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WS-13-80304115/2013 10:51 . .. N Miami Shores Village Building Department 10050 NY -2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUMDING PERMIT APPLICATION Permit Type: BUILDING 02957 P.001 /002 APR 17 2� L/ FBC 20 j"' Permit No. Master Permit No. .3�� ROOFING JOB ADDRESS: 395 NE 97 STREET City. h—fiang Shores County: Miami Dade Zip: Polio/Parcel#: 11-3206-013-5800 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name {Fee Simple Titleholder): B & L REALTY HOLDINGS, LLC Phone#: 305-219-3448 Address: 3900 NW 2ND AVENUE City: MIAMI State: FL gip: 33127 Tenant/Lessee Name.• Phone#• Email: CONTRACTOR: Company Name: J t5 C• CA!a Sq:C © QCKr t r e Phone#: 3o S- j Address: i -ty!'3 til'W G!In $ City: Oia Qualifier Name: state F= L Zip: 33+019 Phone#: State Certification or Registration #-. Certificate of Competency # Contact Phone#•®�� �-� Email Address: �O� , �� �, �' ®®� C� DESIGNER: ArchiteettEngineer: .. Pho Value of Work for this Permit: $.1795 SguarelLlnear Footage of Work: 200 Typp of Wm*! DAddifinn i]Altemlinn . I lNew f7Relmir/Rerlare [WemoRtion Description of work: REPLACE GARAGE DOOR Color thru tile: Submittal Fee $S �%'-� Permit Fee $ ®� CCF $, CO/CC $ Scanning Fee $ i Radon Fee $ DBPR $ Bond $ Notary $ Training/Education- Fee $ Technology Fee $ Double Fee $ Stractural Review $ TOTAL FEE NOW DUE $a t2 - 04/15/2013 10:51 #2957 P.002 /002 bonding Company's Name (if applicable) Bonding Company's Address state Mortal 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 EWROVEMENTS 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 conswwdon lien law brochure will be delivered to the person whose property is subject to attachment. Also, a cernfled copy of the recorded notice of co must be posted at the job site for the forst inspection which occurs seven (7) days *er the building permit is issued the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature or Agent Contractor The foregoing instrument was acknowledged before me this 15 The forej g ' t was cekno edged before me this day of APRIL 20 by MICHAEL BROMLEY , day of 20Z, by who is,zonally kno to me or who has produced wh6 pens y known to me who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: IX rx-3.-- print: RONNI BLANK My Commission Expires: APPROVED BY Structural Review (Revised Y1=12)Wv18ed 07nW7)Tevised 06t1QWW) vLsed 3/15/09) Zoning RONNI f, ,- ,�aNk C EF000573 EXPIRES Q '—A, 2014 FloddaNW Wm ,r Planes Examiner Structural Review (Revised Y1=12)Wv18ed 07nW7)Tevised 06t1QWW) vLsed 3/15/09) Zoning Detail by Entity Name Contact No Events No Name History Return to Search Results E -Filing Services Document I by Entity Name & L REALTY HOLDINGS, LLC ment Number L12000005416 IN Number 45-4288296 Filed 01/11/2012 or Country FL s ACTIVE 100 NW 2ND AVE IAMI, FL 33127 100 NW 2ND AVE IAMI, FL 33127 3OMLEY, STEPHEN R 100 NW 2ND AVE IAMI, FL 33127 ame Changed: 01/25/2013 & Address [2�TP. Irl 3OMLEY, MICHAEL W 100 NW 2ND AVE IAMI, FL 33127 tie MGRM --IDESDORF, EDMOND H 100 NW 2ND AVE IAMI, FL 33127 Report Year Filed Date 2013 01/25/2013 Page 1 of 3 Entity Name Search http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetaillEntityName/flal-11... 4/17/2013 04;15!2013 09:33 3053629272 THE HURRICANE MASTER 1292 t.j fc. ' ALwFAR00Q 1�) PRODUCT - �� County : Miami Dade Wind Speed : 1.75 MPH Risk Category : U Exposure Category ; C 1. Client 2. Projett Name: 3. Project Address: 4.1>3niiding 9eight` MF.AI� P FOR ROOF H7: 2I; Pap + PSF - 15 38.1 49.7 I 38.6 50.3 -17 39.0 50.9 1.8 39.5 51.5 19 39.9 52.1 JUw-s 6 (Red ,3 5" NA'g7 s 8 , m.rAmC5 FG a 16 crr� 5_STATE zip (See Fid— e 1 above) MAJLISVI[T1VI DESIGN LOADS FOR BUILDINGS EQUAL OR LTSS THAN 25 FEET. �V mn►�r� wrrlt AMR 9L0PS > 70 DEGREE FOR SULIDING WrJ R ROOF 9LOYE < 10 DTf GitER 9 41.9 U 47 l9 .9 713 A" 45.4 Notes :- - h- Eave height far roof slope a 10 degree. - Table above shows maximum design load for shown building he i» end zone. For any other conditions/ zones, design load; to be evaluated on project basis 6 2013 Disclaimer:- -.This document is not valid without the embos.Qed seal 4f an engineer employed by Al-Faroog Corporation JAVAD AHMAD, P -F,. - No portion of this document may be used or reproduced in aro) manner. FL# 10592 HD CAN 0 3538 (axeept, however,. for that portion of ASCE 7-10 set forth herein). 1.235 SW 87th Avenue I Miami, FL 33174 1 T: 305.264.9100 1 F: 305.262.69781 www.afceng-com I filth rooq®afeeng-cusp F m CY w ac 0 m �) �. o v q Z z o a o W e � Q Q N m c MAJLISVI[T1VI DESIGN LOADS FOR BUILDINGS EQUAL OR LTSS THAN 25 FEET. �V mn►�r� wrrlt AMR 9L0PS > 70 DEGREE FOR SULIDING WrJ R ROOF 9LOYE < 10 DTf GitER 9 41.9 U 47 l9 .9 713 A" 45.4 Notes :- - h- Eave height far roof slope a 10 degree. - Table above shows maximum design load for shown building he i» end zone. For any other conditions/ zones, design load; to be evaluated on project basis 6 2013 Disclaimer:- -.This document is not valid without the embos.Qed seal 4f an engineer employed by Al-Faroog Corporation JAVAD AHMAD, P -F,. - No portion of this document may be used or reproduced in aro) manner. FL# 10592 HD CAN 0 3538 (axeept, however,. for that portion of ASCE 7-10 set forth herein). 1.235 SW 87th Avenue I Miami, FL 33174 1 T: 305.264.9100 1 F: 305.262.69781 www.afceng-com I filth rooq®afeeng-cusp MIAMFDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY. 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA www.mi j aade.gov cera/ 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: Hurricane Master® Model 824/811 Steel Sectional Garage Door 161-211 Wide x 161- 0" High (Reinforced) with Window Lite Option APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door, dated 02123/1998, 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. 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 manufaeturer or its distributors and -shall. be. available for inspection at the job site at the request of the Building-Offleial. This NOA revises NOA # 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.L. NOA No. 12-0110.08 E ubrrym Expiration Date: July 21,201S Approval Date: March 1, 2012 Page 1 DAB Door Company, Inc. OTICE 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 Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS ,subnd&d 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 Hurricane Engineering & Testing Inc., Report No. HETI-07-4267, 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-11-3206, 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 01/29/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0217.02" 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-Sella, 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, P.E. wzogoa 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 Comp@MLnc. 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. "Submifted underNVOA # 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 I. 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. 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. � yZ Zpi2 C rlos rvL Utrera, P.E. Product Control Examiner NOA No. 12-0110.08 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 E -2 7—i/2' X 3" X .071 " GALV. STEEL END ROLLER W/ (6) #14 X 5/8" SMS 7-1/2" X 2-1/4" X 18 GA. GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8' SMS TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" STEEL PLATE WITH ONE 5/16-18 MS W/ NUT MIN. LOCK ENGAGEMENT CONFORMS TO F C 1012 REGARDING GARAGE DOORS 158 DIA. G�ALV. AIRCRAFT TYPE WIPABLE . MIN. 5 TOIC10—�4F SLEEVE 7"X3"X0.1" STEEL PLATE WITH (4L,14 X 3/4" SELF DRNG SCREW$ BRACKET STD. LIFT DOOR DOOR HE10HT CONSISTS OF TOTAL # OF 'U' BARS AT EACH DOOR 8'-8" 2 SECTIONS 18" 2 SECTIONS 21" 3 8'-9" 1 SECTION 18 3 SECTIONS 21" 7' 4 SECTIONS 21" - 7'-3" -- - 7'-8" 5 SECTIONS 18' - 7'-9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" 8'-3" 2 SECTIONS 18" 3 SECTIONS 21" 4 8'-6' 1 SECTION 18" 4 SECTIONS 21" 8'-8" 15 SECTIONS 21" - 9' 8 SECTIONS 18" - W-3" 5 SECTIONS 18" i SECTION 21" 9'-8" 4 SECTIONS 18" 2 SECTIONS 21" 9'-9" 3 SECTIONS 18" 3 SECTIONS 21' 10' 2 SECTIONS 18' 4 SECTIONS 21" 10'-3" 1 SECTION 18" 6 SECTIONS 21" 10'-8" 6 SECTIONS 21' — 10'-9" 8 SECTIONS 18" 1 SECTION 21' 5 11' S SECTIONS 18" 2 SECTIONS 21" 11'-3" 4 sEC1fONS 18' 3 SECTIONS 21" 11 1-60 3 SECTIONS 18' 4 SECTIONS 21" 11'-9 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS le 8 SECTIONS 21" 12'-3' 7 SECTIONS 21" - 12'-8" 8 SECTIONS 18" 2 SECTIONS 21' 12'-9" 5 SECTIONS 18' 3 SECTIONS 21' 13' 4 SECTIONS 18" 4 SECTIONS 21 13'-3' 3 SECTIONS 18 5 SECTIONS 21" 13'-8" 2 SECTIONS 18' 8 SECTIONS 21' 6 13'-9" 1 SECTION le 7 SECTIONS 21' 14' 8 SECTIONS'21" - 14'-3' 8 SECTIONS 18' 3 SECTIONS 21" 14'-8' 8 SECTIONS 18 4 SECTIONS 21 14'-9' 4 SECTIONS i 5 SECTIONS 21" 15' 3 SECTIONS 18" 6 SECTIONS 21' 15'-3" 2 SECTIONS 18" 7 SECTIONS 21" 15'-8" 1 SECTION 18" 8 SECTIONS 21' 15'-9" 9 SECTIONS 21" - 18' is sECTIONs 18-14 SECTIONS 21 WITH (4) #14 X 3/4" SDS J\LLOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS 18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR ,,..., OPTIONAL _OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALT. TO LOCKS SHOWN ABOVE 13 10'--0" TO 11'-10" DOOR WIDTHS OPTIONAL DOOR VIEWER INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT CENTER STILES CONFIGURATION DOOR WIDTHS # OF CENTER STILES 8'-O" TO 9'-10" 2 101-0" TO 11'-10" 2 12'-0' TO 13'-10' 3 14'-0 TO 1S' -1O" 4 15'-11" TO 18'-2" 5 14'-0' TO 15'-10" DOOR WIDTHS 13 REFER TO SHEET 2 12'-0" TO 13'-10" 15'-11" TO 16'-2" FOR U—BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS GENERAL NOTES THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALL BOLTS, NUTS AND WASHERS SHALL. BE ZINC PLATED CARBON STEEL. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION. INCRE— SR iS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • CIIiIL• FLA. PE -105Q2 C.A.N. B to IAV 0 drawing no. 98-05 sheet 1 of 4 SECTION DOOR HEIGHT RANGE a' -s" TO r -G" (3) U -BARS 5 SECTION DDDR HEIGHT RANGE 7'-8' TO 8'-O" (3) U -BARS 5 SECTION DOOR HEIGHT RANGE 8'-3" TO W-9" (4) U -BARS 6 SSi=��TION DOOR HEIGHT RANGE 9'-0" TO 10'-3" (4) U -BARS _7 SECTIONDOOR HEIGHT RANGE 10'-9" TO 12'-3" (5) U -BARS 8 SECTION DOOR HEIGHT RANGE 10'-a" (b) U -BARS • a SECTION Q= HEIGHT RANGE 12'-9" TO 13'-3" (5) U -BARS 2 SECTION DOOR HEIGHT RANGE 1a'-3" TO 1a'-9" (a) U -BARS t0 SECTION DOOR HEIGHT RANGE 18'-0" 8 SECTION DOOR HEIGHT RANGE 13'-8" TO 14'-0' (8) U -BARS t 00 rn < fj • N QO W m (n Mom I Boa oZ LO C-4 F' Y F= tgr JJAVAY I (r,[tOD[lMBV M p CIVIL , wily itbe FJcltide FLA. PE 70592 C.A.N. 38,E Ot4l drawing no. � 98---05 sheet 2 of—6 6X2-1 4'X3/4"X2' vvuv. STEEL UAAR REINFORCING TRUSS ® BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO W/ FOUR#14#14 .X. 3/4 SELF DRILLING S. 1/2- X 1-3/4- X 16 GA. OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL BOTTOM SEAL .058 ALUM PLATE WITH 1/8' X 1" S.M.S. 0 4B" O.C. AND RUBBER WEATHERSTRIPPING IST SECTION C807TOM: REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16- X 1-5/8" LAG SCREW (FULLY THREADED) HE! WASHER HEAD TYPE A SOUTHERN PINE 0.85 S.G.I.e I. MIN. 1--3/16" 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- (STANOARD 12 GA. X 3-5/16- X 1-1/2- (OP ZONAL FASTENED TO TRACK PLAig W/ 1/4-20 X 5/8' TRUSS H0. SLOTTED M.S. & LOCK NUT 16 GA. X 2-1/4' X 3/4" X 2 - GAIN. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4- SELF DRILLING SCR. INTERMEDIATE SECTIONS REINFORCING OPTIONAL INNSS"TALMOULDING 14 X 5/8" SMS PER HINGE 1/20 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 CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS POP # 14 X 5/8' S.M.S. F 4/ HINGE 7--1/2" X .050" GALV. STEEL CENTER HINGE 7/8- PUSHNUT INSTALLED ON ROLLER SHAFT 24 GA. FLAPS BENT OVER PANEL ORCING 'U' BAR AT ON ONLY AT TION DOORS 16 GA X 2-1/40 X 3/4" X 2" GALV. STEEL U BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 0 14 X 5/8- S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELLS DRILLING SCR. We jPL*ffilf0L INTERIOR SIDE 7-1/2' X .071 - END ROLLER HINGE X4" X 2" X 2-1/2" X .049" STEEL D STILE, CONNECT TO PANELS WITH FLAPS AND (8) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE u 1/2' PUNCHED HOLES 0 4" O.C. 0 e 3/16" POP RIVETS AT 4" O.C. �8 FOR 21" STILES 5 FOR 18" STILES it y%tj SOLID BOSS DOOR11i EWER BY 'SCHLAGE SECURITY HARDWARE' b EDGE INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL .� • , ape ,�,4-*3j 1.82- DIA. X .50- STEEL ROLLERS (STD. 1.82- DIA. X .50- PLASTIC ROLLERS (OPTIONAL) 2.75" DIA X .50" STEEL ROLLERS (OPTIONAL) WITH 4-1/4- STEM 3�8" POWER—BOLT BY 'POWERS' 2 MIN. EMBED INTO CONC. 2" MIN. EDGE DIST. ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING ' OWL' FLA. PE 170592 1/4-20 SS BOLT C A & NUT PRODI fR�rrts�u I ;0im*ft_widt the l bdds Nesipwim o 1 S 9y — - -- a d drawing no. POP RIVETS 5/16° X 1-5/8" LAG SCREWS INTO WOOD OR 2" 2-3j"6° X 5-1/2" X 3" X .104" * 5/16° SLEEVE ANCHORS GA. STEEL TOP ROLLER BRACKET WITH 1-1/4" EMBED INTO MASONRY N FASTENED W/ (6) i 14 X 5/8" S.M.S.- - 3 PER BRACKET 22 090 SLIDETFASTENED STEETO L TABLE _ 2-1/2° X 4-1/4° X 13 GA. STEEL PLATES W/ 5/16-18 X 3/4" HEX HEAD WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE M. SCREWS & NUTS. FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS TOP BRACKET (STANDARD) TOP BRACKET OPTIONAL) LOW HEAD OM DOOR HORIZONTAL REINFORCEMENT /2" X 1-3/4" X .OSB" FORMED STEEL ;LVED TO PANEL AND FASTENED TO zVMCAA 8"STILES R fH 2" X 5-1/2' X .104° POP GALV. STEEL FASTENED W 4 14 X 5/8" S.M.S. TO RCiULER BRACKET FOR LOW HEADROOM DOOR OPTION a SECTION A—A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 1.82" DIA. X .50" STEEL ROLLERS W/ .44 DIA. X 5" STEM OPTIONAL INSULATIONS: BY 'DYP1 d_ST PRADLICTS LLC' EPS—EXPANDED POLYSTYRENE DENSITY = 1.05 PCF OR N.O.A. #07-1107.08 ISO -25 POLY—ISOCYANURATE DENSITY to 2.0 PCF N.O.A. #07-0301.10 OR 13Y 'UISULF LLC' DENSITY = 0.92 PCF N.O.A. #07-1016.07 14 GAL GALV. STEEL ROLLER HINGES FASTENED W/ (6) # 14 X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY 0-40 MIN. YIELD STRENGTH = 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BO T(O, BRACKETS HASTENED OTTOM SEAL 158 ALUM PLATE "ITH 1/8" X 1" S.M.S. ® 48" D.C. NO RUBBER WEATHERSTRIPPING m -1— m m TRACK CONFIGURATION HORIZ. TRACK SUPPORT. CENTER SUPPORT READ. ON DOORS EXAEEDING 8 FT. IN HEIGHT I I A -. --A .� J HORR. TRACK LENGTH = OPENING HEIGHT PLUS 12° 2 X 2 X 1/8" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2- APART FIRST AT 3" O.C. REST AT 9" O.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8-16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4-20 X 5/8" BOLT & NUT VERTICAL TRACK f — " 2-1/8" X 1" X .080° SECTION A -A DOOR 0—SECTIONS * SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1 ST 2ND 3110 4TH 5TH Bi 82 83 B4 65 86 B7 88 6'-0" 18" 18" 18" 18" N/A 1" 11-3/4" 23" 34" 450 56" 67" — 8'-6" 21" 18" 18° 21" N/A 1" 11-3/4" 23" 34" 45" 56" 67° — 7'-0" 21" 21" 21" 21" N/A 1" 11-3/4" 23° 34" 45" 56° 67" — 7'-6" 18" 18" 18" 18" 18" 1" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" 8'-0° 21 " 1$" 18" 18° 21- 1- '11-3/4" 23" 34" 1 45" i 56° 8-1/4" 1 67" 78-1/4- *—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 100 O.C. 1.$" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS 2-3/1 So HIGH CONNECTED TO TRACK WITH (4) 1/4° BOLTS & NUTS. _ a _ : P0 CP44 FLA PE -47059i'.. C.A. 33553386 • , ' � o.� Za11 LOW H ROOM DOUBLE TRACK u 9 LAJ 00 Cpo 04 M N a� z006� g3' 0 '50) Q z 2 tq Q90 6 joyj ga 11610 z L3& a as v0i0iyblgv+dih*Wm8tlda AAllaao8t6 woe • &V Rv drawing no. 198-05 E /4" DIA. LAG SCRL1 T 6" FROM ENDS ND 11" O.C. MAX. STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. WOOD BUCK CONNECTION TO _MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X6 SYP WOOD JAMBS 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 BLOCK WALL, WITH 2-1/4- MIN. EMBED 9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 8" O.C. INTO BLOCK 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 'TTW' WITH SPACING OF 21" Q.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HLTI' WITH SPACING OF 10" O.C. INTO 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 THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR I S BARS EXTENDING INTO FO0' NG AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. /4" DIA. LAG SCREWS W 6" FROM ENDS kND 11' O.C. MAX. 5/16" X 1-5/B" LAG SCREEWWSS AT 11" O.C. 1 -1/2 - STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM WDIA, BOLTS H WASHER & NUT AT 12" O.C. MAX. 1-1 4" X 2-1/2- X 14 GA CONT. STEEL ANGLE 12 GA. GALY. STEEL FLAT BRACKETS &3" LONG AT 12" O.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ANCHOR SPACING ANCHORS STRUCTURE EMBED I SPACING EDGE DIST. 3/8" HLC SLEEVE BY HLTI CONC. 1-1 3 8" HLC SLEEVE BY 'HLTI FILLED BLOCK 1-114" " 4" 3 8 DYNABOLT BY nw CONC. 1-172-"-8" 3" 1/2" DYNABOLT BY 'iTW' FILLED BLOCK 1-7 8 8" " 3/8" POWER—BOLT BY POWERS CONC. 2" 8" 1 ;2"�j 3/8- SLEEVE—ALL BY SIMPSONS CONIC. 1-1/2- W 1 3' CONCRETE f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK Vm = 2000 PSI MIN. 1-1/2" 2-1 8" X 1" X 14 GA. GAL .STEEL TRACK FASTENED /TO TRACK PLATES SLOTT2ED 1M S. & LOCK TRUSS UT HD. I�t�QEitT iit81►lE� X92 pY0EplyiilBwlMdM$faltidfl- rto 1s, ®1M owl 4udwcaw a 24 drawing no. 98--'48 DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER #8 X 3/4- SMS -,--@ 3/8- FROM ENDS AND 7" O.C. MAX. \- (® 1-3/B° )3M4OM ENDS AND 6-1/2- O.C. MAX. `.175 X .062 DEEP GROOVE 1 /4- pOLYCA1280NATE LEXAN - B`l SA WNOVATNE PLASTICS NOA 008-0305.02. DOOR PANEL 24 GA. (.024) STEEL MLN. * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE OPTIONAL WINDOW LITES IN ANY LOCATION .500 250 Z 1.765 1.725 4 d m lass �a o� I a � 476 }� g R Q q a 00 EXTERIOR FRAME ,INTERIOR FRAME 0 RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q $ INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH WINDOWS #8 X 3/40 SMS C 0 3/8' FROM ENDS175 X .082 DEEP AND 4-1/2' O.C. MAX I GROOVE I DOOR PANEL 24 GA. (.024) STEEL MIN. -�l --- --- --- --- --- -- 15/18- MIN. EXTERIOR D.L. OPG. .' Eerar. JA LLI ao c Z �o 00 w N CD 0c I Ii 0 z 0 !8 to N 0 MODUCr ABVLUD i ascii Is wift dw c r Apooptmmft /z-9—f4?r b? Icy drawing no. 98-05 sheet 6 of 6 0 O ! I I!Ilrl� I 0 -j � •i•i i;!j irk! I 175 X .062 DEEP ' !I!1 GROOVE (4) #8 X 3/4' SMS 1-3/8' FROM ENDS j j j 1 AND 8-1/2. O.C. MAX. � rr #8 X 3/4- SMS 0 3/8- FROM ENDS AND 7' O.C. MAX. 7/16- DW. WASHER DOOR PANEL 24 GA. (.024) STEEL MLN. * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE OPTIONAL WINDOW LITES IN ANY LOCATION .500 250 Z 1.765 1.725 4 d m lass �a o� I a � 476 }� g R Q q a 00 EXTERIOR FRAME ,INTERIOR FRAME 0 RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q $ INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH WINDOWS #8 X 3/40 SMS C 0 3/8' FROM ENDS175 X .082 DEEP AND 4-1/2' O.C. MAX I GROOVE I DOOR PANEL 24 GA. (.024) STEEL MIN. -�l --- --- --- --- --- -- 15/18- MIN. EXTERIOR D.L. OPG. .' Eerar. JA LLI ao c Z �o 00 w N CD 0c I Ii 0 z 0 !8 to N 0 MODUCr ABVLUD i ascii Is wift dw c r Apooptmmft /z-9—f4?r b? Icy drawing no. 98-05 sheet 6 of 6