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Home My WebLink AboutSUBMITTED PAPERSDATE: IIIRECEIPT: I PERMIT NUMBER: 7-5 o , co. PLANNING & DEVELOPMENT SERVICES DEPARTMENT !,COUNTY BUILDING & CODE REGULATIONS DIVISION ' R I D A2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED (772) 462-1553 BY APPLICATION FOR REPLACEMENT OF St. Lucie County WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: / 7I sE ieivE/ v 3gg83 _ 2. PARCEL ID NUMBER: 3yZ7- 701- 0052 - Wo - 1 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: T NSIQ Sk l l ke fa',- / / k Z UQ(Q GP 4. TYPE OF STRUCTURE: SFR ✓ MOBILE HOME OTHER 5. OWNERS INFORMATION Name: ldilli&n �Ma�ff�ia i\C�Mayei Address: 7yl SE 2iver c-A City: Id S+ Lucie State: Fl Zip: 34� Phone: .336- 7773 Email: NNLA 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: (� - 1J V County Cert #: g6506 �YS A dba 4KL&, r Business Name: (An ,n(�c., �+�}Jyt� Phone Number. Z\�� Email: MI\ COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR Z N0A bl' Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: S % 7.50 FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construe nand zoning. Geor e Shay,./ f PRINT OW ER OR CONTRACTOR/QUALIFIER NAME SIGNATURE O WNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF &Z-VG/- ACKNOWLEDGED BEFORE ME THIS DAY OF ft --C-11 , 20 iY , BY CC-org a $h a,,j WHO I PERSONALLY KNO�� OR WHO HAS PRODUCED AS IDENTIFICATION. StiaUA/Aq LVI-e s SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY SEAL TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: 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. SHAUNNA LUTES MY COMMISSION # EE 146303 EXPIRES: November 14, 2015 Bonded Thru Notary Public Undanvriters 723555�0%- cision Door Service 2) 770-3979 Contractor License # The general terms, conditions and warranty on the reverse side of this contract are part of this agreement. Buyer acknowledges that he has read and received a completed, legible copy of this contract, including the Terms and Conditions contained on the reverse side hereof. This contract made as of this date of acceptance by the Precision Door Service Franchisee as noted above, herein termed "Contractor". 1-3 LOML ,=A-!Yi go T 1M1ggaAP_ lft,1,65T Customer Name City Home Phone Work Phone/Cell Phone State r SERVICE REQUEST OTY. PART N 14 ' DESCRIPTION RICE EACH TOTAL Y a a S PARTS LABOR SUBTOTAL FUEL/ENERGY SURCHARGE TAX TOTAL METHOD OF PAYMENT: ❑CASH ❑ CHECK # (make checks payable to "Precision Door Service". Fee for returned checks.) CREDIT CARD ❑ VISA ❑ MC ❑AMEX ❑DISC ACCOUNT NO. SECURITY CODE EXP DATE AUTHORIZATION CODE 25 )INT SAFETY CHECKLIST This ; checklist is to provide you, the customer, with the information needed to understand our recommendation to make your door more functional, safe, and properly balanced. SYSTEM TYPE: Operator Pass Fail WA Pass Fail WA 1) ca*d Panel / Remotes / Keyless Entry ❑ ❑ ❑ ❑ ❑ ❑ 2) Boom / Trolley ❑ ❑ ❑ ❑ ❑ ❑ 3) Safety Eyes ❑ ❑ ❑ ❑ ❑ ❑ 4) Motor / Gear ❑ ❑ ❑ ❑ ❑ ❑ 5) Bellwire ❑ ❑ ❑ ❑ ❑ ❑ 6) Safety Reverse / Limit Switch ❑ ❑ ❑ ❑ ❑ ❑ Force Settings Up Doors Down 17) Door Balance ❑ ❑ ❑ ❑ ❑ ❑ 8) Springs ❑ ❑ ❑ ❑ ❑ ❑ 9) Rollers ❑ ❑ ❑ ❑ ❑ ❑ 10) Cables ❑ ❑ ❑ ❑ ❑ ❑ 11) Safety Cables ❑ ❑ ❑ ❑ ❑ ❑ 12) Drums ❑ ❑ ❑ ❑ ❑ ❑ 13) Center Bearing ❑ ❑ ❑ ❑ ❑ ❑ 14) End Bearing Plates ❑ ❑ ❑ ❑ ❑ ❑ 15) Pulleys ❑ ❑ ❑ ❑ ❑ ❑ 16) Forks ❑ ❑ ❑ ❑ ❑ ❑ 17) Shaft ❑ ❑ ❑ ❑ ❑ ❑ 18) Hinges ❑ ❑ ❑ ❑ ❑ ❑ 19) Brackets ❑ ❑ ❑ ❑ ❑ ❑ 20) Tracks ❑ ❑ ❑ ❑ ❑ ❑ 21) Hinge Arms ❑ ❑ ❑ ❑ ❑ ❑ 22) Strut / Truss Rod ❑ ❑ ❑ ❑ ❑ ❑ 23) Spring Anchor ❑ ❑ ❑ ❑ ❑ ❑ 24) Bottom Weather Seal ❑ ❑ ❑ ❑ ❑ ❑ 25) Panel Condition ❑ ❑ ❑ ❑ ❑ ❑ Technician's Evaluation / Recommendation Notes ? scD,deD non Kmgt�fAl3Lq_ Technician's Signature Scheduled Date en3—,Dy �y Completion Date Completion Time WORK ORDER AGREEMENT The work order agreement is for the protection of both the customer and Precision Door Service. We want our customers to fully understand any recommendations that we offer. Any customer has the right to accept or refuse all or part of a technician's recommendation and/or receive a second opinion. —I fully understand the explanation and the total price ($ given to me. I understand ACCEPTANCE OF WORK ORDER AGREEMENT: The above or attached prices, the recommendation for servicing our door. specifications, and conditions are satisfactory and hereby accepted. Precision Door I accept the technician's recor finendations and wish to have my door serviced as this time. Service is authorized to do the work as specified. Payment is due upon job completion. —1 wish to have partial service performed at this time. I understand that Precision Door Service does not recommend this and I will relinguish them of any liability for any future damages or accidents that may result from not following the technician's recommendations. Refer to the term indicated by the "Warranty Options" section. A service charge may apply. I do not accept the technician's recommendations and do not wish to have my door serviced at this time. I understand that by not accepting his recommendations, I will not hold Precision Door Service liable for any future damages or accidents that may result from not following the technician's recommendations. It has been explained to me and I understand that my operator may have been strained or worn due to an unbalanced overhead garage door. The technician has informed me that there is no way to detect the longevity of my operator due to this possible strain. I understand that there is no guarantee or warranty on a strained/wom operator. I understand that my door and my operator are two separate mechanisms. OFFICE COPY Precision Door Service is only responsible for work that was performed on the The components of the Garage Door or the operating system rviced by Precision Door Service qualify for warranty protection. Customer Signature Date Customer email Address WARRANTY OPTIONS: ❑ Limited Lifetime ❑ 5 Year Warranty ❑ 1 Year Warranty ❑ 90-Day Warranty Customer Initials ❑ No Warranty For Customer Service Call Toll Free: 1-866-PDS TALK (1-866-737-8255) MIAMbD1ADE MIAMI-DADE COUNTY ON DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY PRO11805 SW26 CT SOet,S oECTmI 08 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE NOA www.miamidade.sov/sera/ DAB Door Company, Inc. 12195 NW 98'h Avenue Hialeah Gardens, FL 33018�; rm 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 16'-2" Wide x 16'- 0" High (Reinforced) with Window Lite Option APPROVAL DOCUMENT: 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., 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 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 # 11-0414.13 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. u NOA No. 12-0110.08 MI4kM4WRECOUNW p' Expiration Date: Approval Date: March 1, 2012 (JZ/Z2/2d)2, �J Page 1 DAB Door Company, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Poll 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 "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 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-1 1 -T101, dated 01/29/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # OS-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-TO78, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-0210.041, 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. ) PZIZZ17417- 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 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 Polyisocyanurate 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. p 2L yr�I2 C rlos . Utrera, P.E. Product Control Examiner NOA No. 12-0110.08 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 E -2 7-1/2" X 3" X .071' GALV. STEEL END ROLLER e W/ (6) 114 X 5/8" SMS m 7-1/2" X 2-1/4' X 18 GA. GALV. STEEL CENTER HINGE W/ (4) /14 X 5/8' SMS rTow TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" PUSH NUT p STEEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH (8) 114 X 3/4" SELF DRILLING SCREWS p p SEE SHEET 4 FOR TOP BRACKET OPTIONS p p CENTER STILES (� SEE SCH. 'K 1--- W �I* W X .15 THK. LATCH \ G LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) /14 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO FBC IG12 REGARDING GARAGE DOORS nFT TYPEW MINE 5 ICO PM FACTO TG ® ti 0 • 7"X3'X STEEL I WITH (4) 114 X SELF DRILLING SC 13RACK STD. LIFT DOOR TOTAL I OF U' BARS AT HEIGHTOONSISTS OF EACH DOOR W-8' 2 SECTIONS 18" 2 SECTIONS 21 SECTION IB 3 SECTIONS 1" Y 4 SECTIONS 21 - 7'-J Y-e 5 SECTIONS TV - Y-e' 4 SEMI NS le' 1 SECTION 21 e 3 SECTIONS 18. 2 SECTIONS 21 e'-T 2 SECTIONS 18" 3 SECT1016 2t - e-e• 1 sDC1ION 18' 4 SECTIONS 21' 5 SECTIONS 21' - 8' 6 SECTIONS 16• - W-3' 5 SECTIONS 18" 1 SECTION 21• 4 9-6' 4 SECTIONS le" 2 SECTIONS 21' e'-e' 3 SECTIONS 18' 3 SECTIONS 11 10' 2 SECTIONS Is" 4 SECTIONS 21 1 SECTION IS. 5 SECTIONS 21' SECTIONS 21• - f0'-9 8 SECTIONS 18' 1 SECTION 2t' 11 5 SECTIONS 18' 2 SECTIONS 21' 11'-3" 4 SECTIONS 18' 3 SECTIONS 21 11'-6' 3 SECTIONS 18' 4 SECTIONS 21" 5 11 -e 2 SECTIONS 1 5 SECTIONS 21• 12' 1 SECTIONS IS' 8 SECTIONS 21' 12 -J" 1 SECTIONS 21 - 12•-8' 8 SECTIONS 18" 2 SECTIONS 21 12'-e• 6 SECTIONS Ir 3 SECTIONS 21 13 4 SECTIONS 18" 4 SECTIONS 21' 1J'-3' 3 SECTIONS 18 5 SECTIONS 21 13-8' 2 SECTIONS IB' 6 SECTIONS 21' 1J'-e' 1 SEC110N 18• 7 SECTIONS 27 14' 8 SECTIONS 21" - 14'-3' 6 SECTIONS 18" 3 SECTIONS 2/ 14-8 5 SECTIONS IS 4 SECTIONS 21 14'-8' 4 SECTIONS 18 5 SECTIONS 21" e 15' 3 SECTIONS 18 6 SECTIONS 21' 15'-3" 2 SECTIONS is' 7 SECTgN4 21' I SECTION 18" 8 SECTIONS 21' R F a SECTIONS 21' - 16 0 SECTIONS 18. 4 SECTIONS 21' OPTIONAL DOOR NEWER TO BE INSTALLED AT ANY CENTER STILE I' A I I I I MAN I NE I I �m J1 all I UN- 1, LEI 11 IN ET BRACKET DOOR LOW HEADROOM DOOR OPTION 7-7/8" X 3-1/8" X .010" / — — STEEL PLATE WITH (4) 114 X 3/4" SDS ENTER STILE OUTSIDE END STILE FiANOLE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) /14 X 5/8" SMS Q AST X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR CENTER STILES OPTIONAL QUTSIDE KEYED LOCK LOCI( BAR LOCKING SHOWN ALT. TO LOCKS SHOWN ABOVE DOOR WIDTHS 10'-0" TO DOOR WIDTHS :FER TO SHEET 2 _ 12'-O• TO 13'-10" �R U-BAR PLACEMENT DOOR WIDTHS OPTIONAL VENTS (3) 5" WIDE AT 7" O.C. MAX. OPTIC. AREA NOT TO EXCEED 120 SO. IN. - W Y m1 � 3 O R Ej M M E31I� N z 0 e mw (n a> p I I OPTIONAL FLUSH FACE WOOD GRIN DESIGN L 'r A O 3 ,a O Z MAX. DOOR WIDTH N c7 N INSIDE ELEVATION f ( RAISED PANEL EMBOSSED DOOR (/ THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT ...� 'A' - SCHEDULE 1. THIS CENTER STILES CONFIGURATION REQUIRE DOOR WIDTHS (t OF CENTER STILES HIGH VEL 8'-0 TO e'-10 2 2. ANCHOR 10'-0 TO 11'-10" 2 ANCHOR _ 12'-0" TO IS-10' 3 DRESSI 14'-0 TO 18'-10" 4 3. ALL BOL 15'-11' TO 18'-2' 5 4. ANCHORI • ' �, DAB DOORS INC. PRODUCT MENTS NC TS. i Hurricane Master® Model 824/811 c----- t Max. Size 16'-2" X 16'-0" H)gh With Window Lite Option DESIGN PRESSURE RATING e + 48.0 PSF �- - 52.0 PSF GENERAL NOTES HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING DCBY HURRICANE ZONE. a $ 8 y TT6 g g a $ i5 S SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL OR STUCCO. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. NO OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o o o tl1 S °c c g d o = m o THESE DETAILS ARE NOT PART OF THIS APPROVAL. ® a A LOAD DURATION INCRG", IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.gm b En✓1r: : AXZU — - n IT IT III CIML .PRODUCT REVISED 4 �.__ _ 14'-0' TO 15'-10' SCAN. 5385Q2 se cam4lYtne with the FIoM4 -- Bdldefe Code weelPtanoe No ;� 110 08 o £ F •�-- �S g Br drawing no. Alien Noau1<Conroi 98-05 cA�a nua Fli 1 11! T�:, g 3 �8�9j8�i�8 �l r on 24 GA R011 FORMED SfEE1 SECTIONAL GARAGE M qL-FAROOQ CORPORATION DAB DOORS INC. C I ENGINEERS &PRODUCT DEVELOPMENT 12195 N.W. a AVE. m mSWOR o i�a RM90N HIALEAH GARDENS, FL. 33018 TF1. (305)264$100 FNC(305)2G2$978 �_ c ora Snfm TEL (306) 556 - 6624 16 GA. X 2-1/4' X J//4" X 2' GALV. STEEL U.BAR REBlF�RCING TRUSS O BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ Two W/ FOUR 114 X 3/4SELF DRILLING S. 1/2" X 1-3/4" X 16 GA. OPEN TUBE O TOP &BOTTOM OF EACH PANEL BOTTOM SEAL .058 ALUM PLATE WITH I/8' X 1" S.M.S. O 48' O.C. AND RUBBER WEATHERSTRIPPING 1ST SECTION (BOTTOM) 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. 1.9'X 2.19'X 3.3'X.090' STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 16 GA. X 2-1/4' X 3/4" X 2' GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 1 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR / 14 X 3/4' SELF DRILLING SCR. INTERMEDIATE cFrTIONS REINFORCING 4AL STOP MOULDING OR INSTALLER 114 X 5/8" SMS PER HINGE 1/2' X 1-3/4" X .058' FORMED STEEL GLUED TO PANEL AND SECURED TO ENO STILE WITH (4) 3/16" POP RIVETS X 2-5/8' X .049" STEEL STILE. GLUED AND RNETED �TO PANEL W/ (4) 3/16' RIVETS POP / 14 X 5/8" S.M.S r 4/ HINGE USE REINFORCING 'U' BAR AT TOP SECTION ONLY AT FOUR SECTION DOORS 24 CA. S FLAPS BENT OVER PANEL 1/2' PUNCHED HOLES O 4" O.C. a 3/18" POP RIVETS j AT 4' O.C. (ITFOR 21" STILES (5 FOR 18" STILES ITT GA. X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO W/ FOUR1/114XX53/4-S.M.S. AND TO END STILE [ENO STILE SELS DRILUNG SCR.. .024" STL. PANEL TOP SECTION 3 4' X 2" X 2-1/2' X .049" STEEL E D STILE, CONNECT TO PANELS WITH FLAPS AND (5 SEE DETAIL A OR (B) 3/18" ALUM RIVETS r EDGE _ DISTANCE OUTSIDE OF DOOR Ll SOLID B SS DOOR VIEWER By ISCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16' DW HOLES IN CENTER STILE POSITIONED AT EYE LEVEL Y8" POWER -BOLT BY 'POWERS' 2 MIN. EASED INTO CONC. 2' MIN. EDGE DIST. ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING FLA.7-1/z• 71 X,.05o"I INTERIOR SIDE I ,/4-20 SS BOLT CA STEEL TRACK LV. STEEL J 7-1/2• % .071" g N� 1� 14 GA X 2-1/8" X 1" (STMIDARO) CENTER HINGE END ROLLER HINGE 12 (iA X 3 1-1/2" (OFFKINAL)) 7�8' PUSHNUT FASTENED TO TRACK PLATES IIiSTALLED ON ROLLER SHAFT 1.82' DIAL X .50" STEEL ROLLERS (STD.) W/ 1/1-20 X 5/8' TRUSS HD. 1.82" Dl4 X .50• PLASTIC ROLLERS (OPTK%JAL� $CORED M.S. k LOCK NUT 2.75" IYA. X .50' STEEL. ROLLERS (OPDONAL SECTION S—B WITH 4-1/4' STEJ �v 10 T. h Q O0. 0 °n O O jwA 8 a,000 a�aLL ,m-ng no. 98-05 POP RIVETS 5/16` X 1-5/B' LAC SCREWS INTO WOOD OR ^ 2" III 2-3/4' X 5-1/2" X 3" X .104" GALV. SLEEVE STEEL 5/16" SLEE ANCHORS TOP ROLLER BRACKET WITH 1- 1/4- EMBED INTO MASONRY FASTENED W/ (6) / 14 X 5/6" S.M.S.- 3 PER BRACKET .090 THK. GALV. STEEL ADJUSTABLE 2-1/2• X 4-1/4" X 13 GA. STEEL PLATES SLIDE FASTENED TO BRACKET WELDED TO 1-1 2 X W/ 5/16-18 X 3/4" HEX HERO / " 1-1/2" % 14 CA ANGLE M, SCREWS tic NUTS. FASTENED TO TRACK _ WITH (4) 1/4-20 SS. BOLT & NUTS TOP BRACKET (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH 2" X 5-1/2" X .104" (2) 3/16' POP RIVETS GALV. STEEL FASTENED W/ TOP (4)ROi 14 X LLER BR/C5/8"KEiFS.M.ORS. L HORIZONTAL REINFORCEMENT OW HEADROOM DOOR OPTION 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" DLA. X .50" STEEL ROLLERS - W/ .44 DIA. X 5" STEM OPTIONAL INSULATIONS: BY 'DYPLAST P_ ROpUCTS I� EPS-EXPANDED POLYSTYRENE DENSITY - 1.05 PCF N.O.A. #07-1107.08 OR ISO-25 PDLY-ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #07-0301.10 OR •I!S BY _ nF0 u. DENSITY = 0.92 PCF N.D.A. #07-1016.07 14 rk GALV- STEEL ROLLER HINGES FASTENED W/ (6) A 14 X 5/8" SMs MIN. .024" ROLL FORMED STEEL PANEL DRAWING DUALITY G-40 MIN. YIELD STRENGTH = 39 KSI WRH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL W/ (0) BRAC# 14KET FASTENED OTTOM SEAL 158 ALUM PLATE ITH 1/8" X 1" S.M.S. O 48" O.C. NO RUBBER WEATHERSTRIPPING SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES HORIZ. TRACK SUPPORT CENTER SUPPORT REDD. ON DOOR: EXREEDING 8 FT. IN HEIGHT II Af-1 HOPoZ. TRACK LENGTH =OPENING HEIGHIT PLUS 1 14 GA GALV. STEEL TRACK 2 X 2 % 1/B" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK RACKET WITH TWO WELDS AT I-1/2" APART FIRST AT 3" O.C. REST AT 9' O.C. CONNECTED TO FUG BRACKET ANGLE Z W W/ 3/8-16 X 3/4' BOLT h NUT AND TO SPRING SHAFT GUIDE WITH 0 m (2) 1/4-20 X 5/8" BOLT h NUT ap Q ry OJ Q a� p VERTneN TRACK_ G ° 2-1/B` X 1" X .080" SECTION A -A V p p 0 S pffaoa J 0 ry1Ny Q PLACEMENTS DOOR HEIGHT • SECTION HEIGHTS 1ST 2ND 3RD 4TH 5TH g B1 82 83 84 85 86 B7 B8 6'-0" 18" 18" 18" 18" N/A 1" 11-3/4 23" 34 45" 56' 67` - 6'-6" 21" 18` 18" 21" NIA 1" 11-3/4" 23" 34" 45" 6: 117" - T-0" 21" 21" 21" 21" N/A 1" 11-3/4" 23" 34" 45" " �56 67" - 7'-8" 18" 18" 18" 18 18- 1 11-3/4 D 34" 45" 6" 67" 78-1/4" 21" 18' 18" 18" 21" 1" it-3/4" 23" 34" 45" 56" 87 78-1/4" —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10' O.C. 1.9" X 2.I9 X 3.J' X .090" STEEL TRACK BRACKETS 2-3/16" HIGH CON ECTED TO TRACK WITH 0) 1/4" BOLTS 8 NUTS. m N m - m T A .K ONFI RATION VERTICAL IFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK BYL.L -iW OPTIONS E y.: pY'AI) AHMAD CMpL FM I'E 70592 8 a2 PRODUCT YSVISW O°�� with the FWds ,. A0090a a No l! �^ U 2011 /.�L'eec Product cbcaui O M H a� ZU1 00 W B ((] O' an Q 0 e � CO OZa owing no. 98-05 i 1-1/2' MIN. E DIST. 0 ' m I 2BY WOOD BULI 1/4- DNA. NAG SCREWS 12�, AT 6' FROM ENDS W000 AND 11' O.C. MAX. WOODWOOD FRAMFBil MUD WALLS OR DOOR OPENING (NOT BY 048 DOORS) SHALL BE FRAMED SOLID 8Y 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 MA ONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WAIL OR GONG. 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. IN4 TO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2" MITI. EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WITH SPACING OF B" 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 CONFLEX BY 'ELCO' OR LDT BY 'ITW" WITH SPACING OF 2Y O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 10 O.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. I1" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE THE BLOCK WALL CELLS SFWA BE GROUT FILLED AND REINFORCED WITH FOUR / 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF IAMBS b OTH RS 1/4" DIA LAO SCREWS AT 6" FROM ENDS AND 11" O.C. MAX. 5/16" X 1-5/8- LAG SCREWS AT I I' O.C. 1 STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/1B" OW. BOLTS WITH WASHER h NUi AT 12" O.C. MAX. I_" �_ 1-1//4" X 2-1/2' X 14 GA 1-1/2' COAT. STEEL ANGLE 12 GA. GALV. STEEL FLAT BRACKETS t3' 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 SIR RE EMBED SPACING EDGE ST. 3 8 HUG SLEEVE 6Y 7171 CDNC. 1-1 4 g" 3 8 HLC SLEEVE BY TI FILLED 8WCK 1-1 4 3 DYNABOLT BY CpNC, 1-1 231 _ 1 2 DYNABOLT BY fIW FILLED BLOCK 1-7 8 g` 4" 3 8 POWER -BOLT BY POWERS CONC. 8" 3 8 SLEEVE -ALL BY SIMPSONS CONC. 1-1.2 }�" 0 o 0 W M N Q Z n N y `0 w V) W p I CONCRETE f'c - 3000 PSI MIN. O 3i. Q T£ C-90 GROUT FILLED BLOCK f'm - 2000 PSI MIN. 0 c7 Sri LID � C4 2-1/8" X 1" X 14 GA. GAL . STEEL TRACK FASTENEDTOTRACK PLATES SLOTTED 14S. hXLOCK NUi8" TRU� HD. ALTERNATE T A K INSTALLATION PRODUCT REVISED 49 0001101 with the Plaids B I AVOvptsr�e No drawing no. ""�"�.'"'°' 98-05 O O_ 9 * PLASTIC COMPLIES WITH zso DOOR PANEL �v SECTION 2612 OF FBC 2007 24 ca. (.024) STEEL MIN. SEE EVIDENCE PAGE _ Z -� O OPTIONAL WINDOW UTES IN ANY LOCATION 1.765 1.725 Q g -7/16" Dl4 WASHER ai O 1.144 w 0 _ 0 O �O 3 B�fImN ENDS 21 3/4" _- II — I U 0 .a AND Y O.C. MAX WDW. WIDTH ' .176- F"- I�--.800 O 0 *EXTERIOR FRAME * O (4) b X 3/4' SMS �+ 18 1/8" INTERIOR FRAM ro o n O 1-J/8' FROM ENDS J MAX RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q 1 Ar4D e_1 w 3 tL' /Y O.C. MAX. „ 4 D.L.O. W N _ .�oroa J Qb`�F .175X .082 DEEP A 1/4' POLYCPRBONATE LEXAN 2 c� p gjr SABIC INNOVATNE PLASTICS /,• NOA j08-0305.02. j %Lj Q J i ✓?' 00 o I i gz $ chi a o--= r c-- .175X ,082 DEEP i j8 X 30 0 FROM SMS INSIDE ELEVATION 1-3/8" OM ENDS AND 8-1/2" D.C. MAX. RAISED PANEL EMBOSSED DOOR WITH WINDOWS Oig SMS O 3/8' FROM"ENDS C. 175 X .062 DEEP AND 4-1/2' O.C. M1X. I GROOVE I ii U6^ SMSFROM ENDS i \ AND 7" O.C. MAX 1 - _^- `-7/18" DK WASHER _ _ _ _ _ _ _ _ �+19r. JAV�ADLAHMAD _ _ PF, i0592 PRGV)t!<T REVISED 1 30 eY1M uiLL ole Florida o I a DOOR PANEL EXTERIOR /r x 24 GA (.024) STEEI MIN. DOOR PANEL 15/18" MOE DY drawing no. 24 GA (.024) STEEL MIN. CIA�Ai BiEE O.L. OPG. - _ � O r1o�1 Mieol Prod�r Clonrel WINDOW WET1N L 98-05