z pR L d Lod o a BY 'CELLOFOAM NORTH AMERICA' 0" v DENSITY = 1.03 PCF us _ Q j N.O.A. #15-1203.04 M U 2 OR BY `INSULF'OAM LLC' d DENSITY - 0.92 PCF m + N.D.A_ #14-0311.08 r7 8 0] G 14 GA. GALV. STEEL N y z o ROLLER HINGES FASTENED m W/ (4) #14 X 5/8" SMS m N MIN. 024" ROLL FORMED STEEL PANEL w y o DRAWING QUALITY G-40 v Z U o g MIN. YIELD STRENGTH = 34 KSI TRACK CONFIGURATION WITH PRIMER AND BAKED-ON POLYSTER PAINTED TOP COAT F APPLIED TO BOTH SIDES OF STEEL r I = VERTICAL LIFT HIGH LJ STANDARD LIFT LOW HEADROOM o �, o o N N C 9 rd r: ai r I w DOUBLE TRACK `� a AVAILABLE TRACK OPTIONS ` OGa z ' .,�e 0 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED PRODUCT RENEWED ��� P v9.®e � i Q W/ (4) #14 X 5/8' SMS as complying with the Florida -� o L Building Code ..'� m c NOA-No. 16-0330.04 f v • v' u D_� BOTTOM SEAL OPTIONS F�cpiration a 10/0412021 --�; �= SEE SHEET 4 �@ OF drawing no. nn —o5 1 SECTION A-A ! �Ji�� A6l `�, sheet 3 T I REINFORCEMENT m • ••• i i ••••• 3 4„ 1/2- X 1-3/4' X .058" p • • • •• • IN. FORMED STEEL � m • • •�• • • • • • GE8 X 1" DIST. SELF DRILLING SCREWS #8 X !" o _ 1-1/2" MIN. OR SELF DRILLING SCREWS M h w a Z ••• • •• - • •• 3/16" 'RM' STEEL RIVETS OR ° a N I E DIST. • i• • • s •• •, ! o MULTIGRIP W/ DOME HEAD 3/16" 'RI1/EX' STEEL RIVETS 01 OM + i e i •• • }o AT 48' O.C. MULTIGRIP W/ DOME HEAD W � m 3 to i w • a•• C-4 3 AT 48" O.C. d 0 ai N REINFORCEMENT p p` 0 1 1/2" X 1-3/4" X STEEL Do O „ •• • • • •• •• FORMED STEEL esu 28Y 114: DUL•L�1G+SQtE�S• •2BY •• 1 1/4" Dllt LAG SCREWSLL WOOD BU I AT 6.6 F;OI� D8 �•� WOOD 1 AT 6" FROM ENDS 0 b I AflD 15.O•C. . • • •• 1 AND 15" O.C. MAX. 0 h ! 1 005 i W STRIP ADAPTER ] 1 l ALUMINUM WHIP ADAPTER O 0. epi RUBBER W'STRIPPING RUBBER W'STRIPPINGa fA O 05Q .040 e z u v 22 534 .700 ..1 1 l 1.75248 U 0 BOTTOM 1 i BOTTOM SEAL OPTIONS OPTION...'AOPTION c i WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) 0 # 0 THE INSTALLATION METHODS SHOWN ABOVE S14OWS 2X6 SYP WOOD BUCK ATTACHMENT W LJ M TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN 0 •Q- 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 I EMBED SPACING EDGE DIST. Z H Uj * I 11 VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 3/8" HLC SLEEVE BY 'HILTi' CONC. 1-1 4" 8" 2" 0 — 00 Z m 3/8" HLC SLEEVE BY 'HILT]' FILLED BLOCK 1-1/4' 8" 1 4" Q 0.30 1 3/8- DYNABOLT BY -ITW CONC. 1-1/2- s" 2-1 2" z of 0: 3 8" CONFLEX BY 'ELCO' FILLED BLOCK 2' 8" 3-3/4- O O 5/16" X 1-5/8" STEEL- STRUCTURE BY OTHERS 3/8' POWER-BOLT BY 'POWERS' CONC. 2' 8" 1-7/e" I-- O Z MUST SUPPORT THE LOADS IMPOSED0 in LAG SCREWS BY DOOR SYSTEM 3/8" SLEEVE—ALL BY 'SIMPSONS CONC. 1-1/2" 8" 1-7/8" to Q AT 12" O.C. CONCRETE f'c = 3000 PSI MIN. m rn C-90 GROUT FILLED BLOCK f m = Z1 , Q N 5/16" DIA. BOLTS sib " 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 GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1 1/4' ULTRACON BY 'ELCO' WITH SPACING OF � Z 16' O.C- INTO GROUT FILLED BLOCK WALL. WITH 2-1/4" MIN. EMBED o ' 12"O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED I I p 1-1/4' X 2-1/2' X 14 GA i cm i 2-1 2" MIN. EDGE DISTANCE 1-1/2" 11-1/2 CONT STEEL ANGLE 1-1 2" 0 2� a W 1 U) ° 1/4' TAPPER BY 'POWERS' WITH SPACING OF 12 GA. GALV. STEEL c - , m 11" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED FLAT BRACKETS t3" LONG 2-1/8" X 1" X 14 GA. GALV. aVi U " 11' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 1/16' X 2-1/2 AT 12" O.C. fN DOOR OPNG, 0 i, a o 3" MIN. EDGE DISTANCE FILLET WELDS AT 18" O.C. ABOVE DOOR OPNG. STEEL TRACK FASTENED TO m z AT 12" O.C. MAX. TRACK PLATES W/ (2) 1 CONNECTED TO CONT. ANGLE 1/4-20X5/8" TRUSS HO. ' 3/8' CONFLEX BY 'ELCO' OR W 3 SPOT WELDS AT EACH SIDE 3/8' LOT BY 'TTVV' WITH SPACING Of ( � SLOTTED M.S. & LOCK NUT3 ^ ,n 23' O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED = m m is os 3n MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE.TRACK TO WOOD BUCK TO TO CONCRETE AND FILLED BLOCK : o o a 3/B' HLC SLEEVE BY 'HILT]' WITH SPACING OF m c 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 ALTERtYATE TRACK INSTALLATION 2-1/2" MW. EDGE DISTANCE \,Illi . - , j PREPARATION OF JAMBS BPRODUCT RENEWED Y DINERS . i ¢ , as complying with the Florida �� FNSF •� !, _ ; FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY Building Code Iva ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED NOA-No. 16-0330.04 o.7OW2 •�' � ° � � I i BY DOOR SYSTEM. • u FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OFExpiratio te'10104/2021 RECORD, DOOR INSTALLATION MAY BE REVIEWED AND 'APPROVED BY BUILDING OFFICIAL UPON INSPECTION. sy ®• ' STA OP r•� ` drawing no. 1Niami- a Product Control ��f' '•.,;PLpDP,r'�®��� �'� —05 MAXIMUM EXTERIOR(+) LOAD PER JAMB (9.33' X 62 PSF)/2 = 289.3 Lbs per Ft �j 4�� ��ti s MAXIMUM INTERIOR(-) LOAD PER JAMB = (9.33' X 70 P$F)/2 = 326.5 Lbs per Ft. f�� IIN Sheet 4 of rj 1 3 1 I • • • • • • • • • • 500 250 • • • :0: • • • PLASTIC COMPLIES WITH 1 I o DOOR PANEL• • 0:0 •• • • • • ••• to CHAPTER 26 OF FBC 0 24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE o ... ... ••• z i25 0000 0 ra , . . . . . .. • • • • • • • • • .725 tj • • ••• s ••• • 1.765 1Nq4 0 J CJ 7/16" filA WASHER 1.144 W L • • • ••• • • •• •• ••• • • • ••• ErC a k 1 • • • • • •• • • U. c�5 y ti // I I • • • • • • • :00 • o (� #8 X 3/4" SMS 21 3/4" D c7 13 0 3/8" FROM ENDS MAX. 176 -800 a 7 t* c t AND 7" O.C. MAX. WDW. WIDTH 4 0. O_ j t a z * EXTERIOR FRAME INTERIOR FRAME i 1 j I II 1 w 1H 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION _ (4) #8 X 3/4" SMS °d z o � >ti ® 1-3/8" FROM ENDS \ o D.L.O.MAX. LL z J I l l I I I AND 5-1/2" O.C. MAX. n +n J 7 I IIII A © C 1111 .175 X .062 DEEP 1111 GROOVE I"I Illj =� co 1 0_ IIII O I 1/4" POLYCARBONATE LFXAN Ld > I i I 1 BY 'SABIC INNOVAnVE PLASTICS < 111 NOA #15-0915.08 D ZIs-ui 1 0 — zto x ' CO LU W d cfl rn I I a � ,ill z IY w s z o w 1 1 _ O O c� n 3 111 U Q T in 1 1 13 L+J 11"S Q 0 i 1111 Cl] 0) j m rJ I IIIIaQ I r Q N j - Ilil tl 1 l I j .175 X .062 DEEP W w W I Ili 1 GROOVE y M 1 1 W W- W 0 1 III I / (4) #8 X 3/4" SMS INS(DE ELEVATION N 1 3 i I ,�' ® 1-3/8" FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS L F I I f AND 5-1/2" D.C. MAX. o o WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION Z 1 #8 X 3/4" SMS C ® 3/8" FROM ENDS 175 X .062 DEEP AND 4-1/2" O-C. MAX- GROOVE c 0 r Cd O r O O N \\ /I-1 i' O r O O #8 X 3/4" SMS @ 3/8' FROM ENDS AND 7' O-C. MAX. r -� 11111 _ _____' _= PRODUCT RENEWED Fz 7/16' 064 WASHER \ - - - - - - - - - - _ - - as complying with the FloridaBuilding CodeNOa iao. 16-0330.04 - 70M qZ� 6 `W .' JA, Y.0 •p m a'. 'Y DOOR PANEL EXTERIOR Expiration 10/0412021 _ DOOR PANEL 24 GA (.024) STEEL MIN 15/16" MIN 1 .024 STEEL MIN. D.L OPG. By drawing no_ 24 GA I GLAZING BITE Miami d Product Control I WINDOW WIDTH tr�11101 -05 Iti`� sheet 5 of 5 - sl