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WS-13-1536 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-197245 Permit Number: WS-7-13-1536 Scheduled Inspection Date: September 18,2.013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: BROMLEY, MICHAEL Work Classification: Garage Door Job Address: 142 NW 99 Street Miami Shores, FL Phone Number Parcel Number 1131010240040 Project: <NONE> Contractor: JB GARAGE DOORS INC Phone: (305)751-3642 Building Department Comments EXACT GARAGE DOOR REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-194938. No permit on site Failed Correction ❑ Needed ' Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 17,2013 For Inspections please call: (305)762-4949 Page 10 of 17 Miami Shores Village -JUL ° z V ) Building Department ---= ��- g p Y.-k�� � 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 mA� Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 BUILDING Permit No.a 3 4 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: u 2 0 City: Miami Shores t' County: Miami Dade Zip: �✓ 3 1 j Folio/Parcel#: it �Iy 1 -t�2.� -0 '1 Is the Building Historically Designated:Yes NO ✓ Flood Zone: OWNER:Name(Fee Simple Titleholder): B+L B A LTN A-G L `1J65 J 11.0 Phone#: (305') 215 —3,49'16 Address: 39 06 Ntp R ye City: f10 0 Aw,t State: 1c-L— Zip: ✓- 3 17,9 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company P Phone#: s-7 cpq°5j�! Address. City: W%c A mr,h G na A en s_State: c- Zip: Qualifier Name: 7_SC31_— Rl engx f'- Phone#: State Certification or Registration#: o0w! Certificate of Competency#: Contact Phone#: Email Address: 6 to n�) DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit:$ e3 o® Square/Linear Footage of Work: Type of Work: ❑Addition OAlteration ONew ORepair/Replace ODemolition Description of Work: V r d\CLCr® "l(,CL Q &, 1000a , Color thru tile: xxn x x x x � xxxxxxx x u 0 CCF xxxxmxxnxxxx � xx Submittal Fee$ Permit Fee$ �x $ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ TraininglEducation Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ r 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 ncement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu I the absence of such posted notice, the inspection will not be ap oved and a reinspection fee will be charged. Signature Signatur O er or Agent Contractor ` The foregoing instrument was acknowledged before me this 3 Th egoing instrument was ackn wledged before me thisJ_Q day of 20173 'by ,IM i CN Yi-L 69xWLcn day of A f Aq 20�— ,by { �' who is personally know o me or who has produced i r who has produced As identification and who did take an oath. i entification and who did tak oath. NOTARY PUBLIC: NOTARY 11 IC: Sign: 1'1La� °55 ( Sign: Print: °fin, L Print:i My Commission Expires: My Cot, x g�q& ROMMI A BLANK a jai n0573 EXPIRES October APPROVED BY Earl NOtaryservice-corn ans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) CFM 20130503031 BOOK 28694 PAGE 2417 DATE:06J25/2013 10:33:28 AM DEED DOC 1,320.00 HARVEY RUVIN,CLERK OF COURT,MW-DADE CTY Prepared by and Return to: Bay National Title Company Sebrenna Strickland 13577 Feather Sound Drive,Ste 250 Clearwater,FL 33762 File#:BMT-20265 Parcel ID#:11-3101-024-0040 For official use by Clerk's office only SPECIAL WARRANTY DEED (Corporate(CoMorate Seller) THIS INDENTURE,made this 20th day of June 2013, between Polymathie Properties Inc,a California corporation,patty of the first part,and B&L Realty Holdings,LLC,A Florida Limited Liability Corporation,whose mailing address is:3900 NW 2ND Ave,Miami,FL 33127, portylpaWes of the second part, WIT BN. SSETH: First patty,for and in consideration of the sum of TWO HUNDRED TWENTY THOUSAND AND NO/100 DOLLARS ($220,0010.00)and other valuable considerations,receipt whereof is hereby acknowledged,does hereby grant,bargain,sell,aliens, remises,rel eases,conveys and confirms unto second party/parties,his/her/their heirs and assigns,the following described property, towit, Lot 13,and the West 25 feet of Lot 14,Block 1,Bonmar Paris,according to the map or pit thereof, as recorded In Plat Book 17,Page(s)11,of the Public Records of Miami-Dade County,Florida. More commonly known ash 142 NW 99 Street,Miami Shores,FL 33150 Subject,however,to all covenants,conditions,restrictions,reservations,limitations,easements and to all applicable zoning ordinances and/and restrictions and prohibitions imposed by governmental authorities,if any. TOGETHER with all the tenements,her"taments and appurtenances thereto be longing or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the party of the first part hereby covenants with said party of the second part,that it is lawfully seized of said land in fee simple:that it has good right and lawful authority to sell and convey said land;that it hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons claiming by,through or under the party of the first part. CFN:20130503031 BOOK 28694 PAGE 2418 IN WITNESS WHEREOF,first party has signed and sealed these present the date set forth on JU 2 lJ 6313. Signed, n ®livered Polymathk Properties Inc,a California corporation By:.. Witness s re PrintNam w 9- 0 Print witness name r � Address: �,r i"Mess sig"W" j Vallejo,CA 44590 �1tR7rt"1 t'4 t�) {Corporate Seat} Print witness name State of { r County of THE OREGOING INSTRUMENT was acknowledged before me this ` day of a R-$� 2013 by s� L of Polymathic Properties Ine,a California corporation who is personally kn wn to a or who has produced driver's license as identification. Lt,klt�L ekn �Fotary PnblC� y qlo p Print Notary Name CcMM11 s1"No. iii rptareY My Commission Expires. {?�� {,1 ttaprwtxararY Notary Seat fyCatan tAAYtB FDta More commonly known as: 142 NW 99 Street,Miami Shores,FL 33150 q z Mf�P9"N� SIC�a��®,Gd e D T ,� a APPROVED Ely e� o o 70MINIG DEPT � Q'in p,LDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL 1 STATE AND COUNTY RULES AND REGULATIONS i 7/o 6,*4 I , 07/03/2013 16:29 3053629272 HURRICANE MASTER PAGE "01/01 EST-1.91a ALmFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WIND LO AD LAWS YO11 CQMPONENIA&C WDINQ WIND STANDARD:ASCE 7.10,FAC L010 ER-111-OK GARAGE DOORS ONLY County: Miami Dade Wind Speed : 175 MPH h Risk Category, a Exposure Category: C 1.Client , kJ Gnovsk-vu 2.Project Name: U fGR p 1 14) f� C- (Residemial Projects Only) 3,Project Address: t /" 'S �^ C1TY mil" �1 STATE ._ 7JF/J 0 4.Building Heigbt: (See Figure 1 above) MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS',CJ9AN 25 FEET, MEAN FOR DUUOI NG WITA ROOF SLOPE>10 DEMRK FOR BULKOP G WITH ROOF.SLOPE 10 D!q"-E ROOF DOOR WIDTH DOOR 1v1DTH HT. 8 Fi. 9 F.T. 1Z F . 16 FT. 16 FT. S FT. 9 FT. 12 FF. 16 FT. l$F1'. PSF* PUF. PSF+ PSF- PSF+ PSF- FSt + PSF- Pro) P5P- PSF+ PSFi- PSF+ P5P`- PSF+ PSP- F$a+ PSF PSF+ PSF- 15 3'7.5 48.5 36.0 45.5 34.5 42.5 33.4 413 34.9 45A 34A 44.3 33.0 41.6 31.7 389 31.1 37.8 16 8.6 5 38.0 49.1 36.4 46.1 34.9 43.0 34.3 41.9 35.3 45.9 34.8 44.8 33A 42.1 32.0 393 31.5 38.2 17 39.0 50.9 38.4 49.7 36.9 46.6 35.3 43.5 34.7 42.3 35.8 46.5 35.2 45.3 33A8 42.6 32.4 39.8 31.9 38.7 18 39.5 51.5 38.8 $0.2 37.3 47.1 35.7 44.0 35.1 42.8 3b.2 47.0 35.6 45.8 3412143.0 32.8 40.3 32.2 39.1 19 39.9 52.1 39.3 50.8 37.7 47,7 36.1 44.5 35. 43.2 36.6 47.5 36.0 46A 34.6 43.5 33.2 40.7 32.6 39.6 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 41.2 33.0 40.0 21 40.8 53.3 40.2 51.9 38.6 48.7 37.0 45.5 36.3 44.2 37A 48.6 36.8 47.4 35A 44.5 33.9 41.6 33.3 40.4 22 413 53.8 40.6 52.5 39.p 49.3 37A 46.0 36.7 44.7 37.8 49.i 37.2 4 7.9 35.7 45.0 34.3 42.1 33.7 40.9 23 41.7 54.4 41.0 53.1 39.4 49.8 37.8 46.5 37.1 45.2 38.2 49.7 37.6 48.5 36.1 45.5 34.7 42.5 34.1 41.3 24 42.2 55.0 .5 53.7 39.8 50.31381 A 1 38.0 49.0 36.5 46.0 35.0 43.0 34-4 41.8 25 42.6 55.6 41.9 54.2 40.3 Sp.9 38.6 47.5 37.9 46.2 39.0 50.7 38.4 49.5 36.9 46.5 35.4 43.5 34.8 4Z.2 Notes -h=gave height for roof slope<10 degree. -Table above shows maximum design load for shown building height in end zone. For any other conditions/zones,design loads to be evaluated on project basis Disclaimer:- -This document is not valid without the embossed seal of an engineer Employed CLO 2013 by Al-Farooq Corporation -No portion of this document may be used or reproduced in any manner. .FL#70592 592 ED CAN#3538 AHMAD,1'.E. (except, however,for that portion ofASCE 7-10 set forth herein). 1235 SW 87th Avenue I Miami,FL 331741 T:305.264.111001 F:305.262.6918 1 w".afeeng.com I alfarooq@afeeng.com MIAM DIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Roam 209 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww�v.mlamldade&ovlperat DAB Door Company,Inc. 12195 NW 9e Avenue Hialeah Gardens,FL 33018 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:91-4"Wide x 16'High Steel Sectional Garage Door w/Window Lite Option APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",dated 02/01/2001,with last revision F dated 10/13/2011,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 revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#11-0119.21 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.12-0110.06 i+luv�twaCOUrrnr Expiration Date:August 9,2016 / Approval Date:March I,2012 10� Z j1�U 1?.� ]Page A DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09,titled"Sectional Garage Door",dated 02/01/2001,with last revision F dated 10/13/2011,sheets 1 through 5 of 5,.prepared by Al-Farooq Corporation,signed and sealed by Javad•Ahmad,P.E. B. TESTS "Submitted under NOA#09-0128.04" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)barge 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#09-0128.0411 2. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font,P.E. 'Submitted under NOA#03-0210.04" 3. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G40 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#09-0128.04" 1. Anchor verification calculations prepared by A1-Farooq Corporation,complying with F.B.0 2007,dated 12/19/08,signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) 4 Ve / V17- Cfirlos M.Iftrera,P.E. Product Control Examiner NOA No.12-0110.06 Expiration Date:August 9,2016 Approval Date:March 1,2012 E-1 DAB Door Coraoa.nv,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0305.02,issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 04/24/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No.07-1016.07;issued to Insulfoam,LLC,for their Insulfoam Expanded Polystyrene Insulation,approved on 11/29%2007 and expiring on 11/29/2012. ' - 3. Notice of Acceptance No.07-1107.08,issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 04/26/2007 and expiring on 08/27/2008. 4. Notice of Acceptance No. 07-0301.10,issued to Dyplast Products,LLC,for their Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 06/07/2007 and expiring on 01/11/2012. "Submitted under NOA#05.0228.02" 5. 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. 6. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed and sealed by I. Ghia,P.E. 7. 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 2010 FBC and no financial interest,issued by Al-Farooq Corporation,dated 10/26/2011,signed and sealed by Javad Ahmad,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 12-0110.06 Expiration Date: August 4,2016 Approval Date:March 1,2412 E-2 TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" a t STEEL PLATE WITH ONE 5/16--18 MS Wj NUT rn FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER � GI 7-1/2" X 3" X .071" GALV. STEEL 0 (6) #14 X 3/4" SELF DRILLING SCREWS TO BE INSTALLED AT o END ROLLER HINGE CENTER STILE Z h W/ (6) # 14 X 518" SMS ®m CENTER STILE 0) r A F F. em 2 a o © I O I 04 .071" X 7-1/2- GALV. STEEL I j O' O Q CENTER HINGE r - - C 4i W/ (4) X14 X 1/2- SMS -- - co 0 B LACK � GY7 � 2 DOOR I o g0 gF Q � aN ° 1" W X .15" THK. LATCH SPRING LOADED SLIDE DOLT LOCK (BOTH SIDES)— - = Q FASTENED Wj (4) i# 14 X 1/2" S.M.S. _ o Q /8" MIN. LOCK ENGAGEMENT CONFORMS TO 0 1,,,11 M BC 1012 REGARDING GARAGE DOORS I W Q R s / I Z I=-• N DOOR HEIGHT CONSISTS OF I J N © I W-60 2 SECTIONS 18° 2 SECTIONS 21" .158 DIA. GALV. AIRCRAFT TYPE ® � » » » CADLE do NICO-PRESS SLEEVE `'� OPTIONAL VENT L--"..A 0 O � ' 6-9 1 SECTION ISO 3 SECTIONS 21 yy j MIN. 5 TO 1 SAFETY FACTOR (3) 5" WIDE AT 7" O.C. MAX. OPTIONAL FLUSH FACE c~j 0 2E 7 4 SECTIONS 21 OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN W o tf)7'-3" - ® COLONIAL DESIGN In Ca M. r-6" 5 SECTIONS 18" - 120 SQ. IN. 7'-9" 4 SECTIONS 18" 1 SECTION 21" 6" X 3" X 0.1" I » STEEL PLATE L1 MAX. DOOR WIDTH W 3 SECTIONS 16 2 SECTIONS 21 WITH (2) #14 X 5/8 SMS 9'-4" 8'-3" 2 SECTIONS 1$° 3 SECTIONS 21" 8'-6" 1 SECTION 18" 4 SECTIONS 21" 8'-9" 5 SECTIONS 21" - BRACKET BRACKET INSIDE ELEVATION 9' 6 SECTIONS 18" - STD. UFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR c 9'�-3" 5 SECTIONS 18" 1 SECTION 21" DOOR OPTION h 9'-6° 4 SECTIONS 18" 2 SECTIONS 21" n $ o W-9" 3 SECTIONS 18° 3 SECTIONS 21 7-7/8" X 3-11W X .010" c "� 'o 10' z SECTIONS 18" 4 SECTIONS 21" CENTER STILE WWIITH (4) #14 X 3/4" SDS DAB DOOR MODEL 824 0 N 10'-3" 1 sIiC1'tON 16° 5 SECTIONS 21" � � � � p! 10'--8" 6 SECTIONS 21" - MAX. SIZE 9'-4" WIDE X 16'-O" HIGH a 1� 10'-9" 6 SECTIONS 18" 1 SECTION 21" OUTSIDE " HANDLE END STILE � > IL ti 5 SECTIONS t8 2 SECTIONS 21" DESIGN PRESSURE RATING = + 50.0 PSF 11'-3" 4'SECTIONS 18" 3 SECTIONS 21" - 60.0 PSF P12' 3 SECTIONS 18" 4 SECTIONS 21" 2 SECTIONS 18" 5 SECTIONS 21" ° LOCK BAR GUIDES 1 SECTIONS 18" 6 SECTIONS 21" INSTALLED ON END STILE 7 SECTIONS 21" - ° WITH (4) #14 X 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT '�6 SECTIONS 18" 2 SECTIONS 21" ( t o m V a W 5 SECTIONS 18" 3 SECTIONS 21' .1 ST X .6W LOCK BAR 13' 4 SECTIONS 18" 4 SECTIONS 21" ENGAGES IN TRACK GENERAL 13'-3" 3 SECTIONS 1$" 5 SECTIONS 21" ON EACH SIDE OF DOOR c 13'-6° 2 SECTIONS 18" 6 SECTIONS 21" 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE '*"� I o OUTSIDE KEYED LOCK REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING JAY�1A n 13'-9" i SECTION 18" 7 SECTIONS 21" 11LV9:. I i n YOB vv8h�F�� � > » HIGH VELOCITY HURRICANE ZONE. �•.'P£ 711592. Code ¢ r 14 8 SECTIONS 21 - LOCK BAR LOCKING SHOWN ,°C A , Q 14'-3" 6 SECTIONS 18" 3 SECTIONS 21° ALTERNATE TO LOCKS SHOWN ABOVE 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. N' ` 14'-6" 5 SECTIONS 18° 4 SECTIONS 21" ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL / ° 14'-9" 4 SECTIONS 18" 5 SECTIONS 21" DRESSING OR STUCCO. !h By 15' 3 S£CTIONS.18" eSECTIONS 2t" 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. it `YtV ��� C o1 drawing no. 15'-6" 1 SECTTIIONSIB$° 8 SECTIONS 21" 4 ANCHORING E EDETAILS ARE NOT PART CONDITIONS OTHER APPROVAL,THAN THOSE SHOWN IN Q� �� �> 01 -09 15'-9° 9 SECTIONS 21" - 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. I 16' 6 SECTIONS 18" 4 SECTIONS 21" sheet 1 of 5 24 GA. STEEL PANEL I 3116" ALUM RIVETS Z � w f ° W f FLAPS BENT OVER PANEL--\ ° o ° .. IL r 112 PUNCHED HOLES r.024" sTL. PAEL I 4 u 1 y O.C. ,r 0'� > o OUTSIDE OF DOO 0 N d 116 w STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWEF3 ° TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16" X 1-518" LAG SCREW INSTALLED IN 9/16" DLk HOLES IN CENTER STILE (FULLY THREADED) END STILE 00 ONE PER BRACKET POSITIONED AT EYE LEVEL OPTIONAL STOP MOULDING ANCHORS: p FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A) �� DIA. POWER--BOLT BY POWERS W TO MASONRY SEE NOTE ON SHEET 4 2" MIN. EMBED INTO CONCRETE q� � X14 X 518" SMS // " u " 1-7/8" MIN. EDGE DISTANCE Q V N N 6 PER HINGE 3END STILE, CONNECT T018 G& STEEL WITH B) SO" DIA, HLC SL= BY 'HILTI_ � �`— z m 1/2" X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL A80VE 1-5/6" MIN. EDGE DISTANCE INTO CONCRETE Z (� It co 0.55 S.G. + ED p ST"•• END STILE WITH 3/16" POP RIVETS 0 12" O.C. 4" MIN. EDGE DISTANCE INTO FILLED BLOCK (0 �' 4 u CONCRETE T e a 3000 PSI MIN. W o 1-7/8 X 2-5/$ X 045 STEEL EDGE v CENTER STILE, GLUED AND RIVETED DISTANCE C-90 GROUT FILLED BLOCK fm 2000 PSI MIN. 1 TO PANEL W/ (4) 3116 RIVETS © �_ POP RIVETS , 1 1/2- MIN. I .°:.. A 1�-3/16 . 4/4HINGE 8" S.M.S. mob. . A� i y� 6 1.9" X 2.19" X 3.3" X .102" ANCHOR 'TYPE A OR B O (1 PER BRACKET STEEL TRACK BRACKETS SEE SHEET 3 FOR BRACKET SPACING p o SEE SHEET 3 FOR SPACING 9 r I I 1/4-20 SS BOLT & NUT c ° o 7-1/2" X .050" GALV. STEEL 2-1/8" X 1" X .078" CENTER HINGE 7-1/2" X 3" X 071" m v o w GALV. STEEL TRACK END ROLLER HINGE FASTENED TO TRACK PLATES 7/16" PUSHNUT SEOO(�_ — 1.82" DIA. X .50" W/ 1/4-20 X 5/8" TRUSS HD. INSTALLED ON ROLLER SHAFT NYLON/STEEL ROLLERS SLOTTED M.S. & LOCK NUT W/ .44 DIA. X 4-1/4" STEM 9r J .'AiHiQ. INTERIOR SIRE CIVIL •+ & ,� N FLA.-PE-f 7.0592 ' 9 AN C.A.N. 3538 j Aeolsbaft No d. autroi drawing no. 01 -09 sheet 2 of 5 • 2a rvt' KIVttb 2 X 2 X 1j8- HORIZ. ANGLE 5/16" X 1-5/8- LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, SPOT WELDED TO HORIZ. TRACK a GA V 4STEEL --1/2" X 3" X .104" + 5/16" SLEEVE ANCHORS CENTER SUPPORT REQD. ON DOORS WITH TWO WELDS AT 1-1/2" APART TOP ROLLER BRACKET (DOUBLE) WITH 1-1/4 EMBED INTO MASONRY EX�yEEDING 8 FT. IN HEIGHT FIRST AT 3" O.C. FASTENED Wf (6) I# 14 X 5/8- S.M.S. _ 3 PER BRACKET A , REST AT 9" O.C. o CONNECTED TO FLAG BRACKET ANGLE 090 THK. GALV. STEEL ADJUSTABLE - W/ 3/8-16 X 3/4" BOLT & NUT 0 SLIDE FASTENED TO BRACKET 2-1/2- X 4-1/4" X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH z N W/ 5/16-18 X 3/4" HEX HEAD - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE -- A-K (2) 1/4-20 X 5/8" BOLT & NUT F i� SCREWS & NUTS. FASTENED TO TRACK + WITH (4) 1/4-20 SS. BOLT & NUTS _— HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" O J}Y Q LL HORIZONTAL REINFORCEMENT VERTICAL TRACK 0 h a 1/2" X 1-3/4" X .059" FORMED STEEL 14 GA GALV. STEEL TRACK 2-1 f8- X 1" X .080" �"� o vq N GLUED TO PANEL AND FASTENED TO o = (2} f1s" olsl NETS a a a SECTION A—A #E a 2 X 5-1/2 X .104 d GALV. STEEL 0 °� `a °.° FASTENED Wj (4} 14 X 5/8" S.M.S. © N TOP ROLLER BRACKET FOR k LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT DOOR * SECTION HEIGHTS BRACKET PLACEMENTS J Z J 1/2" X 1-3/4" X .059" FORMED STEEL HEIGHT W GLUED TO PANEL AND FASTENED TO 1ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 B5 86 B7 B8 VERTICAL STILES WITH 6'-0" 18-118' 18" 18" N/A 1- 11-3/4" 23" 34" 45" 56" 67" - (2) 3/16" POP RIVETS 6'--6" 21" 18" 18" 21" N/A I" 11-3/4" 23" 34" 45" 56" 67" 7'-O- 21" 21" 21" 21" N/A 1" 11-3/4" 23" 34" 45" 56" 67" 5j16" MEETING RIB r n a rr a n n u n n x a u " co 7#-6n 18n 16- 18n 18" 18 ill-a 11-3/e 23" 34" 45" 56n 67u 78-1/4n $—O 21 18 18 18 21 1 11--3/4 23 34 45' 56 67 78-1 f 4 O_ 1.82" DIA. X .50" ROLLERS x *—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O W/ .44 DIA. X 4-1/4" STEM FOR DOORS MORE THAN 8 FL HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. zo 5 OPTIONAL INSULATIONS: 60 o °� a a x " U ¢LL - OPTIONAL 'DYPLAST PRODUCTS LLC' 1.9 X 2.19 X 3.3 X .090 Z t EPS--IXPANDED POLYSTYRENE STEEL TRACK BRACKETS DENSITY r• 1.05 PCFp 2-3 16" HIGH J o0 W !° N N.O.A. X07-1107.08 CONNECTED TO TRACK WITH a[ ae� I p Y OR } 1 f 4 BOLTS & NUTS. O O C7 '� ISO-25 POLY-ISOCYANURATE m DENSITY = 2.0 PCF m p �` u a N.O.A. #07-0301.10 � � � m � OR BY 'INSULFOAM LLC' N DENSITY = 0.92 PCF 2 N.O.A. #07-1016.07 ITT + ®+ 14 GA. GALV. STEEL ROLLER HINGES FASTENED m W/ (4) #14 X 518 SMS m $ o MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MW. YIELD STRENGTH = 34 KSI d�, WITH PRIMER AND BAKED-ON M&QK CONFIGURUION i 6 POLYSTER PAINTED TOP COAT APPLIED TO' BOTH SIDES OF STEEL a N ID Ni c O J 0 m p VERTICAL LIFT >�H LIFT STANDARD LIFT LOW HEADROOM '� o m U o W a DOUBLE TRACK ` JAVAD AH PPAXX=RBVLUD B GA. BRA STEEL CIVIL. p1 goagdyip�wllh the Flilprids ° BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8- SMs l FLA. N 70502 �No 121- tt 0 1 C.A N. 8 t a �! f. O v = is v .058 0ALU PLATE 11 w1� IM1 t+0ar>�aat drawing no. WITH 1/8" X 1- S.M.S. 0 48" O.C. 01 --09 SECTION A—A AND RUBBER WEATHERSTRIPPING sheet 3 of 5 t� Q a ti p a � c� po a , 0o a Oa rox Z !. ANCHOR SPACING 'O ANCHORS STRUCTURE EMBED SPACING EDGE DIST. p 3/8" HLC SLEEVE BY HILTI' CONC. 1-1/4" g" 1-5/8" w > 3 8 p /HLC SLEEVE BY HILTI. FILLED BLOCK 1-1 4 p p 4" 0 5/16" X 1-5/8" 3/8. DYNABOLT BY �ITW� CONC. 1-1/2- 8@ 2" _ 3 8 DYNABOLT BY ITW FILLED BLOCK 1-1 2 8 3-3 4 a LAG SCREWS STEEL STRUCTURE BY OTHERS F-Vf AT 12" O.C. MUST SUPPORT THE LOADS IMPOSED 3 8 POWER-BOLT BY POWERS CONC. 2" 1-7/8 z BY DOOR SYSTEM 3/8- SLEEVE-ALL BY SIMPSONS CONG. 1-1 2" 8" 1-7 8 -� 00 p I CONCRETE f c = 3000 PSI MIN. Q Q3:0 12 5/16" DIA. BOLTS C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN, i= Q Z WITH WASHER & NUT W a LO z WOOD FRAME BUILDINQ AT 12 O.C. MAX. Cfl EDGE DIST. STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) I tV SHALL BE FRAMED SOLID BY NOT LESS THAN I (3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE COW. FROM FOOTING TO TIE BEAM. I 1 1 4" X 2 1/2" X 14 GA CONY. -- ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE 1-1/2" 1-1/2" - STEEL ANGLE SUPPORTING STRUCTURE, WOOO BUCK CONNECTION TO MASON 12 GA. GAIN. STEEL g TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE FLAT BRACKETS DO LONG y� AT 12" O.C. IN DOOR OPNG. a TREATED 2x6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO p � GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH AT 18 O.C. ABOVE DOOR OPNG. c� 1/4" ULTRACON BY 'ELCO' WITH SPACING OF W/ (3) SPOT WELDS AT EACH SIDE CONNECTED TO CONT. ANGLE 2-1 8" X 1" X 14 GA. °x $ 20. O.C. INTO BLOCK WALL, WITH 2--1/4" MIN. EMBED GALV. STEEL TRACK so 16 Q.G. INTO 30DO PSI CONCRETE, WITH 1-3/4" MIN. EMBED FASTENED TO TRACK PLATES 2-1/2" MIN. EDGE DISTANCE SLOT[2ED 1/4-20X5/8"S. 0X5//88" NUT SS HD. 1/4" TAPPER BY 'POWERS' WITH SPACING OF C� 14p O.C. INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED o ad M 16 p O.C. INTO 3000 PSI CONCRETE, WITH 1-3j4 MIN. EMBED 0 3 MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION i5 0 3j8" CONFLEX BY 'ELCO' OR o W 3/8" LDT BY 'TIW' WITH SPACING OF 24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 2" MIN. EDGE DISTANCE ° 3j8" HLC SLEEVE BY 'HILTI' WITH SPACING OF ns► JAVOWL. . AD as� dke o 17" O.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. ; FLA. PE 705 92 HidTdi#I ck* c 18" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND ,C.AN.Iy53f3 �pppNp (d S 2-1/2" MIN. EDGE DISTANCE ro Ll Lic THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH ALL BARSRSHALL 5 BARS BE CONTINUOUS FROM TIEnBEAMS T ONFOOTING.BEAMS 9 )tr°rs "Ctd drawin no. PREP ATION QF JAMBS BY OTHERS 01 -09 L7_ Csheet 4 of 5 500 F� x-.250 �y * PLASTIC COMPLIES WITH DOOR PANEL SECTION 2612 OF FBC 2007 *i! 24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE o 1.765 1.7x5 d O o 7/16" DIA. WASHER O 1.144 (� " 21 3/4" I I { t ®8 3/8/ROM ENDS MAX. .176 F� �* -•80Q Q a Q o °o tt iii! t i AND 7" D.C. MAX. WDw. WIDTH EXTERIOR FRAME INTERIOR FRAME M 1 O t RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION a w ,",., t l I I 1 \ (4) #8 X'3/4" SMS .z o Cf MAX. W W. a 1 0 1-3/8 FROM ENDS �. ao � V' � � is 3ji t'� M .. AND 6-1/2" O.C. MAX. `- d D.L.O. Q W L Ili - C jlll .175 X .062 DEEP '' f j I i 1 GROOVE 'I=1 00 1/4" POLYCARBONATE LEXAN LI BY SABIC INNOVATIVE PLASTICS NOA III U = Z }-Z ° a ° N 0)o �1 I 0 Q �C7 Lo II;I !J Lo Lo � ijii 1 f f -/.. C1 N2 I!I! hil .175 X T!II f t% j!i! --'-GROOVE DEEP 'IF o� � � � (4) #8 X 3/4" SMS INSIDE, ELEVATION I i! ,-'� 0 1-3/8" FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS _ t i j j I AND 6-1/2" O.C. MAX. % $ I #8 X 3/4" SMS ® 3/8" FROM ENDS 175 X .082 DEEP rri AND 4-1/2 O.C. MAX. GROOVE Q f / '� � d #8 X 3/4" SMS E/ I 0 3/8" FROM ENDS AND 7" O.C. MAX. r` _._._._._._._. _--._._._._.-._._._._. r. J VJ+D'AfiMAD, i�t4D1IC71wY�$$p � ` - -- - - T g, CIVIL c 7/18° DIA. WASHER -.._ _.:=.._: .._.:_:._..�.._.:_::_.._.._..m.. FLA PE 70592 die I �No wave 0 N v ul��` w DOOR PANEL EXTERIOR '� 2��1 u DOOR PANEL 24 GA. (.024) STEEL MIN. 15/16" MIN. D.L. OPG. 4 24 GA. (.024) STEEL MIN. t`iNlflbi drawing no. GLAZING BITE 01 -0 � WINDOW WIDTH (sheet 5 of 5