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REV-19-2589Miami Shores Village RECEIVED BUILDING PERMIT APPLICATION Building Department 0 T 2 9 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY- -- Tel: (305) 795-2204 Fax: (305) 756-8972 FBC 20 I� Master Permit No. 2 $ -�)'�0 VV5(�-D2ro Sub Permit No.�y- �0 - I q - 2�e I K BUILDING ❑ ELECTRIC ❑ ROOFING INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑CHANGE OF ❑CANCELLATION � SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type:} Flood Zone: BFE: FFE: OWNER: Na/me (Fee Simple Titleholder): 1"`A" Phone#: Address: yS 00 City: PIN\ State: LO°tip Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: C-z) +vim City: •��� N nh� Phone#: -A - Z�� 'F L. Zip: �� 1 \a _ Qualifier Name: �'05 1" VyeL Phone#: State Certification or Registration #: U6L 1 4_5 Z2o( I Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: �1 City: State: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ., 4 New ❑Repair/Replace Description of Work: Specify color,of color thru tiler Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCFS DBPR $ Zip: ❑ Demolition Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ _ (nevi sed02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State HE WE 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 Signature J v�� OWNER or AGENT The foregoing instrument was acknowledged before me this .G� V day of 6 ' i0 , 20 - c% by who is personally know to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 'zc /c'I 1fLt.J.'�l Seal: `� EUUT M. SALINAS MY COMMISSION # GG 239916 EXPIRES: July 18, 2022 Bonded Thru Notary Wx Underwftrs ############################# APPROVED BY (Revised02/24/2014) as CONTRACTOR The foregoing instrument was acknowledged before me this d ay of ��j%a 20 '/q by who is ersonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: -mil: cll�"`i Seal: OM •• EUUT M. SALINAS MY COMMISSION # GG 23991 EXPIRES: July 18, 2022 Bonded Twu Plans Examiner Zoning Structural Review Clerk �.�U1G1J2326 I U ICI 2 S89 MIAAMI•DADE M9191 k 1a1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA)�'-� ML PRODUCTCCOWIN 11805 SW 26 Street, Room 208 Miami, rlorida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.pov/economy DAB Door Company, Inc. 12195 NW 98`h Avenue Hialeah Gardens, FL 33018 SCOPE: BY: This NOA is being issued under the applicable rules and regulatidfis 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 (1n 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 ni ygg o. $he manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modi:y, or %spend'the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptalVe, if it is cLefd1PMr3ed by Miami -Dade County Product Control Section that this product or material fails to meet f11C•0z!tlhiremen"6?the applicable building code. s e e This product is approved as described herein, and has been designed to comply with the F2drTda. BuildM �Cbile, including the High Velocity Hurricane Zone. DESCRIPTION: Hurricane Master Model 824/811 Steel Sectional Garage Door uD.th.t&-2" w/o; • Window Lite Option (DP +48.0, -52.0 PSF) :so:*: APPROVAL DOCUMENT: Drawing No. 98-05 Rev M, titled "24 GA. Roll Formed Steel 3ectiorpj. .; Garage Door", dated 02/23/1998 and last revised on OCT 03, 2017, sheets 1 through 6 of 6,.preparecr by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Produce Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0302.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. APPROVED NOA No. 17-1018.11 Expiration Date: July 21, 2020 Approval Date: December 14, 2017 Page 1 *Soso* . . 0 0 0 0 0 S Osseo . . 00000 *Osseo 0 0 0 ... . DAB Door Company. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 11-0414.13" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricanpe e . ; Engineering & Testing Inc., Report No. HETI-07-4267, dated 06/29/20cr, sited and sealed 0000 by Candido F. Font, P.E. q 2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cy Ali .end Pressure • Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Dqq� ". prepared by Hurricane Engineering & Testing Inc., Report No. HETI-11-3206, dated'Qa✓ 02011»si4Qe1 and sealed by Candido F. Font, P.E. • G • G • e G G 3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door•(skin)"*, e: • - prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11;7tQ2,;dated • 01/29/2011, signed and sealed by Candido F. Font. P.E. 0 0 ' "Subnutted under NOA # 05-0217. 0,2" " ' : o " e 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional' e o Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, PE. 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07/15/2003 signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-0210.04" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.08" 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. I -,1. C_.. Bhaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1018.11 Expiration Date: July 21, 2020 Approval Date: December 14, 2017 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128.01" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.01 " 3. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative PlastiCS, fof their. • • • • Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2CIT.:" 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for tiieIT* Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and;Cp;ring one • 11/29/2017. ...... . .. 3. Notice of Acceptance No. I1-0926.07, issued to Dyplast Products, LLC,.fgl their Exl bAa -�• Polystyrene Block Type Insulation, approved on 11/10/2011 and expirigc&Q1/11/2017.. 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 ald expiring on 01/11/2017. 0 0 00 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. "Submitted 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 1. 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 # 14-0814.08" 1. Statement letter of code conformance to the 5' edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. I�sh q I. Chanda, P.E. Product Control Examiner NOA No. 17-1018.11 Expiration Date: July 21, 2020 Approval Date: December 14, 2017 E -2 DAIS Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 98-05 Rev M, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998 and last revised on OCT 03, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes to comply with FBC 2017. B. CALCULATIONS 1. None C. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources (RERj!; • • • • • • • y D. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for theme •; • • • • Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. ..... 2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LL , fer their QyplVt ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoarn North Amemea Ac, fop their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. •' • • 4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/ 17/2018. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5t' Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated 10/05/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA #15-0302.01, expiring 07/21/20 \. (3�11 kJ, Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1018.11 Expiration Date: July 21, 2020 Approval Date: December 14, 2017 E -3 X 2-1/4" X 18 GA TOP FIXTURE 5-1/2' X 2-3/4" X 0.1" 07-1/2- GALV. STEEL CENTER HINGE W/ (4) 014 X 5/8" SMS DELRON SLEEVE STD. -' ��IS PUSH NUT �FASTENED � STEEL PLATE WND ONE 5/16-18 MS Wf NUT(), TO END S11tE WITH (6) d114 X 3/4" SELF DRILLING SCREWS OPTIONAL DOOR VIEWER TO BE INSTALLEO ATWITHOUT ANY CENTER STILE 7-1/2' X J" X .071" GALV. STEEL I ®® 1 SEE SHEET 4 FOR TOP BRACKET OPTIONS END ROLLER NOTICE Wf (6) p14 X 5/8" SMS i 1 CENTER STILES WITHOUT DELRON SLEEVE (S 1 90 , O WITH DELRON SLEEVE (OPTIONAL) 7-1/2" X 2-1/4" X .071' 1 CALV. STEEL CENTER HINGE 1 ® W/ (4) J14 X 5/8" SMS LOCK WITH DELRON SLEEVE (OPTIONAL) 2/ DOOR CENTER HINGE 1" W X .15 THK. IATCH ` STANDARD LOCK r 11 SPRING LOADED SLIDE SOLT (BOTH SIDES), + FASTENED W/ (+) #14 X 1/2• S.M.S. 8 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS .158 DOA. CALV. AIRCRAFT TYPE CABLE do NICO-PRESS SLEEVE WI MIN. 5 TO 1 SAFETY FACTOR 7'X3' X 0.1' STEEL PLATE WITH (4) f14 X 3/4' SELF DRILLING SCREWS BRACKET STD. LIFT DOOR TOTAL ( OF DOOR 'U' BARS AT HEIGHT CONSISTS OF EACH DOOR W-6' 2 SEC710NA te' 2 SECTIONS 2i" 8'-9' 1 SECTION 18" 13 SECTIONS 21' 3 Y 4 SECTIONS 21' 1 - 7--3- - - 7'-6" 5 SECTIONS IS' - 7--9" 4 SECTIONS 18' 1 SECTION 21' W 3 SECTIONS 18' 2 SECTIONS 21' 8'-Y 2 SECTIONS 18" 3 SECTIONS 21' _--- _ 8'-8" 1 SECTION 18' 4 SECTIONS 21" �8'-9' 5 SECTIONS 21' - 9' 6 SECTIONS 18" - 9'-3" 5 SECTIONS 18" 1 SECTION 21' 4 9'-6' 4 SECTIONS 18' 2 SECTIONS 21" W-9' 13 SECTIONS 18' 13 SECTIONS 21' 10' 2 SECTIONS 18' 14 SECTIONS 21' 10'-3" 1 SECTION 18" 5 SECTIONS 21' 10'-8" 6 SECTIONS 21' - 10'-9" 6 SECTIONS 1W 1 SECTION 21" 11' 5 SECTIONS 18' 2 SECTIONS 21" 11'-3" 4 SECTIONS 18' 3 SECTIONS 21' 1 V-6" 3 SECTIONS 18' 4 SECTIONS 21' 11'-9' 2 SECTIONS 18' 5 SECtiDNS 21' S tY 1 SECTIONS 18" 6 SECTIONS 2Y 12'-3' 7 SECTIONS 21' - 12'-G" 6 SECTIONS 18' 2 SECTIONS 21' 12'-9' 5 SECTIONS 18' 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21" 13'-3' 3 SECTIONS 16' S SECTIONS 21" 13'-6' 2 SECTIONS 18' 6 SECTIONS 21' 13'-9" 1 SECIION 18' 17 SECTIONS 21' 14' 8 SECTIONS 21' - 1V-3" 6 SECTIONS 18' 3 SECTIONS 21• 14'-8' S SECTIONS 18' 4 SECTIONS 21' 14'-9' 4 SECTIONS 18' S SECTIONS 21" e 15' 3 SECTIONS 18' 6 SECTIONS 21' 15'-3" 2 SIE 18 7 SECTIONS 21' SECTIWI 1I* 8 SECTIONS 21' 15'-9' 9 SECTIONS 21' - 16' fi SECTIONS 18' 4 SECTIONS 21' BRACKET LOW HEADROOM DOOR OPTION 7-7/8" X 3-1/8' X .010" STEEL PLATE WITH (4) 114 X 3/4" SDS I I� milli, 1, i 'A 17mi 11 1 9111 NOW 11 (3) WIDE AT 7- D.C. MAX. WOOD GRAIN DESIGN OPNG. AREA NOT TO EXCEED 120 SO. IN. MAY- DOOR VADTH 5 -2 CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT INSIDE ELEVATION of RAISED PANEL EMBOSSED DOOR OUTS HANDLE END STILE LOCK BAR GUIDES fTIINSTAULED ON END STILE WITH (4) #14 X 5/8" SMS L.18T X .&W LOCK BAR ENGAGES IN TRACK ON K OUTSIDE KEYED LOCOPTIO EACH SIDE OF DOOR CENTER STILES LOCK BAR SHOWN ® �t ® M M ALTERNATE TO SPRING LOADED SLIDE BOLT g'_0' LOCKS SHOWN ABOVE TO 9'-10' 0' DOOR WIDTHS l6YB✓'� =tq ob •'IK t11B1 ti6 Fk/etic ArgweeN• 1 -/Dl •1 I 10'-0" TO 11'-10' la�iel11Y•Date 1 �`- DOOR WIDTHS REFER TO SHEET 2 FOR U-13AR PLACEMENT DAB DOORS INC. Hurricane Master* Model 824/811 Max. Size 16'-2" X 16'-0" High With Window Lite Option DESIGN PRESSURE RATING - + 48.0 PSF - 52.0 PSF SCHEDULE 'A' CENTER STILES CONFIGURATION DOOR WIDTHS / OF CENTER STIES a. -a' TO 9'-10" 2 __ O _ 10'-0' T11'-10' 2 12'-0• TO 13'-10" 3 14,-0" TO 15-10" 4 15'-11' TO 16'-2" 5 DUILDINTESTED C CODE. TAS-202 ACCORDANCE CAS-20 & TASE 203 0 HVHZQUIREMENTS OF AND FLORIDA I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EORION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF5 INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 4. MATERIALS INCLUDING Sur NOT LI1mm TO SIli1/METAL SCREWS. THAT COME INTO CONTACT WTM OTHER DISSIAI&R MA7 SMALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA SLDG. CODE & ADOPTED STANDARD: 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL S. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE LABELING TO COMPLY WITH SECTION 1709.92. 1 L i 1 I111-1 • • • • • • • •• • • 14•-O'•TO•l5'�10•• • . -1 • • • • • ODOR WIDTHS /14 X 3/4" SELF DRILLING SCREWS MAY BE USED N LIEU OF #14 X 5/8" SMS iIT-O" TO 13'-10" L J_ _ :ILO" T1 16'-2' • • • _I DOOR WIDTHS • • • • • 40011p WIDTHS• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • acrl-. b3 , aol -1 2F g ^. Z h� �T1v 01i` CrH Gangs 0'arwE1 O Q WJJ n LL T9 ii z P7 aZn � �ENSF'•:Q � i1 0592 OF —05 SCE7 ON 7 SCETION 6 SCEIION 5 SCETION 4 SCEnOM 3 SCEIN)N 2 SCETION / 6 SECTION DOOR HEIGHT RANGE 9'-0' TO 1(Y-3' (4) U-SAn 7 SECTION DOOR HEIGHT RANGE 10•-9' TO 12'-3' (5) U-EARS SCEnON 6 SCETION 5 SMPON 4 SCUM 3 SCEMN 2 -,IN 1 6 ACTION) DOOR HEIGHT RANGE 10--6' (5) U-BARS SCETION B SCElION 7 SCE7 ON 6 SCETIOH 5 SCEnON 4 SC£TgN 3 SCEnON 2 SCEMN 1 8 SECTION DOOR HEIGHT RANGE 12•-6' TO 13'-3' (5) U-TE%RS 9 SECTION DOOR HEIGHT RANGE 14'-3' TO 15'-9' (6) U-MIS Or 0:0 • • • • • • • • • • • • • • • 0.0 • • • • • • • • • • • • • • • SCETION 6 SCETION 7 SCETIOH 5 SCEMN 5 SCETKIN 4 SCETION 3 SCETION 2 SCETION 1 8 SECT1oN DOOR HEIGHT RANGE 15-6' TO IV-O' (6) u Sms 1'RODU�C. yEE.�AF,VNWD ISC p4*4 t'{Ti the EI6.W o F �yyy F F 3 Qq L.A& >: U k A1i mZ. 7 i2/$• u u uo Blkrr� 9RA� eAn C'+n9nN .. 0o ki � s ttt\\\II 1111 Jr AAA - 0592 • OF •�(/� drowinq a no. q� ROR.0 \lilt�� ..•• sheet 2 of 6 \\tt -1/4" X 3/4• X 2" U.BAR REINFORCING TRUSS DF PANEL TRUSS FASTENED TO TERMEDIATE STILES W/ TWO S.M.S. AND TO END STILE 14 X 3/4" SELF DRILLING S. 1ST SECTION (BOTTOMI REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16' X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A� SOUTHERN PINE 0.55 S.G. 1-3/16' I 1.9'X 2.19'X 3.3' X.090' STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING STEEL TRACK 14 GA. X 2-1/8" X 1' (STANDARD) 12 GA X 3-5/16' X 1-1/2" (OPnoNAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. k LOCK NUT 1/2" X 1-3/4" X 16 GA. OPEN TUBE O TOP h BOTTOM OF EACH PANEL 16 GA. X 2-1/4' X 3/4• X 2" GALV. STEEL U.BAR REINFORCMG TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO j 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR / 14 X 3/4' SELF DRILLING SCR. INTERMEDIATE SECTIONS REINFORCING OPTIONAL STOP MOULDING BY DOOR INSTALLER #14 X 5/8' SMS 6 PER HINGE 1/2' X 1-3/4' X .058" FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS 1-7/8' X 2-5/8' X .049' STEEL �CENTIR STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16• RIVETS POP # 14 X 5/8" S.M.S. r 1 4/ HINGE USE REINFORCING V BAR AT TOP SECTION ONLY AT FOUR SECTION DOORS lu 24 GA. STEEL PANEL 4ft p 0 Z n a w FLAPS BENT OVER PANEL hg a e oso�� 1/2' PUNCHED HOBS O 4'O.C. CI a . ,0 0 NUT NNN �CZ,a I I J � I O I I o I W L}Y�� 3/16" POP A7 4. ORNEf.GS . J , (6) FOR 21" STILE .. (5) FOR 18" STILESS U C O v 16 GA X2-1/4'X 3/4'X 2' in .raj . GALV. STEEL U.BAR REINFORCING TRUSS T j TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES 5/8" TO END STILE END STILE ' Q LL W/ TWO 1 14 X S.M.S. AND W/ FOUR % 14 X 3/4' SELS DRILLING SCR. STL. PANEL a o .024' 0 v TOP SECTION OUTSIDE OF DOG N o Z o S - 3/4' X 2" X 2-1/2' X .049' STEEL �— T _END STILE, CONNECT TO PANELS WITH FLAPS MNo (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE SOLID BRASS DOOR VIEWER BY •SCHLAGE SECURITY HARDWARE' h Nlm EDGE INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE DISTANCE POSITIONED AT EYE LEVEL o '.IVEfS% PROOUCr ItK'fM • cW3 3W W3 P _071•i M" at l ' F.1PIra•••D•tr 2 O POWER -BOLT BY 'POWERS' .. �3/8' 2' IN. EMBED INTO CONC.- M 2' MIN. EDGE DIST. 6{t.y/ I,w,y �tiy C•eYtd y O - 4 ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING v S O _ = o •. • i • 7-1/2' x .oso' NTERIOR SIDE 7!1/2' X* I' •• • & NUT ss soli GALV. STEEL END ROLLER HINGE CENTER HINGE _7/8' PUS14NLIT 1.82" DIA X .SO" STEEL ROLLERS (STD-) INSTALLED ON ROLLER SHAFT 1.�"�DIA• L SO" NYLONI `OPTIONAL)* 000 4J.75 DI& J$ .50" STE& ROLLERS ODMONM) • i ':.�i- . t�3, I .� • SECTION B-B yj' DIA * .50' NYL•N•ROLLER! (OP'0114�) • • • • • •µTit{ 5 STAA • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • f • • • 0 0 • • • • • • a ..• V,GENSLc j g 070592 8 tE OF�:(/�� drawingo no. PSG:•••.R1D�,•���`) 98-05 RIVETS 2-3/4" X 5-1/2- X 3' X .104" GALV. STEEL TOP ROLLER BRACKET ON EACH SIDE FASTENED W/ (6) f 14 X 5/8- S.M.S. 090 THK. CALM. STEEL ADJUSTABLE _SLIDE FASTENED TO BRACKET - - W/ 5/16-18 X 3/4' HEX HEAD M. SCREWS @ NUTS. TOP BRACKET (STANDARD) TOP BRACKET Bo C= Low HEAOR u HORIZONTAL REINFORCEMENT '2X 1-3/4" X .058' FORMED STEEL UED TO PANEL AND FASTENED TO RTICAL STILES WITH 2' x 5-1/2' x .104" 3/16' POP RIVETS GALV. STEEL FASTENED W/ (4) pp 14 X 5/B' S.M.S. TOP ROLLETi BRACKET FOR LOW HEADROOM DOOR OPTION 10R1ZONTAL REINFORCEMENT I/2' % 1-3/4' X .058' FORMED STEEL ;CUED TO PANEL AND FASTENED TO VERTICAL STILES WITH ,2) 3/16- POP RIVETS /16" MEETING RIB .82" DIA X .50" STEEL ROLLERS V/ .44 DLA. X 5- STEM 5/16" X 1-5/8- LAG SCREWS INTO WOOD OR 5/16' SLEEVE ANCHORS WITH 1-1/4' EMBED INTO MASONRY 3 PER BRACKET 2-1/2- X 4-1/4" X 13 GA STEEL PLATES WELDED TO 1-1/2" X 1-1/2' X 14 GA ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT h NUTS OPTIONAL INSULATIONS 60-25 PDLY-ISOCYANURATE DENSITY - 2.0 PCF N.OA 116-1108.04 OR DENSITY - 1.03 PCF N.O.A.f15-1203.04 OR BY 'INSULFOAM LLC' DENSITY - 0.92 PCF N.OA 117-0221.06 14 CA. GALV. STEEL ROLLER HINGES FASTENED W/ (6) If14 X 6/8- SMS MIN..024" ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH - 39 KSI WIDt PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA GALV. STEEL BOTTOM BRACKET FASTENED / W/ (4) If 14 X 5/8" SMS SEAL OPTIONS ET 5 SECTION A —A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 0 0 HORIZ. TRACK SUPPORT, CENTER SUPPORT REOD. ON DOORS NEEDING 8 FT. INHEIGHT- II II A z -1 II / 11 A I HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA GALV. STEEL TRACK 1-1/2' X 1/2' X 1/8' HORIZ. ANGLE FOR DOOR HEIGHTS UPTO 7 FT. WITHOUT INSULATION OR WINDOWS, 2" X 2- X 1/8' HORIZ. ANGLE FOR DOOR HEIGHTS ABOVE 7 FT. OR DOORS WITH INSULATION OR WINDOWS Z ti SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2' APART n FIRST AT 3' O.C., REST AT 9' O.C. 1T,1 F i CONNECTED TO FLAG BRACKET ANGLE dO W/ 3/8-16 X 3/4" BOLT k NUT 0 ` p AND TO SPRING SHAFT GUIDE WITH q (2) 1/4-20 X 5/8- BOLT & NUT WNyI C W OGH� O m 0 VERTICAL TRACK O IL C 2-1/8" X 1' X .080' O -a - SECTION A —A d' z z g Q to p^ LLi`A=n DOOR - SECTION HEIGHTS BRA HEIGHT 1ST 2ND 3RD 4TH 5TH B1 82 B3 B6 B BB 6"-0' 18' 18' 18' 18" N/A 1" TO 2' 11-3/4' 23' 34 45" 56' 67' - 6'-6' 21- 18' 1B' 21' N/A 1- TO 2" 11-3/4' 23" 34' 45' S6" 67" - T-0" 21" 21' 21' 21' N/A 1' TO 2" 11-3/4" 23" 34' 45' 56- 67` - T-6" 18' 18" 18' 18" 1B" 1" TO 2" 11-3/4' 23' 34" 8'-0" 21" 18' 18' 18" Zt' 1' TO 2' 11-3/4 23' 34" 45 S6' 6T 78-1/4 -->U.IIV NKC IY UMtlCI �1 MK111 AI - -- FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 1.9'X 2.19"X 3.3'X.090' STEEL TRACK BRACKETS 2-3/16" HIGH CONNECTED TO TRACK WITH 0) 1/4- BOLTS k NUTS. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • •• . •• • • • • • • • • • • • • • • ••• • • • • ••• • • •• •• • • • •• •• ••• • • • ••• • PRODOCCRHVT>I D •+oaopb'Ia9 •fii 6, Fk0b t umn aD& A_p#_ a N. -1 • I1 E»aniitl HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK AVAILABLE TRACK OPTIONS 1111111III Out- Y- . 03 Z0 1-7 NO o � N z aD v U W C o � o C � i—ii O.` lL O co c 0 c, ;z 0z L mrnvg N 0 .2 r d n � drawing no. 98_05 z 1-i 2" MIN. � � �or.E rocY 2BY WOOD DtST. 1/4' DAA. LAG SCREWS 2BY 1/4' DOA. LAG SCREWS AT 6" FROM ENDS WOOD AT 6' FROM ENDS AND 11' O.C. MAX. 1 AND 11' O.C. MAX. OPTION 'A" \�IJI OPTION 'Bv WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES, IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCUTATKMS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFTICLAL UPON INSPECTION. 5/16" X 1-5/8- LAC SCREWS AT 11' O.C. WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X6 5YP WOOD ,IAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4' ULTRACON BY 'ELCO' WITH SPACING OF 12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4' MIN. EMBED I _ 9' O.C. INTO 3000 PSI CONCRETE, W91H 1-3/4' MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WITH SPACING OF e' O.C. INTO GROUT FILLEDBBLOCK WALL, WITH 1-1/2- MIN. EMBED 9' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED 3' MIN. EDGE DISTANCE 3/8' CONFLEX BY 'ELCO' OR 3/8' LDT BY 'OW' WITH SPACING OF CONTINUOUS ANGLE TRACK 21" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 3' MIN. EDGE DISTANCE TO WOOD BUCK 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. 11' O.C.INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTICN ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REAEWED AND APPROVED BY 08 % 1' SELF DRILLING SCREWS 3/16' 'RIVEX• STEEL RIVETS MULTICPoP W/ DOME HEAD REINFORCEMENT 1/2" X 1-3/4" X .058' FORMED STEEL i8 X I' SELF DRILLING SCREWS OR V T o "L m • n 1` O_ FF M • AT 48' O.C. 3/16' 'RIVEX' STEEL RIVETS MULMORP W/ DOME HEAD Z REINFORCEMENT AT 48' O.C. C np 1/2' X 1-3/4' X .058" FORMED STEEL CI D (D a G LL O�iHh W'STRIP ADAPTER ALUMINUM `ST�IP ADAPTER Q a 0 a O°���� RUBBER W'STRIPPING -RUBBER W'STRIPPfNG 050 _ L .53a t— .04o LL N J m a .2����2222ffff � .700 348 z Q w W I�1.750—� o --7 "� 1.790--r 1 ouc EREMM BOTTOM SEAL OPTIONS mpplyfft wft I%.Pueiic Accepl'eNv 1'I_fOf R•Ij „`�.� � co U &Ww RW rodaK Ceehnl C O v w V9 ' �• N) t� C � STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16' CIA BOLTS WITH WASHER k NUT AT 12' O.C. MAX. ANCHOR SPACING SPACING EDGE DIST.�; ANCHORS STRUCTURE EMBED 3 8' HLC SLEEVE BY 'HRTi CONIC 1-1 4 8" 2' 3 8' CONFLEX BY 'ELCO' FILLED BLOCK 2' 8" 3-34' 3/8"_DYNADOLT BY'ITN" CONC.8' 3' 3 8' POWER -BOLT BY 'POWERS CONC. 6' 2" 3 8' SLEEVE -ALL BY 'SIMPSONS COt4C. 1-1'2 3' OQAi to a E LNm =o o � I OZ(7 N O 0 N t m CONCRETE f'c - 3000 PSI MIN. C-90 GROUT FILLED BW LOCK V. - 2000 PSI M/ r 2 - S B IT .4' X 2-1/2' X 14 GA - 1-1/2" /2'1-1/2"`—COIN. STEEL ANGLE _ o 12 GA. GALV. STEEL FIAT BRACKETS t3' LONG p 1/16" X 2-1/2 2-1/8" X 1' X 14 GA ¢ G o FILLET WELDS A AT 12' O.C. IN DOOR OPNG. GALV. STEEL TRACK v $ AT 12" O.C. MA%. AT 18' O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES CONNECTED TO CONE. ANGLE �— W/ (2) 1/4-20X5/8' TRUSS HD. W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. k LOCK NUT REVERSE TRACK CONTINUOUS ANGLE TRACK o,o e TO STEEL TO CONCRETE AND 121 F111 G0 BLOCK m � _ • • • •• • • • •• ••• • • • • •• • • • • ALTERNATE • • ••• • • TRACK INSTALLATION • • • ••• BUILDING OFFICIAL UPON INSPECTION. • • • • • • • • • • • • • • • MAXIMUM EXTERIOR(+) LOAD PER JAMB (16.17' X 48 PSF)/2 388 Lb, Per Ft. • • • • • • • • • • MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.17• X 70 PSF)/2 = 420.4 Lbs per Ft. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• •• fYY p3/ 7-01-7 )�,• •�CEN3g' �Q .� a i '. 70592 S ' .. OF :��; drowlnq no. Rk DOOR PANEL 24 GA (.024) STEEL MIN. �.--I- ulnPi''� I DIA. WASHER /s x 3/4' sus -O 3/8' FROM ENDS AND 7' D.C. MAX. (4) IS X 3/4• SMS -O 1-3/8' FROM ENDS AND 8-1/2' O.C. MAX. 175 X .062 DEEP GROOVE 1/4' POLYCARBONATE LEXAN BY 'SABIC INNOVATIVE PLASTICS' NOA /15-0915.08 X .062 DEEP (4) /8 X 3/4' SMS O 1-3/8' FROM ENDS AND 8-1/2' O.C. MAX. /8 X 3/4' SMS _O 3/8' FROM ENDS AND 7' O.C. MAX. 6' DIAL WASHER DOOR PANEL 24 GA (.024) STEEL MIN. * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE 21 3/4' MAX. WDW. WIDTH 18 1/8'AX c = a M. n Y O L 4ftU Z q r m m FZ I.765 L725 F W 6 "1 9 OJ `4 qO C: 1.144 d yn1 C c 080'- �J300 riOF.. ci o la ., O O II F-- * .176 EXTERIOR FRAME * INTERIOR FRAME C < qgq o t o ry RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION a W O 4 Z • _ .� O {o Q W O f ED i o H w m m ro m$ h li M 4 Ern d :®.A � 4 i„ � Iif U 3 r C OOZ 0 �LL •. � ED— El j M W rr yy 0.6 H s r INSIDE ELEVATION monucrRwasm 0 g g RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS w rhd" 6mdatrt. u a� a WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION 10I q • 1 I ti /8 X 3/4' SMS1 O 3/8' FROM ENDS .175 X .062 DEEP -d-ltc'a V PI`4��•d3 _ 1u1 -Lys •. ^ AND 4-1/2' O.C. MAX. GROOVE 6,�S. RYA, P • r- ' ' _••--i- • • 1111111!„ `\\ 1+.• !�lly iji °° • ___ • - 7D502 DODI, PANEL 24 GA (.024) STEEL MIN. EXTERIOR '• (((///��� '�0 • • • .. • • • ; j 16' D.L. OPG. /�1 C/�'�• p3; •• tE OF 2 l� O i, S '• ••°r'.s�.. i777s� dlvwing no. 98-05 •GT.AZING BITE . . • • • • • • WIN!W : DTH • 11l IAI`11\\`\^\,\ sheet 6 of 6 ••• • ••• • •• • • •• • • • • • • ••• • ••• •• • •• MIAMI•DADE 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.miamidade.gov/economy Gensteel Doors Inc. 4950 Hickmore Street Ville St. Laurent, Quebec, Canada 114T1K6 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: Series "GenStorm 4888 HD" Flush Outswing Single & Double Steel Doors-LMI APPROVAL DOCUMENT: Drawing No. AD15-35, titled "Genstorm Outswing 4888 HD Steel Door Sx item (LMI)", sheet 1 through 12 of 12, dated 12/14/14 and last revised on FEB 27, 2018, prepared b 11QCY Engineering, *eve:* Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control revision stal P %ith • the Notice of Acceptance number and expiration date b the Miami -Dade County Prod Coilro rection. ' • " """ P P Y h'�. .. . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .•.. .. ••'; Limitations: ".. • • • • • • • W 1. Doors are rated for water infiltration requirement w/ threshold (w/ item # 18, bulb gasket &'4A? loam tapg "lire *see* • frame perimeter). All door panels require Stiffeners (items #20, #21& #22), see sheet 8 fo'r'delgils. .. •. • • • • • • 2. Lock Options # 1, 2 & 4 in sheet 9, require total two (2) flush bolts (top/bottom) on the Ii acl e:panel. Derma •, 9400 series Surface Vertical Rod & Dorex 9500 FV must use the corresponding strikes atrod Inds. • • • "' • " LABELING: Each unit shall bear one of the following permanent labels: • • • • Gensteel Doors Inc. Gensteel Doors Inc. North American Doors CdW... • 4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike Ville St. Laurent, Quebec, Canada H4TIK6 Cornwall, Ontario, Canada K6H7M4 Plattsburgh, NY 12901-1911 and series and the statement: "Miami -Dade County Product Control Approved". 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 # 15-0526.02 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 Ishaq I. Chanda, P.E. NOA No. 18-0116.16 MIAMI•DADECOUNTY Expiration Date: April 21, 2021 Approval Date: March 06, 2018 Page 1 Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous files A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. AD15-35, titled "Genstorm Outswing 4888 HD Steel Door System (LMI)", sheet 1 through 12 of 12, dated MAR 25, 2016, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(see approval limitations) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with marked -up drawings and installation diagram of Genstorm Opaque Outswing Double Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 7654, dated 10/13/09 and FTL 5898, dated 08/14/2014, signed and sealed by Idalmis Ortega, P.E. Note: This test report has been revised by an addendum letter dated August 31, 2015, issued by fenestration Testing Lab, signed by Ms. Illiana Sanchez. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (511 Edition), prepared by MCY Engineering, Inc., dated 05/18/15 and last reyised on 1 IA-VIN signed and sealed by Yiping Wang, P.E. • • • • • • .. • • 00 ...... .... ...... D. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources (RER). • ...... 00000 . • • • • • • . E. MATERIAL CERTIFICATIONS 000000 1. Tensile test report NO. FTL 7654 per ASTM A370-05 dated 08/14/14, isvj by Fen;§t r {io• • • •n • • • • • • Testing Lab, signed and sealed by Idalmis Ortega, P.E. • • • • • • • 2. Notice of Acceptance No. 14-1015.08 issued to Johns Manville for "Polyisocyanurate foam(R- . o o.:. 60 panel 25PSI)", expiring on 02/05/19. • . . 0669 3. Technical specification of Fiberglass 800 series insulation compliance to AM4E-84j b�ished• • 00 by Johns Manville dated 06/15. 4. Technical specification of "Expanded Polystyrene (EPS-type I)" sheet, published by LigerLite (using STYROCHEM's EPS beads) F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (511 Edition), dated 05/18/15, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. 2. Statement letter dated March 30, 2016, for use of STYROCHEM's EPS beads to manufacturer LegerLite core, issued by Le Groupe LegerLite Inc, signed by Patrik L'Ecuyer, VP-Ventes. 3. Statement letter of Lab. Compliance, as a part of above test reports. G. OTHER 1. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y. dated 10/22/10, signed by Bruno Gervasi and Antonio Gervasi, respectively. \ . Ll,ti Ish q I. Chanda, P.E. Product Control Examiner NOA No. 18-0116.16 Expiration Date: April 21, 2021 Approval Date: March 06, 2018 E -1 Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted A. DRAWINGS 1. Drawing No. AD15-35, titled "Genstorm Outswing 4888 HD Steel Door System (LMI)", sheet I through 12 of 12, dated 12/14/14 and last revised on FEB 27, 2018, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. Test 1. None. C. to E. F. G. CALCULATIONS 1. None. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61' Edition), dated 01/02/18 , prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. • • • ; • 2. E-mail statement letter dated 02/27/18 clarifying DWG changes, issued biyolj(�Y Engiavprhig, •• • Inc., signed by Yanet Pablos. 000000 .... ...... .... . .. OTHER ..... �•��•� �• 1. This NOA revises # 15-0526.02, expiring 04/21/21. .. .. • • .... ...... . 0 0 0 0 . E -2 �S[A^91 `- (_�AIt _5� Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0116.16 Expiration Date: April 21, 2021 Approval Date: March 06, 2018 GENSTEEL DOORS INC. SERIES "GENSTORM OUTSWING 4888 HEAVY DUTY OPAQUE STEEL DOOR" LARGE MISSILE IMPACT (LMI & SMI) SERIES GENSTORM OUTSWING 4888 HEAVY DUTY OPAQUE STEEL DOOR (LMI & SMI) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 6TH EDITION OF FLORIDA BUILDING CODE 2017 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). DOORS RATED FOR LARGE AND SMALL MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED (SINGLE ROW SELF-ADHES VE CLOSED CELL FOAM TAPE TO BE APPLIED TO ENTIRE PERIMETER OF FRAME). DOOR CAN ALSO BE INSTALLED WHEN WATER INFILTRATION RESISTANCE IS NOT REQUIRED (SINGLE ROW SELF-ADHESIVE CLOSED CELL FOAM TAPE TO BE APPLIED TO ENTIRE PERIMETER OF FRAME). ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO. - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. - MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS. - METAL STRUCTURES AT HEAD/JAMBS NOT BY GENSTEEL DOOR CO. MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. - 2XW00 0 BUCKS AT HEAD/JAMBS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. - A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. - DOOR PANEL. MIN. 20 GA. (.038") STEEL MIN. Fy = 42 KSI MIN & Fu = 53 KSI MIN. DOOR FRAME: MIN. 18 GA (.048") STEEL MIN. Fy = 42 KSI MIN. & Fu = 53 KSI MIN. - DOOR PANEL STAINLESS OPTION. 20 GA (.038") STAINLESS STEEL. TYPES 304 OR 316 GRADES, Fy = 42 KSI MIN. Fu = 53 KSI MIN. DOOR PANEL MEETING MIN. Fy= 42 KSI & Fu = 53 KSI OR BETTER MAY QUALIFY HAVING "MIL -CERTIFICATE" AS A VERIFICATION OF THE AVAILABLE MIN. YIELD STRENGTH. DOOR FRAME STAINLESS OPTION18 GA (.048') STAINLESS STEEL TYPES 304 OR 316 GRADES. Fy = 42 KSI MIN. & Fu = 53 KSI MIN, DOOR FRAME MEETING MIN Fy = 42 KSI & Fu = 53 KSI OR BETTER MAY QUALIFY HAVING "MIL -CERTIFICATE" AS A VERIFICATION OF THE AVAILABLE MIN. YIELD STRENGTH. - ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10. MULTIPLY BY 0.6, SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. NOTES. EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. • SEALANT: • • ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE AT • PERIMETER TYPICAL ANCHORS 90 JAMB: (REFER TO ELEVATION FOR SPACING) TYPE A 5/16" DIA. ULTRACONS BY'ELCO' (Fy=155 ksi Fu = 177 ksi) THRU EMA (EXISTING MASONRY ANCHOR) DIRECTLY INTO CONCRETE, fc'=3000 PSI MIN, 1-3/4" MIN. EMBED, 2 3/16" MIN. EDGE DISTANCE TYPE Al 5116" DIA ULTRACONS BY'ELCO' (Fy=155 ksi Fu = 177 ksi) THRU EMA (EXISTING MASONRY ANCHOR) INTO WOOD. SG=0.55 MIN, 1 1/2'. MIN. EMBED, 1 1/2" MIN. EDGE DISTANCE TYPE B 3/8" DIA HILTI SLEEVE ANCHOR THRU EMA (EXISTING MASONRY ANCHOR) DIRECTLY INTO CONCRETE fc'=3000 PSI MIN, 1-1/4" MIN. EMBED, 3 1/4" MIN. EDGE DISTANCE TYPE Bt 3/9" DIA. HILTI SLEEVE ANCHOR THRU EMA (EXISTING MASONRY ANCHOR) DIRECTLY INTO GROUT FILLED CONCRETE BLOCK fm'=3000 PSI MIN. 1_ 1/4" MIN. EMBED, 3 12" MIN. EDGE DISTANCE TYPE C 3/8" DIA. SLEEVE ANCHOR BY'WEJ-IT' THRU EMA (EXISTING MASONRY ANCHOR) DIRECTLY INTO CONCRETE fc'=4000 PSI MIN. 2-3/8" MIN. EMBED, 2 3/8" MIN. EDGE DISTANCE TYPE Ct 3/8" DIA SLEEVE ANCHOR BY'WEJ-IT THRU EMA (EXISTING MASONRY ANCHOR) DIRECTLY INTO GROUT FILLED CONCRETE BLOCK fm'=3000 PSI MIN. 1 1/4" MIN. EMBED, 2 3/8" MIN. EDGE DISTANCE TYPE D 3/8" DIA. SLEEVE ANCHOR BY'POWERS' THRU EMA (EXISTING MASONRY ANCHOR) DIRECTLY INTO CONCRETE fc=3000 PSI MIN. 2 1/2" MIN. EMBED, 3 1/8" MIN. EDGE DISTANCE TYPE D7 3/8" DIA. SLEEVE ANCHOR BY'POWERS' THRU EMA (EXISTING MASONRY ANCHOR) DIRECTLY INTO GROUT FILLED CONCRETE BLOCK fW=3000 PSI MIN. 2" MIN. EMBED, 3 118" MIN. EDGE DISTANCE TYPE E 5/16" DIA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRSIOR ST/ST • • • T)i]I MVEXIjTIS 1/INTO ♦IET�L S-W%UJ I EIO41. MIN. THICK.) • STEEN Fy =SWSI JOIN. • • • • ALM.*NUM 6093-T•MIND • • • • • TEFL INCOMWACV 7WI ALNMIWM TO BF•PLATED OR PAINTED) • • 5/81 AIN. rAftISTA*CE • • • • . .. .... .. .. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TYPE G WIRE ANCHOR (FA3030) (FY = 60 KSI.) MIN. 10" LG HEAD/JAMB TO BE GROUT FILLED (3000 PSI MIN.) 0, 173 DIA. STEEL WIRE ANCHORS EMBED INTO GROUT FILLED CONCRETE BLOCK fm'=3000 PSI MIN. TYPE H 318" POWERS WEDGE BOLT ANCHOR BY'POWERS' THRU EMA (EXISTING MASONRY ANCHOR) DIRECTLY INTO CONCRETE fc'=3000 PSI MIN. 1 12" MIN. EMBED, 3 1/4" MIN. EDGE DISTANCE TYPICAL ANCHORS 0 THRESHOLD: TYPE F 1/4" DIA ULTRACON BY "ELCO" (Fy =155 ksi Fu = 177 ksi) DIRECTLY INTO CONCRETE fC=3000 PSI MIN. 1-1/2" MIN. EMBED, 2-1/2" MIN, EDGE DISTANCE TYPE F1 1/4" DIA TAPCON BY "ELCO" (Fy = 100 ksi Fu = 125 ksi) DIRECTLY INTO CONCRETE W=3000 PSI MIN, 1-1/2" MIN. EMBED, 2-12" MIN. EDGE DISTANCE TYPICAL ANCHOR 0 FRAME JAMB BOTTOM CORNER: TYPE F2 1/4" OR 5116" DIA ULTRACON BY "ELCO" (Fy = 155 ksi Fu = 177 ksi) DIRECTLY INTO CONCRETE W=3000 PSI MIN. 1-1/2" MIN. EMBED, 2-12" MIN. EDGE DISTANCE MeomcfREVU o M ea'lllplyi-9 -ilk 111C FI.A& Cspiratl�• Br1e A{� � FEB 2 ^ i, 'RwNG . a � /' FtCRrgrC RBGgTRFAON , `T N5591f5 " C.A.N. 28677 No 55983 f8; /TO �E�'fAu�wui onoF couNnANAL r\\ � AD15-35 99 7/8" MAX. — I -- _ -- ------ (FRAME WIDTH) ANCHOR TYF 95 7/8" MAX. ,` (A 8, Cl & D g (DOUBLE DOOR OPENI ) AlA B1, C . DI 8 77 Al k� Op'x OX_a z C v� ,nl w�0o Kw — 8 �I I X,. �a 6 MAX ` L SILL CORNERS HINGE LAYOUT (FOR BOTH SINGLE & DOUBLE DOORS) DEADBOLT E \ CYLINDRICAL LOCK / \ 10 SEE DETAIL 1/ SHEET 12 INACTIVE / B ACTIVE -, ANCHOR TYPE AX2TY ( ) & F1 INTO CON 47 3/4" 47 3/4" TYPICAL EXTERIOR ELEVATION (XX) (DOUBLE PANEL OUTSWING STEEL DOOR) CYLINDRICAL LOCK + DEADBOLT (LOCK OPTION 1 & 4 SEE SHEET 9) i old ANCHOR TYPE Al ONLY SEE TABLE 1 `SEE DETAIL iii ON SHEET 12 3000 PSI MIN. GROUT " FILLED HEADIJAMB ,< I —i� Z O z _ < a w 0 Q m0 O (] I WIRE ANCHOR LAYOUT (TYPE G ANCHOR) (FOR DOUBLE DOOR) (TO BE USED WITH 3000 PSI GROUTED HEADER & JAMBS) •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • 48" MAX. \ J \ U W \ p XZ EDEADBOLT �� CYLINDRICAL LOCO// / / / / SEE DETAIL B )SIM. ON SHEET 12 ACTIVE Z 3000 PSI MIN. GROUT y FILLED HEADNAMB I¢ `6" MAX. 12" ANCHOR TYPE F 1/ MAX.' ` SEE DETAIL 8 Ft INTO CONC. ON SHEET 12 47 3/4" WIRE PANEL WIDTH ANCHOR LAYOUT TYPICAL EXTERIOR ELEVATION (X) (TYPE G ANCHOR) (FOR SINGLE DOOR) (SINGLE PANEL OUTSWING STEEL DOOR) (TO BE USED WITH 3000 PSI CYLINDRICAL LOCK + DEADBOLT GROUTED HEADER & JAMBS) (LOCK OPTION 1 & 4 SEE SHEET 9) DESIGN LOADS (FOR SIZES SHOWN ABOVE OR SMALLER) AS PERMITTED BY FBC +90.0 PSF - 90.0 PSF STEEL 9UTT HINGES 4 PER LEAF. MtODUC f ItEVWM TO BE FASTENED BY (4) #12-24 x lt2- •wF•ptyng-i1Y Ot✓P7YYO LAThEAD MACHINE SCREWS 6MdFA6 CMN O THE DOOR PANEL AND TO A—pt.. N• I & -orf6 • (6 THE FRAME. TOTAL OF (8) SCREWS PER HINGE N►r' Ar�idr \\ A // kfJ �� C c x� _fA!D15-35 MIAMI DADE COUNT 2 OF 12 99 718" MAX. TABLE 1 (FRAME WIDTH) ANCHOR TYPE NUMBER OF 2 95 7/8" MAX (THRU EMA) REO'D ANCHO _ (DOUBLE DOOR OPENING) �y2,� A, B, C7 a D p 81, C, D1,E 8J 3 �. Al 5 / \ a = UT Lj- W w w Flo m < m'o o / J HINGE LOCATION \ / SEE SHEET 2 (HINGE LAYOUT) SEE DETAIL lON B SHEET 12 / INACTIVE ACTIVE v1�k (`SEE ANCHOR PE F ( ) MAX DETAIL ON SHEET 12 & F1 INTO CONC. 47 3/4" 47 314" PANELWIDTH PANEL WIDT TYPICAL EXTERIOR ELEVATION (XX) (DOUBLE PANEL OUTSWING STEEL DOOR) MORTISE LOCK W/ DEADBOLT (LOCK OPTION 2 SEE SHEET 9) DESIGN LOADS (FOR SIZES SHOWN ABOVE OR SMALLER) AS PERMITTED BY FBC +90.0 PSF - 90.0 PSF 52" MAX. �K (FRAME WIDTH) 48" MAX. (DOOR OPENING) I A �SIM. 90 0 SEE DETAIL ON SHEET 12 B 51M ....... . .. .. . .. . . . . ... . .. ... .. . . . .. ..... ..... . ... .. • . . . . . . . . . . . • • •• • • • • • • • • • • • • • • • - • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • - Q 0 HINGE LOCATION SEE SHEET 2 (HINGE LAYOUT) / ACTIVE �� MAX. 12" MAX ANCHOR TYPE FSEE DETAIL & Fi INTO CONC. ON SHEET 12 _ 47 3/4" PANEL WIDTH TYPICAL EXTERIOR ELEVATION (X) (SINGLE PANEL OUTSWING STEEL DOOR) MORTISE LOCK W/ DEADBOLT (LOCK OPTION 2 SEE SHEET 9) ?VmDUCf REVI9EC r arp4'Im` h At ROAM Ywwz CeM AWPI-Ct N- I$-GLIL•IL ct�e.r.. o.re I snip MIAMI DADE COUNT` • g. � Fes'••' �� 1� i AD15-35 3 OF 12 99 7/8" MAX. (FRAME WIDTH) TABLE I ANCHOR TYPE NUMB) 95 7/8" MAX. 2� ITNRU EMA) RECI D A (DOUBLE DOOR OPENING) A. B, C1 8 D 2 I I. B1, C, D1.EdJ 3 1 Al 5 'X_ w w Z C = go . U.,?— �m .c' .O LL III I 6" MAX. II 1 1 of D1 1 1 E `\T -4L__=====lam I 1 SEE DETAIL ON SHEET 12 ACTIVE IIIaJ� ACTIVE ..Iy.�' MAX. ANCHOR TYPE F ( ) a F1 INTO CONC. 47 3/4" 47 3/4" YANCL VYIU IN rANtL VVIU I TYPICAL EXTERIOR ELEVATION (XX) (DOUBLE PANEL OUTSWING STEEL DOOR) SURFACE VERTICAL ROD (SVR) (LOCK OPTION 3 AT INTERIOR SIDE SEE SHEET 9) a U H U Q g HINGE LOCATION SEE SHEET (HINGE LAYOUT) SEE DETAIL ON SHEET 12 DESIGN LOADS (FOR SIZES SHOWN ABOVE OR SMLL AER) AS PERMITTED BY FBC +90.0 PSF - 90.0 PSF 62" MAX. (FRAME WIDTH) -- 48MAX. a (DOOR OPENING) 1� \ D = d� — — _ — 1 / 1 / I / 1 SEE DETAIL ON SHEET 12 B 1 I / ACTIVE HINGE LOCATION SEE SHEET (HINGE LAYOUT) I1,\ SEE DETAIL G MAX. `ANCHOR TYPEF 8 Fl INTO CONC. I ON SHEET 12 I 47 3l4" PANEL WIDTH TYPICAL EXTERIOR ELEVATION (X) (SINGLE PANEL OUTSWING STEEL DOOR) SURFACE VERTICAL ROD (SVR) (LOCK OPTION 3 8 5 AT INTERIOR SIDE SEE SHEET 9) • •• • • • • ••• • s arP�i�• •'� 111t Fad Uw+i•g Q.A• No I' 0 I I• I (, Aucepesece Ca•It•o.• am. q • • •• • • • • • WAod • •• ... . . . . ... . . ••• • • • ••• • • z S� LORIDA REGISTRAi PE. YS5q$3., CAN 2�n nwmw xo. �pA0��� AD15-35 4 OF 12 SUBSTRATE f (n # 6 XI3/4" FH SMS 101, O.C. O 1 Of F W Z 0OR210R© '_- STIFFENERS SEE SHEET 8 z 1 3/4 Y a ci W' HEAD DETAIL �J w w w oOT w a;w IN = w �w a uj �w 0 w g O � z w 1 W ,o I p 0©CR© F�H STI ENERS ". SEE SHEET 8 #6 X 3/4" 19 SMS @ 8" O.C. MIN. TYPICAL F & F1 ANCHOR EDGE DIST. INTO CONCRETE SEE SHEET 1 (SEE ELEVATIONS ON SHEETS 2. 3 & 4 FOR SPACING) TYPICAL NGP 950V THRESHOLD B NON -WATER RATED (DETAIL AT INACTIVE PANEL) w U SUBSTRATE a a to �2 V _ N #6X3/4"FH SMS 0" O.C. O Lu D OR©OSTIFFENRR SEE SHEET 8 z_ SEE SHEET 9 OF 12 FOR LOCK OPTIONS ^ Z';, ! FOR DIFFERENT HARDWARE y z, a v _ O: (SINGLE AND DOUBLE DOORS) OIL W ;� HEAD DETAIL �IwLu ='� Lu OPTION OOIm L w Ow co O)OR 2@OR©- - W t1 STIFFENERS w iI SEE SHEET 8 g <; F Q W 1 VW \\ z #6 X 3/4" FH SMS @ 8" O.C. • o•rplyl•g with tlbe blelil0 Cody A -,pi' I •crp� ecrN• 15--CII6'.1�, n' c+ 'w �t�� Imo.. iw 2 �iF ��iaec:•w 1` c� Aj N .�• V, --} TYPICAL F & Fl ANCHOR EDGE DIST. _ INTO CONCRETE SEE SHEET 1 • • • • • • • • • 'SEE ELEVATIONS ON SHEETS 00 • • • • • • • 4R, 3f 4 FOR SPACING) • • TYP:�A: N(�P -4DVIAES--�I •_OLD• • B.� • • O►IRON • • • • • • • NON -WATER RATED (DETAIL AT ACTIVE PANEL SVR) •• ••• •• ••• • ••• • • • • • • • • • • • • • •• • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z N nn'' VN 0 W z= o 1:1,n � 0 z A. II -,�FLORIDA REGISTRATIOPE 1�519113 /7i7 nwv CfAD15-35 II 3/8" MAX. SHIM SPACE 2„ MASONRY TO BE GROUT FILLED" y� 3000 PSI MIN. \ Z z o �' O 0 Lu O W TYPICAL ANCHOR MI SEE SHEET 1 EMBEDMENT (SEE ELEVATIONS ON SHEET 2, 3, 4 FOR SPACING) DETAIL 6 X 3/4" FH SMS 14 3/8" MAX SHIM SPACE WIRE ANCHOR I S SEE SHEET 1 IL" (SEE ELEVATIONS ON SHEET 2 FOR SPACING) INACTIVE \ EXTERIOR 1 7 - ACTIVE 4 5 \� #6 4� x 5/8" FH SMS \ \� \YOR®OR® @ 6" O.C. TYP. —OOR 2OOR® STIFFENERS �� STIFFENERS SEE SHEET 8 DETAILOD D 1 SEE SHEET 8 DETAIL O LOCK OPTION #1 & 4 CYLINDER LOCK W/DEADBOLT (FOR PANEL STIFFENER OPTIONS SEE SHEET 8) 3/8" MAX. MAX. 99 7/8" DOUBLE DOOR FRAME WIDTH _ SHIM SPACE �� SEE SHEET 4 2" _ _ _ MAX. 95 7/8" DOUBLE DOOR OPENING WIDTH TYPICAL ANCHOR SEE SHEET 4 SEE SHEET 1 (SEE ELEVATIONS ¢ DORMA 9400 SVR, ON SHEET 2, .4 FOR SPACING) 6---�--� Z_"W / 0 11 O 1 — Lu I ; MIN. EMBEDMEN�: i0 DETAIL ACTIVE 9500 FVR /'y, v1 i o 1 XT RIOR E E ACTIVE q #6 x 5/8" FH SMS •RODLC f REVIW%D � @ 6" O.C. TYP. r c plyt.y with the Fkoi& 2®OR® Cede STIFF A=I. O STIFFENERS ••IL• R� • • • •• SPV+IY�e6te'6-Olf .IG SEE SHEET 8 • • '-j • • • • • I DETAIL E •am* mim • • • • • • • • h_ ESL 4� �- • • • • LOCK OP1g01* #3 • • SVR (SURFA VE TIC LRODT (FOR PANEL STIFFENER OPTIONS SEE SHEET 8) •• ••• •• ••• • or • • • • • • • • • • • • • •• • • • • • • •• • • • • • • AIIANI oaoE counTr ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a u Qv 0 op N F v�i �m t• W Y U (� i a 3000 PSI MIN. z o GROUT FILLED W W Z z_O 00 a� o g ram.. f 8a m� 3/8" MAX. y _ SHIM SPACE m ' TYPICAL ANCHOR StE SHEET 1 ,^ -I Y, o o (SEE ELEVATIONS o0 r a ON SHEET 2, 3, 4 <FOR SPACING) 0 w O � w x w � 0 � 3 - 2)(VJOOD BLOCKS a O n' YI E6 iO MIN. OR WOOD J i' - MEMBER BY AJ in n OTHERS v z N ) MIN. N E "' � i- o o z a fiGING WA.ti�, _ORIOA- Rc'S:57c ON PE 28677 umw AD15-35 II TYPICAL ANCHOR - -i~ SHIM SPACE SEE SHEET 1 (SEE ELEVATIONS 2 ON SHEET 2, 3, 4 FOR SPACING) CONCRE BLOCK r :I 3000 PSI MIN. GROUT FILLED DETAIL O EXTERIOR ACTIVE STIFFENERS LOCK OPTION #1 & #4 SEE SHEET 8 CYLINDER LOCK WI DEADBOLT (FOR PANEL STIFFENER OPTIONS SEE SHEET 8) 3/8" MAX. MAX. 52" SINGLE DOOR FRAME WIDTH SHIM SPACE SEE SHEET 4 MASONRY TO BE ; VGROUT FILLED Z3000 PSI MIN. O � ~ N Z � r Q TYPICAL ANCHOR SEE SHEET -� EMBEDMENT (SEE ELEVATIONS ON SHEET 2, 3.4 FOR SPACING) DETAIL F1 TYPICAL AN SEE SF (SEE ELEVA ON SHEET FOR SPA _ MAX 99 718" DOUBLE DOOR FRAME WIDTH �- SEE SHEET 3 2 MAX. 95 7/8" DOUBLE DOOR OPENING WIDTH 5� SEE SHEET 3 DETAIL D2 u �m �6 m W � Y n U N F O ¢ STIFFENERS LOCK OPTION #2 SEE SHEET 8 W z MORTISE LOCK W/DEADBOLT C rn �- (FOR PANEL STIFFENER OPTIONS SEE SHEET 8) 2� W v f Sa m� N E ~rn YF o a o O w W w L] 3 a L � O EXTERIOR ACTIVE \ 06 x 5/8" SMS E EXTERIOR ACTIVE '� j 2® _ J � @ 6" O.C. TYP. �OR®OR® EMBEDMENT Z"1OR®OR — STIFFENERS Yr v STIFFENERS SEE SHEET 8 N sE LOCK OPTION #3 8. #5 SEE SHEET 8 LOCK OPTION #2 SVR (SURFACE VERTICAL ROD) DETAIL F2 MORTISE LOCK W/DEADBOLT O o (FOR PANEL STIFFENER OPTIONS SEE SHEE �81 (FOR PANEL STIFFENER OPTIONS SEE SHEET 8) o 1:1 • • • • • • • Y • • • • • • • • ='_ORNa gEGlcr.:f-^;, /2'/ ` PRODUCf REVIBBD CAN =e-- ii �WYhg wilk A. F11.1 i - • • • • • • • • ♦ • h-M.g C•dc •t�•1•+ace No I �OlI L Per " 7 • • • • • f PylriW! Diet /� _ N • • • • • • • • • • �S/�� AD15-35 • • • • • • • • ! • Mly ry (",•may • • • • • • uiaui oacE couN�, T7 (1F 1 `. • • • • • • • • • • LOCK EDGE LOCK EDGE LOCK EDGE m�- MAX. DOOR PANEL-NDTH = 47 3/4"— _ 4" i _6_" O_ .C. TYP. MAX, STIFFENER OPTION #1 20 GA LAMINATED STIFFENERS MAX. DOOR PANEL WIDTH = 47 3/4" 4"6" TYP. MAX. HAT STIFFENER OPTION #2 20 GA WELDED STIFFENERS MAX. DOOR PANEL WIDTH = 47 3/4" 6" TYP. FOR ILLUSTRATION PURPOSES • • STIFFENER OPiIO;I #: • • •?� �101 L • T1FFLtNCR31 • • • • NOTE: STIFFENER OPTIONS #1, 2 & 3 APPLICABLE FOR ANY LOCK OPTION W/ CORE OPTIONS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . ... •• •• 00. •• . . . ... . •• . s a HINGE EDGE IUI C u on C tV N Opi C' U N ZZ a Z o � nr C� W N F ul Z Z J HINGE EDGE m N �� u m� N EE a n � I m J Ln 0 oL- 0�_ w v w � O=o w n 3 a !�� o {Y n Aj HINGE EDGE N z � ` 1 MAX— 0 Y . . __ 0 z `hPAY4.JYaNA. .P,E.. -. VkojglOA �'S§ a c�srRdN©N EQ/2./"RODUCf REVIS" CAN. 28677a r mplykt wifb�u AD15c 35 ►rasp Cawnl ,. MIAMI DADE CDUN? 8 OF 12 2 3/4' MAX. 4 1/2" MAX. 99 7/8" MAX. N++- 411 N' \ m + NAcn SURFACE BOL OPTION 1 DOUBLE DOOR ACTIVE LEAF: DOREX GX1L SURFACE MOUNT CYLINDER LOCK SET W/ (2) 12-24 X 2 5/8" FH MS AND (2) 8 X 1 1/4" FH MULTI THREAD SCREW, DOREX GX1A SURFACE MOUNT METALLIC DEADBOLT W/ (2) 10-32 X 1 1/2" OH MS AND (2) 8 X 3/4" FH MULTI THREAD SCREW LL, -T"E I INACTIVE LEAF: xx) IVES SB360 SURFACE BOLT W/ (4) 10-24 X 1 1/4" OH MS (TOP & BOTTOM), (2) FLUSH MOUNT METALLIC STRIKE PLATE EACH W/ (2) 8 X 3/4" FH MULTI THREAD SCREW 7/8" MAX. ' 'I INACTIVE / ACTIVE y SURFACE BOLT XX ) 99 7/8" MAX. <1 / \ v m, \ / rnE \ / Acnve SURFACEBOLT- XX) OPTION 2 LOCK OPTIONS `_- 52"� EXTERIOR ELEVATIONS - OUTSWING DOORS \\ OPTION 4 \ / N \ / rn / ACTIVE SURFACE BELT - XX) DOUBLE DOOR ACTIVE LEAF: DOREX DM45L MORTISE LOCK W/DEADBOLT SERIES LOCK SET W/ (2) 12 X 3/4" FH MULTI THREAD SCREW HANDLE W/ (2) #8-32 X 7/8" FH MS, KEY OPERATOR W/ (2) 10 X 3/4" FH SDS INACTIVE LEAF: IVES SB360 SURFACE BOLTS (TOP & BOTTOM) W/ (4) 10-24 X 1 1/4" OH MS STRIKE FOR LOCKSET W/ (2) 10 X 3/4" FH MULTI THREAD SCREW OPTION 3 DOUBLE DOOR OPTION 3.1 ACTIVE LEAF/INACTIVE LEAF: DOREX 9500 FV SERIES SURFACE MOUNT METALLIC 2 POINT LOCK SYSTEM W/ ACTIVATING PANIC DEVICE AND VERTICAL RODS ON INTERIOR W/ (4) 10-24 X 1 114" OH MS: (2) 10-24 X 1" PH SELF DRILLING MS; (1) SURFACE MOUNT METALLIC STRIKE PLATE (#9500A5227) AT FRAME HEAD ATTACHED W/ (2) 10-24 X 3/4" FH MS; (1) SURFACE MOUNT METALLIC STRIKE PLATE (#9500A5233) AT THRESHOLD ATTACHED W/ (2) 10X1"FHSMS OPTION 3.2 ACTIVE LEAF/INACTIVE LEAF: STRIKE FOR LOCKSET, DORMA 9400 SURFACE MOUNT METALLIC 2 POINT LOCK SYSTEM W/ ACTIVATING PANIC DEVICE AND VERTICAL RODS ON INTERIOR W/ (4) 12-24 X 1 1/2" FH MS; (2) 12-24 X 3/4" PH MS; (2) 12-24 X 3/4" OH MS AND SEX BOLT; (1) SURFACE MOUNT METALLIC STRIKE PLATE (#426) AT FRAME HEAD ATTACHED W/ (2) 12-14 X 3/4" OH MS; (1) SURFACE MOUNT METALLIC STRIKE PLATE (#439) AT THRESHOLD ATTACHED WITH SILICONE 52" \ / / ACTIVE X) 52" ACTIVE LEAF: �'m, \ • UOREX•DMS5L SERIE31LOCK SGT•W/ • (2) i2 4:FFt*.MU:TI?Hf AI SCREW H&kDLFiWi(2)4t8-Z2X•7"F 114S, • K€:OFNERATM VM (2}10V 3/4" RH SDS, /' • • s •• • • • •• - AG DOUBLE DOOR ACTIVE LEAF: DORMA CL700 CYLINDRICAL LOCKSET / W/ (2) 8-32 X 1 3/8" PH MS AND (2) 8 X / Acnv=_ 3/4" FH MULTI THREAD SCREW DORMA DB660 MORTISE DEADBOLT W/ (X) (2) 10-32 X 2 9/16" OH MS AND (2) 8 X 3/4" FH MULTI THREAD SCREW INACTIVE LEAF: 52__ IVES SB360 SURFACE BOLT (TOP &BOTTOM) W/ (4) 10-24 X 1 1/4" \ OH MS v DEADBOLT STRIKE PLATE W/ (2) 8 X vv 3/4" FH MULTI THREAD SCREW \ STRIKE_ PLATE W/ (2) 12 X 1" FH MULTI THREAD SCREW = / OPTION 1 ,a-E SINGLE DOOR X) ACTIVE LEAF: DOREX GX1L SURFACE MOUNT CYLINDER LOCK SET W/ (2) 12-24 X 2 5/8" FH MS AND (2) 8 X 1 1/4" FH MULTITHREAD SCREW, DOREX GX1A SURFACE MOUNT 52" METALLIC DEADBOLT W/ (2) 10-32 X 1 1/2' ` OH MS AND (2) 8 X 3/4" FH MULTI THREAD SCREWvv ATFRAMEJAMB:I \\ (2) FLUSH MOUNT METALLIC STRIKE \ PLATE EACH W/ (2) 8 X 3/4" FH MULTI THREAD SCREW OPTION 2', ACNE SINGLE DOOR (X) ATFRAMEJAMB: (2) FLUSH MOUNT METALLIC STRIKE PLATE (x )• • • • 4EACH W*f O 8 4 3/6" FH MUI•TI TFW,,FzFjD SCREW • • STRIKL•FOR LOCNBET W/6(2)40 X 7✓4" FH MULTI • y • THWE t%;,RV • • • • W • • • • • • • • • • OPTION 3 SINGLE DOOR ACTIVE LEAF: DOREX 9500 FV SERIES SURFACE MOUNT METALLIC 2 POINT LOCK SYSTEM W/ ACTIVATING PANIC DEVICE AND VERTICAL RODS ON INTERIOR W/ (4) 10-24 X 1 1/4" OF MS; (2) 10-24 X 1" PH SELF DRILLING MS; (1) SURFACE MOUNT METALLIC STRIKE PLATE (#9500A5227) AT FRAME HEAD ATTACHED W/ (2) 10-24 X 3/4" FH MS; (1) SURFACE MOUNT METALLIC STRIKE PLATE (#9500A5233) AT THRESHOLD ATTACHED W/ (2) 10 X 1" FH SMS OPTION 4 SINGLE DOOR ACTIVE LEAF: DORMA CL700 CYLINDRICAL LOCKSET W/ (2) 8-32 X 1 3/8" PH MS AND (2) 8 X 3/4" FH MULTI THREAD SCREW DORMA DB660 MORTISE DEADBOLT W/ (2) 10-32 X 2 9/16" OH MS AND (2) 8 X 3/4" FH MULTI THREAD SCREW AT FRAME JAMB: DEADBOLT STRIKE PLATE W/ (2) 8 X 3/4" FH MULTI THREAD SCREW STRIKE PLATE W/ (2) 12 X V FH MULTI THREAD SCREW OPTION 5 SINGLE DOOR ACTIVE LEAF: DORMA 9400 SURFACE MOUNT METALLIC 2 POINT LOCK SYSTEM W/ ACTIVATING PANIC DEVICE AND VERTICAL RODS ON INTERIOR W/ (4) 12-24 X 1 1/2" FH MS, (4) 12-24 X 3/4" PH MS, (2) 12-24 X 3/4" OH MS AND SEX BOLT; (1) SURFACE MOUNT METALLIC STRIKE PLATE (#426) AT FRAME HEAD ATTACHED W/ (2) 12-14 X 3/4" OH MS, (1) SURFACE MOUNT METALLIC STRIKE PLATE (#439) AT THRESHOLD ATTACHED WITH SILICONE OWDUCIF QEYMP r caapty66 Wilk a. F7aE16t h.diiE Coda � AaceEuiee No {aI(, .l E.yiritlai Dite 1J 2 ltf.•' iYdr r� W I DADE COUNTY FLDRGA RECISTRATON 7- #55iw C.A.—18677', ///'/i� °"TN 9:e x� •� —rl AD15— 35 r (1I OC 12 o.� •' o soo" 1.938" 1 2.438" 0 500 5.875" OBI^FRAME HEAD AND JAMB 18 GA (.048') STEEL 60 q - D. rl DKlolo MORTISE BOX a liz°,la^x1a Gn. Loaa') DB2,E GAUGE Box 4 b DRILL NMI AND TAPPED FOR #1SCREWS 0 + $52, rxyl HR 030 H NGE REIN ORCEM' O GA C 1 35') 5TEEL 4 D00" 18 GO.ucE I I STEEL � fi I. J LOGK s1DE Sox') S �J18 GA (.048TEEL 20 GA STR P REMEORCt- -EMERT li 5CPEW5 REINFORCEMENT ^DR1600 ( INDRI ALL K AND DEADBOLT REINFORCEMENT A55EMBL'n 20 GA (.03G") STEEL 8 GAUGE 18 GAUGE 9i REINFORCEMENT REINFORCEMENT m HOLES DRILLED allo TAPPED EO 00p. HOLES DRILLED FR 1000 16 GA 1 0411'1 STEEL AND TaPPEO EoDEADBOLT STRIKE k12-24 SCREWS / I REINFORCEMENT 1 5.9375'40.125" SPOT 20 GAUG 8 ASA STRIKE BOX REINFORCEMENT $TEEI WORESDI(T o 15 GA (.048°) STEEL m SPOT WELDED 1._2.11 TO DOOR SKINS I 2 W502 20 GA (.03G') L 7TIFFFUE7 �— VINYL BULB • 5.000' —� tr" �1 r20 GA STEEL /,l NGP �50V CH90 Tn\J RESnOLDS LY�MIh"65TIF1-Ef2ER ALUM. GOG3-T5 MIN. I 0y881" t CCo-_-1002� D o. �s 'ERIV nAETER IlAl O 12 HI GAUGE ryy ANCHOR Q r�FA301 O (_0 18 GA 48") EMA ��FA3030 BUTTERFLY MASONRY ANCHOR MA50NKY WIRE ANCIIOR 151EE1) A301 2 18 GA (.048'1 MASONE 4on — to • 11�Y o 1 625" • • o x i'. • • v DEEP HOLES DEEP NLEB • 2.375" #12-24xt? FH MS (4 PER LEAF) ppRR �CH3GCI 7 q" E 2 N41G 5TRIKE DOKMA DO OR END CHANNEL • •- :: REX 9500�233 • •DORFk9500A5227 42G TOP 5TRIKE 4:50TTOM#TRIKP♦ • • 5T ICE • : : 0 TRIKE �DORMA e400 SJ AKE5 • • • • • bOREX A 00*5TRIKER • 4y DORMA DOREx • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • 0 10 GA MORTISE LOCK EDGE REINFORCEMENT } '^.' HO E DE",D AND TAPPED FOR #12.24 SCREW 11 MORTISE LOCK EDGE REINFORCEMENT 4.5625"30 125" BPoi WELDED TO DOOR SKIN ' 20 GAUGE STEEL WE DED TO DOOR SKINS (�• W51000 20 GA (.03G') STIFFENER QI� m � . wrvuuc r Qev�e• 5 ft 0560y1ae wiry tyc A. s�e•� �puaee No I G// eapirnlY• Gate 3G0 •. IS%-.r .� �.� riPINC WAA�. P E- FLORIDA REfiISTRADUN PE #55983 'C N. '2867- t MIAMI DADE COLNTY uZ O. tz �X F I Z Z F N J Lov W Z F Z W cis 6olp W V rn o¢ 3 x f �I rc w 0 z c U a r� c a o� N O C om � Y U _F a � J N � 0 Z i'1 Z a E } J� N - s # m� # Y a o o�< w0 0 _ v v n s p4 w n FI a fj� 0 W On n, = fY z ID N V� 0 S m o � 1:1 • •• • s s • �eUC�Y168D • • • • • • "."PING NANG. ?.G. • • • • • • • • MYtis" F�a�iCe �GRQA REQ$TRnrl- A[C[OW[[ IV• C PE A.N. 28677 P.lpi[\Y�• Oiete � '.' Is ••• • • ••• •• • • • • AD15-35 • • •• • • • • • • •• • 11OF12 BILL OF MATERIALS ITEM PART NO. MATERIAL QTY. DESCRIPTION MANUFACTURER /SUPPLIER /REMARKS 1 - STEEL OR ST/ ST 2 PER PANEL DOOR PANEL SKIN GENSTEEL 20 GA. (0.038" MN.) F�50 KSI MN. Fu=53 KSI MN. 2 - STEEL OR ST / ST 1 FRAME HEAD 5 7B" X 2" GENSTEEL 78 GA. (0.048" MN.) FY50 KSI MN. Fu=53 KSI MN. 3 - STEEL OR STET 2 FRAME JAMB 5 7/8' X 2' GENSTEEL 18 GA. (0.048" MN.) F�50 KSI MN. Fu=53 KSI MN. 4 HR1030 STEEL 4 PER LEAF HINGE REINFORCEMENT GENSTEEL 10 GA. (0.135' MN.), SPOT WELDED TO FRAME AND DOOR 5 HR2000 STEEL 4 PER LEAF HNGE DUST BOX GENSTEEL 20 GA. (0.036" MN.), SPOT WELDED 6 DR1600 STEEL AS REOD. CYLINDRICAL LOCK AND DEADBOLT REINFORCEMENT ASSEMBLY GENSTEEL 20 GA. (0.036" MN.), SPOT WELDED 7 HINGE STEEL 4 PER LEAF 4 1/2" LONG HINGE HAGER USA 0.134' MN. THICKNESS 8 FR1100 STEEL AS REOD. ASA STRIKE BOX GENSTEEL, 78 GA (0.048" MN.) W/ (2)12 X 7/8' FH MULTI THREAD SCREWS 9 FR1000 STEEL AS REOD. DEAD BOLT STRIKE REINFORCEMENT GENSTEEL, 18 GA (0.048" MN.) W/ (2) 8 X 3!4" FH SHEETMETAL SCREW ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . SLOTS FOR INTEGRATED TABS ON JAMBS DOOR POT WELDS 1 "x1 ' 18 GA STEEL 4-}" LG ANGLE 22 GAUGE GUSSETS ANCHORS TYPE F2: 1/4" OR 5/16" DIA. ULTRACONS (14' MIN. EMBEDMENT W/ 2 1/2" MIN. EDGE DISTANCE) CORNER ASSEMBLY THE JAMB AND HEAD MEETING CORNERS ARE NOT REQUIRED TO BE WELDED TO EACH OTHER. ALL THE FRAMES WERE TESTED AS "KNOCK -DOWN" UNITS. BOTTOM CORNER ANCHOR DETAIL OPTIONAL CONTINUOUS VERTICAL LOCK SEAM DOOR EDGE CONSTRUCTION • •• • • • • ••• • 00 • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • •• • • • • • • • • ••• • • •• • • •• • •RODUCr REYIIIIII0 v-m49yI.g with the lw" twt6ewg C". A—pt.... No 1 0ll L • (� EiyiraOr Due j w6m, P-* m-dmatCum" r_ MIAMI DADE COUNTY PE y55983 CA N. 2$677 om C 'i Io! s w o =v E3 AD15-35 2 OF 1211