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WS-13-1637 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-195623 Permit Number: WS-7-13-1637 Scheduled Inspection Date:August 13,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: PUMO, MARK Work Classification: Window/Door Replacement Job Address:1147 NE 97 Street Miami Shores, FL 33138-2557 Phone Number Parcel Number 1132050170040 Project: <NONE> Contractor: HOME OWNER Building Department Comments GARAGE DOOR REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 12,2013 For Inspections please call: (305)762-4949 Page 19 of 51 Miami Shores Village 2�Vj� Building Department I ,� JUL 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(3055)762.4949 BUILDING Permit No. ) (01 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type:MECHANICAL OWNER:Name(Fee Simple Titleholder): VA C&k!4% p U M C) Phone#: Address: \\*-A"1 N'P-7 T1 -A City: h 1 Arm. 2aVNn y-e--S State: \CAL Tenant/Ussee Name: Phone#: Email: JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 1 Folio/Parcelt \�- 3'5..05- Q\9 - (DO 9 Is the Building Historically Designated:Yes NO Flood Zone: CONTRACTOR:Company Name: V%4•GQr` .®r. ';Z>C 0 Vt_. Phone#: 305-1 A Address: \�\!j S Cl Q. G Q CG City: `s\ � QOrP A e Y\:S State: Qualifier Name: 1®L° a'er!94 .( Phone#: '5 0.5-'7.� State Certification or Registration#: Certificate of Competency 4k C3 G Contact Phone#: Email Address: 0 t._, &5 Qi&0—r-M Z�00 C 0 al DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ \aQQ ear Footage of Work: Type of Work: []Address []Alteration []New l 11*air/Replace []Demolition Description of Work: 'e iJ\QLW C, Submittal Fee$ Permit Fee$ L CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$-- Training/Education Fee$ Technology Fee$ Rouble Fee$ Structural Review$ TOTAL FEE NOW DUE$ 1 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. 61WARNING 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 co W be posted at the job site for the first inspection which occurs seven (7)days after the building permit is issued faZbsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged signs - ,� Owner or Agent Contractor The foregoing instrument was acknowledged before me this 7 orego g instrument was ackno ledged before me this� day of 20! ,by day of 2013,by who is personall known to me or who has produced �vho is personally known to meRor who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P LIC: NOTAR P LTC: Sign: Prig �t A MMY Commis I p8 Exonoarisme APPROVED BY Plans Examiner Zoning T Structural Review Clerk (Revised 09/lOff)(Revised 06110nMXRevised 3/15/09) 393 �f19 � 2512 -1) 1 �? t. /, /l:15 9t l� J Q Miami S6lcres �iilac APPROVED �� DATE TONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND Cot INTY RULES AND REGULATIONS I HU.1982 ALwFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WIND LOAD TABLES FOR COMPONENTS&CLADDING WIND STANDARD:ASCE 7-10,FBC 2010 EDITION GARAGE DOORS ONLY County: Miami Dade Wind Speed: 175 MPH h Risk Category: II Exposure Category: D 1.Client 2.Project Name: �VlG,(rk �1,t4'Y1Q (Residential Projects Only) 3.Project Address: _ `'-f Al E '37 Si 'ami Shores FL 3139 crjry�� "c STATE ZIP 4.Building Height: - LL�L- (See Figure 1 above) S(Z E ; 1('01 )('7' H MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. MEAN FOR BULIDING WITH ROOF SLOPE>10 DEGREE FOR BULIDING WITH ROOF SLOPE<10 DEGREE ROOF DOOR WIDTH DOOR WIDTH HT. 8 FT. 9 FT. 12 FT. 1 16 FT. 18 FT. 8 FT. 9 FT. 12 FT. 1 16 FT. 18 FT. (FT) PSF(+) PSF. PSF(+) PSF(-) PSF+ PSF- PSF(+) PSF(- PSF(+) PSF- PSF+ PSF- PSF(+) PSF- PSF+ PSF) PSF(+)I PSF. PSF(+) PSF() 15 46.1 60.3 45.5 58.8 43.6155.2LJa 51.5 41.1 50.0 42.3 55.0 41.7 53.7 40.0 50A 38.4 47.1 37.7 45.8 16 46.7 60.9 45.9 .59.4 44.1 55.t 42.2 52.0 1.5 50.5 42.7 55.5 42.1 154.2 40.4 50.9 38.8 47.6 38.1 46.2 17 47.1 61.5 46.3 59.9 44.5 56.2 41.9 51.0 43.1 56.1 42.5 54.7 40.8 51.4 39.1 48.0 38.4 46.7 18 47.6 62.0 46.8 60.5 44.9 56.8 43.0 53.0 42.3 51.5 43.6 56.6 42.9 55.2 41.2 51.9 39.5 48.5 38.8 47.1 19 48.0 62.6 47.2 61.1 45.3 57.3 43.4 53.5 42.7 52.0 44.0 57.1 43.3 55.7 41.6 52.3 39.9 48.9 39.2 47.6 20 48.4 63.2 47.7 61.6 45.8 57.8 43.9 54.0 43.1 52.5 44.4 57.7 43.7 56.3 42.0 52.8 40.2 49.4 39.5 48.0 21 48.9 63.8 48.1 62.2 46.2 58A 44.3 54.5 43.5 53.0 44.8 58.2 44.1 56.8 42.4 53.3 40.6 49.9 39.9 48A 22 49.3 64.4 48.5 62.8 46.6 58.9 44.7 55.0 43.9 53.4 45.2 58.7 44.5 57.3 42.7 53.8 41.0 50.3 40.3 48.9 23 49.8 65.0 49.0 163.4147.0 59.4 45.1 55.5 44.3 53.9 45.6 59.3 44.9 57.8 43.1 54.3 41.4 50.8 40.6 49.3 24 50.2 65.6 49.4 63.9 47.5 160.0 1 4.5 56.0 44.7 54.4 46.0 59.8 45.3 58.3 43.5 54.8 41.7 51.2 41.0 49.8 25 150.7 166.1 49.3 64.5 47.9 160.5145.9 156.5 145.1 54.9 46.4 60.3 45.7 58.9 43.9 55.3'-42.1151.7 41.4 50.2 Notes:- -h=Eave 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 201 by Al Farooq Corporation -No portion of this document may be used or reproduced in any manner. JAVAD AHMAD,P.E. (except, however,for that portion ofASCE 7-10 set forth herein). FL#70592 EB CAN#3538 1235 SW 87th Avenue I Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 1 www.afeeng.com I alfarooq @afceng.com I s M IM I®D�►DE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT-OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 2ft AFFAIRS(PERA) Miami.Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlaml_ade. v/ Brat DAB Door Company,Inc. — 12195 NW"0 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 manufactuuer 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. DEsmumom Hurricane Masterg Model 824/811 Steel Sectional Garage Door 16'-2"Wide x 16'- 0"High(Reinforced)with Window Lite Option APPROVAL DOCUMENT: Drawing No.98-05,titled"24 GA.Roll Formed Steel Sections,]Garage Door,dated 02/23/1998,with last revision H dated 10/13/2011,sheets 1 through 6 of 6,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. N USSILE 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 Wes,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-Offucial. This NOA revises NOA 0 11-0414.13 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.12-0110.08 e utter Expiration Date:July 21,2015 I Approval Date:March 1,2012 �,/22/Z0IL Page 1 1 i DAB Door Compang,,Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98-05,titled"24 GA. Roll Formed Steel Sectional Garage Door",dated 02/23/1998,with last revision H dated 10/13/2011,sheets 1 through 6 of 6,prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#11-14.14.13" 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 Hurricane Engineering&Testing Inc.,Report No. HETI-074267,dated 06/29/2007, signed and sealed by Candido F.Font,P.E. 2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure Test per FBC,TAS 203-94, of"DAB 824 Sectional Residential Garage Door",prepared by Hurricane Engineering&Testing Inc.,Report No..HETI-I1-3206, dated 02/10/2011,signed and sealed by Candido F.Font,P.E. 3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)", prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T101,dated 01129/2011,signed and sealed by Candido F.Font,P.E. "Submitted mukr NOA#05-021 Z 02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of "Sectional 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 0-40 steel panels,prepared by Celotex Corporation,Test Report No.258592, dated 08/17/1998, signed by W.A.Jackson,F.E. DIZ Carlos M.Utrera,P.E. Product Control Examiner NOA No.12-0110.08 Expiration Date:July 21,2015 Approval Date:March 1,2012 E-1 DAB Door Company,Inc. ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. 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» . 2. 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 Permitting,Environment,and Regulatory Affairs(PERA) 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 hm foam Expanded Polystyrene Insulation,approved on 11/29/2007 and expiring on 11/29)2012. 3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their Dyplast ISO-C1 Polyisocyanumte insulation,approved on 11/10/2011 and expiring on 01/11/2017. F. STATEMENTS 1. Statement letter of code conformance to FBC 2010 and no financial interest issued by Al-Farooq Corporation, dated 10/25/2011,signed and sealed by Javad Ahmad,P.E. 0 yt�171 rlos X U era,P.E. Product Control Examiner NOA No.12-0110.08 Expiration Date:July 21,2015 Approval Date:March 1,2012 E-2 TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" � PUSH NUT c STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER 7-1/2" X 3" X 071° ® (FASTENED TO END STILE WITH TO BE INSTALLED AT W/`6)#E4 XN5/RO SM HINGE ®® $EE#14 HEET 4 FOR TOP*BBRACKETSOOPPTIO S ANY CENTER STILE z 7-1/2" X 2-1/4° X 18 GA. CENTER SEE S HILA (� -` A GALV. STEEL CENTER HINGE d W/ (4) #14 X 5/8" SMS I .7 O7. /DOOR fffpiii I N r�C e ` 1" W X .15 THK. LATCH , 4 SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) 11 I Z;l 9 Q� i El FASTENED W/ (4) #14 X 1/2" S.M.S. 8 S O LL ._ 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO B = vy x FBC 1012 REGARDING GARAGE DOORS I o� O O 1 .3 vi ML.E3 ."m I � 5 158 DIA. GALV, AIRCRAFT TYPE "I ---- — -- 100 w GABLE &PICO-PRESS SLEEVE ® ------ WI MIN. 5 0 1 SAFETY FACTOR STEEL PLATE WITH (4} X14 X 3/4" U 1 ®' SELF DRILLING SCREWS a I d BRACKET BRACKET �� I a Z UIFT Tara STD. DOOR DOOR HEADROOM � — — — — Q � DOOR . . i OHT CONSISTS OF EACH� 7-7/8° X 3-1/8" X .010" �� '� r___ -_ I © 0 3 m STEEL PLATE OPTIONAL VENTS UPTIONAL GQ RAINUS SIGN E 6�8° 2 SECTIONS 18' 2 SECTIONS 21+ WITH (4) #14 X 3/4" SDS (3) 5" WIDE AT 7" O.C. MAX. L -�A o d to 61-91 1 SECTION 18 3 SECTIONS 21 OPNG. AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH 0) 7' 4 SECTIONS 21° -- 7'-3" CENTER STILE 16'-2° N 7'-e 5 SECTIONS IV` -- DAB DOORS INC. is _ 7'-9 0 4 SECTIONS 18" 1 SECTION 21" OUTSIDE END STILE INSIDE ELEVATION Hurricane Master® Model 824 811 S' 3 SECTIONS 18' 2 SECTIONS 21" HANDLE RAISED PANEL EMBOSSED DOOR j 8'-3" 2 SECTIONS 18" 3 SECTIONS 21' Max. Size 16'-2" X 16'-O" High s'-8" 1 SECTION 18' 4 SIXTIONS 21° With Window Ute Option 8'-9° 6 SECTIONS 21' - 9' IS SECTIONS 18' - ° LOCK BAR GUIDES W-30 15 SECTIONS 18" 1 SECTION 21° 4 INSTALLED ON END STILE DESIGN PRESSURE RATING = + 48.0 PSF 9'-6' 4 SECTIONS 1s' 2 SECTIONS 21" ° WITH (4) #14 X 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 52.0 PSF c 9'-9' 3 SECTIONS IV 3 SECTIONS 21' C • ° 4 S 21" 18T X .6W LOCK BAR 10 2 SECTIONS 1 B ECTIONS 10'-3" 1 SECTION f8" 5 SECTIONS 211° ENGAGES IN TRACK GENEBAL NOTES v ON EACH SIDE OF DOOR 10'-8" 8 SECTIONS 21' -- CENTER STILES SCHEDULE 'A' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 10'-9* a SECTIONS 18" 1 SECTION 21" CENTER STILES CONFIGURATION REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING l • OPTIONAL 11 8 SECTIONS 18 2 SECTIONS 21 HIGH VELOCITY HURRICANE ZONE 11'-3° 4 SECTIONS 18" 3 SECTIONS 21' OUTSIDE KEYED LOCK DOOR wroTIiS OF CENTER STILES Es " 8-0 TO 9-1 2 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. f 1-8 3 SECTIONS 18 4 SECTIONS 21 ® ®1M 0 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL - 19--9 2 SECTIONS 1 s SECTIONS 21" LOCK BAR LOCKING SHOWN 10-0 TO 11—10" 2 c m c 12' 1 SECTIONS 18' 8 SECTIONS 21° 5 ALT. TO LOCKS SHOWN ABOVE 12'-0° TO 13'-10' 3 DRESSING OR STUCCO. o C r 12'-3" 7 SECTIONS 21' - I 8'-0" TO 9'-10° i 14'-0° TO 1$'-10" 4 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 12'-8° 6 SECTIONS 16" 2 SECTIONS 21' DOOR WIDTHS �' 16'-11° TO 18'-2° 8 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN c ° ''` '` ° _ 12'-90 5 SECTIONS 18" 3 SECTIONS 210 ICI I� THESE DETAILS ARE NOT PART OF THIS APPROVAL 13 " 4 SECTIONS 1 . 4 SECTIONS 21" ®� ® �® 13 In ® ® ® ®® 5. A LOAD DURATIrNGRlSUS® IN DESIGN OF ANCHORS INTO WOOD ONLY. e 13'-3* 3 SECTIONS 18 5 SECTIONS 21 13'-6' 2 SECTIONS 18" 6 SECTIONS 21" 13'-9° 1 SECTION 1$" 7 SECTIONS 21' GI1iIL � I \ I 14' 8 SECTIONS•21" - 10'--0" TO 11'-10" 14'-0° TO 15'-10" CAN.��Q2. "0 c 'mod' °� ` 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS 14'-8" S SECTIONS 1 4 SECTIONS 21 i N° �r��rt� ♦�+� 14'-9° 4 SI CT10NS 18' S SECTIONS 211' 8 � " 'O�"�'!J� v 15'" 3 SECTIONS 18' 8 SECTIONS 21" rn ® 11 ® ® ® 13 ®1� By drawing no. 15'-3".2 SECTIONS 18° 7 SECTIONS 21 fvd — 1W-6" 1 SECTION 18" 8 SECTIONS 21' 15'-9°19 SECTIONS 21'1- REFER TO SHEET 2 12'-0" TO 13'-10" 15'--11" TO 16'-2" 18' 16 SECTIONS 1110 4 SECTIONS 21 FOR U-BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS sheet 1 of-6--1 I II Mimi Y _ _ Jmlml-m �l Y ♦ R �I R A v v IRE iWm, Mimi I UNION= !Mimi 101ml i 1 • r I IIA AII I II �r v r v r v r r f r - N�!mimimimi�I r. JAVAVI imim Mimi drawing no. , MM W N N / r _ 24 GA. SjPANEL Z FLAPS BENT OVER PANEL ° Jjyj �J + ° CY ° _ a C d 1/20 PUNCHED HOLES O® 4" O.C. USE REINFORCING 'U' BAR AT 0. j 16 GA. X 2-1/40 X 3/4" X 2- TOP SECTION ONLY AT I Q a <p GALV. S'T'EEL U.BAR REINFORCING TRUSS 16 GA. X 2-1/4" X 3/4" X 20 FOUR SECTION DOORS � Q 0 t: � ® BOTTOM OF PANEL TRUSS FASTENED TO GALV. STEEL U.BAR REINFORCING TRUSS O N VERTICAL INTERMEDIATE STILES W/ TWO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES #14 X 5/8- S.M.S. AND TO END STILE W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR #14 X 3/4" SELF DRILLING S. W/ FOUR # 14 X 3f4- SELF DRILLING SCR. 1/2" X 1-3/4" X 16 GA. OPEN TUBE 0 TOP & TIOTTOM OF EACH PANEL 3/16- POP RIVETS I AT 4" O.C. ® (5) FOR 18" STILES M 16 GA. X 2-1/4" X 3f4° X 2" BOTTOM SEAL GALV. STEEL U.BAR REINFORCING TRUSS .058 ALUM PLATE TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES WITH 1/8" X 1° S M S. �r 48" O.C. - - W/ TWO 14 X 5/80 S.M.S. AND TO END STILE END STILE N vj AND RUBBER WEATHERSTRIPPING W/ FOUR i# 14 X 3/4" SELS DRILLING SCR. Z .024" STL PANEL ari o I 1.ST SECTION (BOTTOM) INTERMEDIATE SECTIONS TOP SECTION OUTSIDE of DOOR O REINFORCING REINFORCING z .. o OPTIONAL STOP MOULDING BY STEEL TRACK BRACKET FASTENED DOOR INSTALLER N " TO WOOD JAMB WITH 14 X 5f8- SMS 3/4" X 2" X 2-1/2° X .049" STEEL N 5/16 X 1-5/8 LAG SCREW PER HINGE END STILE, CONNECT TO PANELS WITH ( rl FULLY THREADED) FLAPS AND {5) OR (6) 3/160 ALUM RIVETS HEX WASHER HEAD TYPE A 1/2- X 1-3/4- X .058- FORMED STEEL SEE DETAIL ABOVE GLUED TO PANEL AND SECURED TO SOLID BRASS DOOR VIEWER SOUTHERN PINE 51 G END STILE WITH (4) 3/18" POP RIVETS BY 'SCHLAGE SECURITY HARDWARE' ° 1-7/8- X 2—%8a X .0490 STEEL EDGE INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE o ; CENTER STILE. GLUED AND RIVETED DISTANCE POSITIONED AT EYE LEVEL a a TO PANEL W/ (4) 3/18° RIVETS POP RIVETS !" 20 MIN. # 14 X 5/8" S.M.S. De ' e�a 1-•3 16. v Ep 4/ HINGE 1 �O boi 1 1 1--3/160 I 380 POWER—BOLT BY 'POWERS' 2 MIN. EMBED INTO CONC. 9 MIN. EDGE n a n a ONE PER BRACKET .N d 1.9 X 2.19 X 3.3 X 090 SEE SHEET 3 FOR BRACKET SPACING STEEL TRACK BRACKETS 1 1 1 1 C o W U. 0 x SEE SHEET 3 FOR SPACING I •� ,uavAO �AA � e OML' t"RODtJL"!' 1 1 FLA. PE 70591` 7-1/20 X .050" 1/4-20 SS BOLT C A I ", as Y�wi8t 1 GALV. STEEL INTERIOR SIDE 7_1/2" x .071r- & NUT ' A as 1 d� STEEL TRACK CENTER HINGE END ROLLER HINGE IS ° 14 GA. X 2-°1/80 X 1- (STANDARD) c 12 GA. X 3-5/160 X 1-1/2" (OPTIONAL) 7/8" PUSHNUT 1.82" DIAL X .500 STEEL ROLLERS {STD. e!' drawing no. Op FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 0 n Q Wf 1 f 4-20 X S/8" TRUSS HD. 1 2.750 DIA, X5 PLASTIC ROLL EEL L ROLLERS (OPTIONAL 8 SLOTTED M YS; NUT SECTION B-B WITH 4-1/4- STEM sheet 3 of 6 POP RIVETS 5f16- X 1-5/8" LAG SCREWS INTO W000 OR HORrz. TRACK SUPPORT. 2 X 2 X 1/8- HORIZ. ANGLE 2" GALV. X 5-1/2" X 3" X .104" + 5/16" SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS SPOT WELDS TO -1/2 TRACK �°'`'°� • GALV. STEEL " WITH TWO WELDS AT 1-1/2- APART �� I I TOP ROLLER BRACKET WITH 1-1/4 EMBED INTO MASONRY EEDING 8 FT. IN HEIGHT 3 PER BRACKET �1 FIRST AT 3' O.C. � I FASTENED W/ (6) 1# 14 X 5/8" S.M.S.- - I I A ,.--1 CONNECTED TO FLAG REST 9- G0 z 00 W/ 3/8-16 X 3/4" BOLT & NUT � 0 T STEEL ADJUSTABLE 2-1/2- X 4-1/4" X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH SLIDE FASTENED TO BRACKET - - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE -- A +- � (2) 1/4-20 X 5/8" BOLT & NUT W/ 5/18--18 X 3/4" HEX HEAD FASTENED TO TRACK M. SCREWS & NUTS. - - WITH (4) 1/4-20 SS. BOLT & NUTS -- HORIZ. TRACK LENGTH OPENING HEIGHT PLUS 12" C + TOP BRACKET a (STANDARD) TOP BRACKET (OPTIONAL) a LOW HEADROOM DOOR VERTICAL TRACK 14 GA. GALV. STEEL TRACK 2-1/8" X 1- X .080" p HORIZONTAL REINFORCEMENT SECTION A-A �► 1/2- X 1-3/4- X .058- FORMED STEEL 0 IL d d GLUED TO PANEL AND FASTENED TO 04 -4 — VERTICAL STILES WITH 20 X 5-1/2" X .104" Q; .O (2) 3/18- POP RIVETS FASTENED W/ 4) 14 X 5/8" S.M.S. a y LOwOEAD OM BRACKET OPTION DOOR * SECTION HEIGHTS BRACKET PLACEMENTS a HORIZONTAL REINFORCEMENT 4 g 1/2" X i-3/4- X .058- FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH B1 B2 83 B4 85 86 B7 88 GWED TO PANEL AND FASTENED TO 6'--0" 18" 18" 18" 18- N/A in 11-3/4" 230 34" 45" 56- 67" - VERTICAL STILES WITH (2) 3/16- POP RNETS W-6" 21" 18. 18" 21" N/A 1" 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- - 5/16- MEETING RIB 7'-6- 18. 16" 18" 18" 18" 1" 11-3f4- 23" 34" 45" 56" .57" 78-1/4- + " " 8'-0" 21P 18" 18" 18. 21" 1" 11-3/4" 23- 34- 45- 55- 67" 78-1 f 4" 00 1.82w DUL X .50 a STEEL ROLLERS = *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM M W/ .44 DIA. X 5- STEM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL. TRACK BRACKETS AT 10" O.C. 5 M 3 a N OPTIONAL INSULATIONS: BY -mm= MODUCTS LLC °� 1.9" X 2.19- X 3.3" X .090" U EPS-EXPANDED POLYSTYRENE 0 M DENSITY = 1.05 PCF STEEL 16TRACK H RACKETS ? Z m N.O A. X107-1107.08 �° CONNECTED TO TRACK WITH � �OD a 1 OR - LSO-25 POLY-ISOCYANURATE ) 1/4 BOLTS NUTS. O �o _ DENSITY = 2.0 PCF oo �' �8 � N.O.A. #07-0301.10 p Z OR & Lo BY 'INSULFOAM LLC'• p DENSITY = 0.92 PCF c N d N.O.A. X07-7016.07 + 14 GA. GAIN. STEEL l� s#HINGES FASTENED m MIN. .024" ROLL FORMED STEEL. PANEL co DMRAWING QUALITY 0-40 0 IN. YIELD STRENGTH - 39 KSI WITH PRIMER AND BAKED—ON APPLIED TO BOTH OSIDES OF STEELK CONFIGURATION Z a ug VERT! L LIFT HIGH L{FI STANDARD LIFT LOW HEADROOM 0 , x cawwnx 12 0A. GALV. STEEL DOUBLE TRACK BOTTOM BRACKET' FASTENED � � �Rp�+K PONS W/ (4) i# 14 X 5/8- SMS �-r) Umn.JAVAD Ali BOTTOM SEAL •'FLA. P£` 7.0591 . AIM wlbb i110'il!101r g .058 ALUM PLATE 3538 + WITH 1/8" X 1" S.M.S. 0 48" O.C. CA.N.•4` ' #AQft Coo Ll Q AND RUBBER WEATHERSTRIPPING 041 " y8"' drawing no. SEE SHEET SECTION R LOCATION 98-05 OF REINFORCING TRUSSES sheet 4 of $ ' nlN DI DG ST. z 1-1/2" MIN. alo a 3 1 DIST. 2 Z 3' P 26Y 1/4" DIA. LAG SCREWS 2BY i 1/4" DIA. LAG SCREWS d, WOOD B AT 6° FROM ENDS AT 6" FROM ENDS a 1 AND 11" O.C. MAX. WOOD I AND 11" O.C. MAX. n oIL \10 0 W OD BUCK CONNECTION TO WOOD SUBST 00 ANCHOR SPACING p ANCHORS STRUCTURE EMBED SPACING EDGE DIST. v 3/8" HLC SLEEVE BY HILTI CONC. 1-1 4 8° 2- 3 8" HLC SLEEVE 13Y *WTI' FILLED 13LOCK 1-1 4° 4" Q� 5/16" X 1-5/8- 31W DYNABOLT BY ITW' CONC. 1-1 2 8" 30 STEEL STRUCTURE BY OTHERS 1/2" DYNABOLT BY 'i1W' FILLED BLOCK 1-7 8 8" Z uj N IA 1�p S MUST SUPPORT THE LOADS IMPOSED 3/5- POWER-BOLT BY PO CONC. 2" 8- 0" — m BY DOOR 3 B SLEEVE—ALL BY SIMPSONS CONC. 1-1 2 8" 3" rn p I CONCRETE f'c a 3000 PSI MIN. 0 3i Q ° 5/18' OIA. BOLTS C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. O Z WITH WASHER & NUT c7 O W0012 FRAME BUILDIN 4n' o. AT 12" O.C. MAX. EDGE DIST. ce " STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) 9 cv— SHALL BE FRAMED SOLID BY NOT LESS THAN N (3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER dh , WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. 1-1//4° X 2-1//2" X 14 GA ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE 1-1J2" LI1j2" CONT. STEEL ANGLE SUPPORTING STRUCTURE. R WOOD BUQK CONNECTION TO MASONRY 1F ATACKETS LONG 8 �i TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE AT 120 O.C. IN DOOR OPNG. o TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO AT 18 O.C. ABOVE DOOR OPNG. GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH CONNECTED TO CONT. ANGLE 1/4" ULTRACON BY 'ELCO' WITH SPACING OF W/ (3) SPOT WELDS AT EACH SIDE 2-1-l8- X 1- X 14 GA. 12 O.C. INTO BLOCK WALL„ WITH 2-1/4 MIN. EMBED GN-VV• STEEL TRACK Z 9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4- MIN. EMBED FA//ST((EN))ED//TO TRAC//K PLATES 2-1/2- MIN. EDGE DISTANCE SLOTI2�D14.4. &0' NUTSS HD. Ile TAPPER BY 'POWERS' WITH SPACING OF c $ o •- 8 O.C. INTO BLOCK WALL, WITH 1-1/2 MIN. EMBED 0 9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED Z C4 0 6 a 3 MIN. EDGE DISTANCE ALTER AM TRACK INSTALLATION •4) 0 a ti a x 3/8" CONFLEX BY 'ELCO' OR 3/8" LDT BY 'ITW' WITH SPACING OF 21. O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2- MIN. EMBED 3" MIN. EDGE DISTANCE ,Engr. JA A0. a 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF . ' CIVIL P QD>E3C1 M'"M I 10" O.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. FLA. y1jr2 al�co�iy wilbIftPla�iAs- � I 11" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND A S 2-112" MIN. EDGE DISTANCE THE BLOCK WALL CELLS 1 r ZI' # 55 SHALL BE GROUT FILLED AND REINFORCED � LU ALL BARS SHALL HE CONNTIINNUOUS FFRROM TIE BB�S D F INTO TING BEAMS a`' V By � drawing no. PREPA13ATION OF JAMBS BY OTHERS 98-•05 sheet 5 of g �r * PLASTIC COMPLIES WITH .500 250 • DOOR PMEC SECTION 2612 OF FBC 2007 24 GA. (.024) STEEL MN, SEE EVIDENCE PAGE 00 C 1.765 1.725 OPTIONAL WINDOW UTES IN ANY LOCATION o 7/16° OK. WASHER 1444 d it #8 X 3/4" SMS 21 3/4" r, I 1800 3/8 FROM ENDS MAX MR vq A ND 7"O.C. MAX WDW. WI DTH 0 vq EXTERIOR FRAME * INTERIOR FRAME � 00 o (4) 1 X 3/4" SMS . A 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION $ ® 1-3/8° FROM ENDS op J {L, z y l i j i AND 8--1/2" O.C. MAX. '" ,� d D.L.O. . z rI Ijl ' IIII 175 X .062 DEEP % W j I j I GROOVE LU !I!I g4" POLYCARBOIaATE LEXAN �.� j!j SABIC NNOVATNE PLASTICS !j!j NOA #08-0305.02. 4�i IIII Z {/) i O O % % l % % o j % mrgig U) CD pa � �I�i CC % i !ill �� .. !I!I 0) � ... C4= 60 il!I IIII , 175 X .062 DEEP /, i GROOVE G Fi (4) #8 X 3/4" SMS INSIDE ELEVATION 19 I r 0 1-3/8" FROM ENDS I . . + AND 6_1/2" O.C. Max RAISED PANEL EMBOSSED DOOR WITH WINDOWS $ ! #8 X 3/4" SMS C j �j� ► ® 3/8" FROM ENDS 175 X .062 DEEP AND 4-1/2" O.C. MAX. GROOVE m ° e c3 d #8 X 3/4" SMS i c L-L- 0 3/8" FROM ENDS AND 7" O.C. MAX. r— —�— — 7/18" DIA. WASHER FLA_ — — -- -— --- — - --- = CIVIL. P+ROD>tl�C>1'Rri+V1;3ED I ` 7Q692 ascl�alptavrilr�lif0>Rlne I 24 GA. (.D24)D STEEL MIN. EXTERIOR )OW DOOR PANEL 15/16° MN. D.L. OPG. aY drawing no. 24 GA. (.024) STEEL MN, GLAZING SITE '® �Q�� lulair � � 98-0 5 WINDOW WIDTH sheet 6 of s