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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: J >__ �U ' PERMIT NUAH, l 1 / a , 00-j71" PLANNING & DEVELOPMENT SERVICES DEPARTMENT ~ BUILDING & CODE REGULATIONS DIVISION • 2300 Virginia Avenue Fort Pierce, FL 34982 SCgn NED (772) 462-1553 B y APPLICATION FOR REPLACEMENT OF St Lode COUnty WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: a 9O5 "Dee/ IP&(k Ave F-.,4 ►?: wr-e F/ 3'{9 51 2. PARCEL ID NUMBER: 1301 - 6 / 3 - 0 ZOy - 000 - Q 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: In s+a tt New 6am4e -boo✓ fo -Xisfina ceside ce 1617 I ke e'er IIkP 4. TYPE OF STRUCTURE: SFR ✓ MOBELE HOME OTHER 5. OWNERS INFORMATI01 o„d ve orate Name: h211 Lacro'%x Address: AgOS flw Park Av& City Ferf Kay- a State: F t zip: 3 Lf 9S I Phone: 4 29 - l61 o 6. CONTRACTOR'S INFORMATION FL Reg/Cent #: G K- 38 County Cert #: 2Ggo s Business Name: AIM 62ieraise of &euad Pfec;SjDA Su.ius Phone Number: %70- m79 Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # PP 120 mph 1130 mph 1140 mph Windows & Skylights Exposure B Exposure C Overhead Garage Doors I< 30' - F & C. Table 1609.6 (1) + 160/9.E (2) Size 4 3I/ 44- �Jfl4 $24 1 I-�yl y.12 C-Size VALUE OF CONSTRUCTION: s / 9 q5 - FEES DUE: RECEIPT: OWNER'S AFFIDAVIT: I certiA, that all of the information contained in this application is correct and that all work will be done in comp" fiance with all applicable laws regulating construction and zoning. PRINT QITAUMP.S OWNERS NAME SIGNATUP OF QUALIFIER OWNER STATE OFFLORIDA, COUNTY OF 13reVarrA ACKNOWLEDGED BEFORE ME THIS 2 3 DAY OF 9 e G , 2011, BY 6emge Shaw WHO IS PERSONALLY RWOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. Af4uyym d. SKALc0tyti4 LLCTES SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMLSSION NLINMER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 7MyCOMMISSION 86303 EXPIRES.Novemb, 2015 ' 11f,ffl Bonded 7hru Notary Rft Undenvrlteis l Mon Door Service G t,,) 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, l},erein termed "Contractor". I I fi Customer -Name j j fir_—, L Address City State Zip Home Phone Work Phone/Cell Phone SERVICE REQUEST G..or-OC-P—' CITY. PART#t DESCRIPTION PRICE EACH TOTAL c r " PARTS METIIOD OF PAYMENT: ❑CASH ❑ CHECK # LABOR (make checks payable to "Precision Door Service". Fee for returned checks.) SUBTOTAL CREDIT CARD KYISA [_ n *�X 1DISC FUEL / ENERY SURCHARGE ACCOUNT INTO. _ - TAX SECURITY CODE EXP DATE i i - �•� TOTAL I AUTHORIZATION CODE .29-POINT SAFETY CHI. : Th ,ty checklist is to provide you, the customer, with Elie infa...r.a:jn needed to understand our recommendation to make your door more functional, safe, and properly balanced. SYSTEM TYPE: O rator WA . Pass. Fall NA. Pass- Fe, -I Con liapanel / Remotes / Keyless b iy . ❑ El. ❑ ❑ ❑ . 2).Boom / Trolley:'::- .:...' ...:;.:,.::' ::::; ❑ �'.❑.,: ❑ ❑ ❑ .. . `❑:'❑ `: ❑: ❑ '❑ 4). Motor /.Gear. :. .::❑ ..❑ . ❑ El ❑, .:. 5) Beliwire:. .' :.>..... 0: ❑. El El.❑. ❑ 6) Safety Reverse / Limit Switch ff❑ ❑ ❑ . ❑ ❑. .. 7)Force:Settings:`:: :.:: ..:...<,:.....,.,.Bp Doors - .... _ ......... Down :.. 7 Door Balance ...:. .: :: : ;:.::::. ❑: ®.❑ . --: ❑ ❑. -El 8) Springs::..: .::,'::::::::. ❑ ' ;:. ❑::.❑. ❑ ❑..:. 9). Rollers ..' ' :.. ❑' .g . ❑ '... ❑. ❑ ❑ :. . 10) Cables .:.: ..::. .:.:. ..:. :. `:.:. �]' : ❑ : ❑' -. ❑:.❑ ❑: 11) Safety Cables. .. ._: , : ::: .' :: ❑: ❑ .2 .. ❑..-0 ❑ . 12) Drums . El::El. _ .❑ . ❑ ❑ 13) Center Bearing.::::..: ........ .:.::. ❑'-❑ : ❑ ❑ ❑ •.: 14) End Bearing. Plates:.' .. .:` :'.:'.r`,' ❑ ❑" . ❑ .❑ ❑ .. .15)'Pulleys: .' ::....:..::.:...:: ..`::`.'.❑::❑'. ❑ ❑..❑ 16) Fo-rks :.. -:: -::' . ❑. ❑ . ❑ ❑ ❑ �. il) Shaft El �11 El T6):Hinges':... • ::::.:,..: .:'::.::::`:,.:::.:.❑- El El. El ..: 19) Brackets ....: , .:. ..,::::`:: ` .::.::;. G ❑ ❑' ❑:. ❑'11: 20).Tracks:.:....':<: .` ....:..,' :::.%..:❑ w.❑ ❑ . ❑ El 21) Hinge Arms . '.::-..::. ':;-:...:. :;::�.':❑ . El' El ❑ .❑ 22) Strut / Truss Rota . ..:.:.:::.. '' :.' ❑ :: 0 ET, -❑ ❑' . ❑ . 23) Sorino Anchor .❑ ❑ ❑ ❑ ❑ ❑ Technician's Signature Scheduled Date Scheduled Time Completion Date Completion Time - .. O lullAGREEMENT'.* W lI�' .® EYI The work order agreement Is for the protection of both the customer and Precision.Door Service: We want our customers to fully` understand. any recon mendations that we offer. Any customer has. the right to accept or refuse all or part of. a fechniciit recommendation and/or receivea second opinion. 7 fully understand -die explanation and the total price K. ):given to me. t understand .. Y understand that my door'and my operator are two separate mechanisms. the recommendation for servicing our'door ACCEPTANCE OF 1M1'ORK ORDER AGREENIEIV I:.The above or attached prices,. I accept the technician's rewmmendaiions and wish to 'have lily door serviced asthis timer .. specifications, and conditions.are satisfactory and hereby aceepted: Precision Door i wish to have paidal scrvice'perfonned at this time: l undcrstand'thaf Precision Door Sery cgloes Service is authot7zed to do the work as specified. Payment is -due upon job completion. not recommend this and 1 %All relinguish them.of any liability for any future darhnges or accidents that Precision Door Service is only responsible for work that was performed on the may result from not foll6wing'the technician's recommendations. Refer to the term indicated.hyihe The Components of the Garage.Door oT the operating "Warranty Options" section A service.charge may apply. system se 'ced:by Precision Door Service qualify for warranty protection. : _I rl not atxept the tcchmcian`s recommendations and do not wish to have my door serviced at this at this time. I'understand that by not accepting his recommendations, I_wili not hold Precision Door Service liable for any future damages or.accidents thatmay result from not following the technician's - " : ,, s r ' N Customer SI (tature Date recommendations. ARI2AATPY OPTIONS e ❑Limited Lif tone ❑ 90-Day Warranty _It has been explained tome and 'f understand that myoperator may have lieen strained or worn due 'overhead ❑ 1 Year Wawamy Q 5 Year Warranty to an unbalanced garage loos The technician has informed me that [here is no way to detect the'. longevity or my operator due to this possible stmin:l understand that there is no guarantee or warranty.' . ❑ No Warmnq;:7,2��Saeeer Initials on a strained/wom operator. OFFICE t: Y. - For Customer Service CalLToll Free:.i- ii T LrT� (1 5-737-8255) .lZ vlianu-Dade Covert; 'ej wiI 1pg, Environ itnt & Regulatory Affairs - lrttp://www.nuamidade.gov/building/pc-result app.asp'?fldNOA=&Classificatiorr—O,Unkn... CA APPLICANT CATEGORY SUBCATEGOR+ATERIAL DESCRIPTION IMPACT MDP MDP CLASS DESC EXPIRES 1L01_'L librarylproductoontro DAB Door Company Inc.(pc- Doors Sectional Steel 9'-4" Wide x Large 50 60 High velocity Pugust 9 ioal11 J1197.1 0 exult detail app.asp?app atlas=1014261 16' High and hurricane zone 2016 Steel Small Sectional Missile Garage Impact Door w/ Window Lite _ Option 1-041_41.12_jlibLa /pr�ductcontro DAB Door Company Inc. Doors Sectional Steel Hurricane Large 36 44 High velocity July 21 ioall:)D4141_. result detail app.asp?app atlas=101426` MasterA and hurricane zone 2015 Model Small 24/811 Missile Steel Impact Sectional Garage Door 16'-2" Wide x 16'-0" High with Window Lite Option 1-041_4 3Lt�rary/productcontro DAB Do result detail app.asp?app alias=1D1426` Doors Sectional Steel Hurricane MasterA Large and 48 52 High velocity hurricane zone July 21 2015 pa/1 I04141 If Model Small 824/811 Missile Steel Impact Sectional Garage Door 16'-2" Wide x 16'-0" High (Reinforced) with Window Lite Option Recs 1 11 of 4 12/26/2011 10:13 AM M�D1AD MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION . Miami, Florida 33175-2474 T (786) 315-2590 F (786)'315-2599 NOTICE OF ACCEPTANCE (NO" a w m __www.m1amidade.gov/bui1ding DAB Door Company, Inc. 12195 NW 98'" Avenue - Hialeah Gardens, FL 33018 ' S pZ -• �� %� (o 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 BNC -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. BNC 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: , - -- -2'4- - " �Iu�rricaitebMaster 8 ®�iVlodel`/811•Steel'-Secfaoinal'GarageDoor;1,6'. 2._s�Wide,x..16 0" Highrwith=Window I;ite Option =" ° - A►PPROVAL DOCUMENT: Drawing No. 02-21, titled ` 24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/02, with last revision F dated 02/16/11, sheets I 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 Resistant4 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 # 10-0216.04 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,# A (� _ ZApproval NOA No.11-0414.12 iration Date:rJ_ulyr2i 2Q15 Date: June 02, 2011 Page 1 006 r1 / DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/02, with last revision F dated 02/16/11, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 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-07-4200, dated 05/02/07, 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-11-3204, dated 01/20/11, 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-T100, dated 01/21A 1, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0228.02" 1. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1328, dated 07/15/03, signed and sealed by Rafael E. Droz-Seda, P.E. 2.. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1329, dated 07/15/03, signed and sealed by Rafael E. Droz-Seda, P.E. 3. Test Report on Tensile Test per ASTM E-8 of ".Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI 03-T078, dated 10/31/03, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-0210.04" 4. 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. 258502, dated 08/17/98, signed by W. A. Jackson, P.E. Carlos M. Iftrera, P.E. Product Control Examiner NOA No.11-0414.12 Expiration Date: July 21, 2015 Approval Date: June 02, 2011 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 04/07/11, signed'and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 09-0128.02" D. QUALITY ASSURANCE 1. ' Miami -Dade Building and Neighborhood Compliance Department (BNC) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11/29/12. 3. Notice of Acceptance No. 07-1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene.Block Type Insulation, approved on 02/28/08 and expiring on 01/11/12. 4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO -CI Polyisocyanurate Insulation, approved on 06/07/07 and expiring on 01/11/12. "Submitted under NOA # 05-0228.02" 1. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM GI55 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/04, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/04 signed and sealed by I. Ghia, P.E. 3. Test Report on Self -ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHA.0 non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/04, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to FBC 2007 and no financial interest issued by Al-Farooq Corporation, dated 04/01/11, signed and sealed by Javad Ahmad, P:E. . OG� 01 1I Carlos M. U rera, P.E. Product Control Examiner NOA No.11-0414.12 Expiration Date: July 21, 2015 Approval Date: June 02, 2011 E -2 7-1/2" X 3" % 071' GALV. STEEL END ROLLER W/ (8) 014 X 5/8" SMS G 7-1/2' X 2-V/4' % 18 G11. V. STEEL CENTER HINGE W/ (4) #14 X 5/8' SMS 2/CKDOOR 1'W X.15-I'. SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) j14 X 1/2' S.M.S. 5/8' MIN. LOCK ENGAGEMENT CONFORMS TO FOC ID12 REGARDING GARAGE DOORS 158 DIA. W/ MME 5 2-3/4-W X 5-5/8-H X .090' STEEL PLATE. 1-3/8- WITH (3) 014 X SELF DRILLING SO DOOR HEIGHT CONSISTS OF 6'-6' 2 SECTIONS 18" 2 SECTIONS 21 SECTIONS 21' 7 4 SECTIONS 7-6' 5 SECTIONS 18' - 7-9" 4 SECTIONS 18" 1 SECTION 21" W 3 SECTIONS IB• 2 SECTIONS 21" 8-3' 2 SECTIONS IB" 3 Sf37f10N5 21' 8'-8• 1 SECTION 18" 4 SECTIONS 21" 6—e' 5 SECTIONS 21• — 9' 6 SECTIONS IS' — W-3" 5 SECTIONS 18' 1 SECRON 21• 9'-8" 4 SECTIONS IS' 2 SECTIONS 21 9'-9" 3 SECTIONS IW 3 SECTIONS 21' 10' 2 SECTIONS IB' 4 SECTIONS 21• fW-3• I 1 SECTION 18' 5 SECTIONS 21• 10'-8" 6 SECTIONS 21• - to'-9' 6 SECTIONS 18" 1 SECTION 21' 11' S SECTIONS 18" 2 SECTWNS 21' IV F 4 SECTIONS 18" 3 SECTIONS 21• 11'-6' 3 SECTIONS IS' 4 SECWNS 21 1 V-9' 2 SECTIONS 18' 5 SECTIONS 21' 12' 1 SECTIONS 18" 6 SECTIONS 21' 12'-J• 7 SECTIONS 21' - 12'-8' 6 SECTIONS 18' 2 SECTIONS 21' 12'-9' 5 SECTIONS 18" 3 SECIIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21" 13'-3• 3 SECTIONS Is' 5 SECTIONS 21 13'-6' 2 SECTIONS 18" 6 SECTIONS 21" 1 SECTION IS' 7 SECTIONS 21" 14' 8 SECTIONS 21' — 14'-3' a SECTIONS 18' 3 SECTIONS 21' W4 r 5 SECTIONS 18''4 SECTIONS 21" 14'-9' 4 SECTIONS 18" 5 SECTIONS 21• 15' IJ SECn0NS_1W 6 SECTONS 21' 15'-3' 2 SECTIONS IS- 17 SECTIONS 21• I6'-6' 1 SECTION 18' 8 SECTIONS 21" 15'-9' 9 SECTIONS 2I' - 16' 6 SECTIONS 18' 4 SECTIONS 21" 81 O tl Q BRACKET BRACT STD. UFT DOOR LOW HEAI NUT TOP FIXTURE 5-1/2' X 2-3/4" X 0.1" STEEL PLATE WITH ONE 5/16-I8 MS W/ NUT OPTIONAL DOOR VIEWER FASTENED TO END STILE WITH TO BE INSTALLED AT �(8) 114 X 3/F SELF BRACKET SCREWS ANY CENTER STILE7 S E SHEEP f FOR TOP SRACXEf OPTIONS / 'AImMillpij 'A MVF I F=- I dIff: /7-7/8' X 3-1/8' X .010" STEEL PLATE WITH (4) #14 X 3/4' SOS Opnon OPNG. AR CENTER STILE - OUTSIDE HANDLE END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) 014 X 5/8' SMS o Q AST X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OPTIONAL CENTER STILES OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ® ®® ALT. TO LOCKS SHOWN ABOVE 8'-0' TO 9'-10' DOOR WIDTHS DOOR WIDTHS 12'-0' TO IX — DOOR WIDTHS INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR� THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 15'-11" DOOR DAB DOORS INC. fff Hurricane Master® Model 824/811 Max. Size 16'-2' X 16'-0" High With Window Lite Optlon DESIGN PRESSURE RATING = + 36.0 PSF - 44.0 PSF GENERAL NOTES L THIS PRODUCT HAS BEEN DES0NED AND TESTED TO COMPLY WITH THE REOUIREMENS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. A LOAD DURAIXIN INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. 5538 92 Daum. m//- /4s �11 Q4 Q' c rd a � drawing no. 02-21 .055' X 2-1/4" X 3/4' X Y GALV. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 114 X 5/8" S.M.S. AND TO END STILE W/ FOUR #14 X 3/4" SELF DRILLING S. 0. _ F N Z BOTTOM SEAL .058 ALUM PLATE W7TH 1/8" X 1" S.M.S. 0 48" O.C. AND RUBBER WEATHERSTRIPPING 1ST SECTION (BOTTOM) STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1-5/8' LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A ONE PER BRACKET SOUTHERN PINE .'•a•_ 0.55 S.(2' _ • a 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 2-1/6" X 1' (STANDARD) GA X 3-5/16" X 1-1/2' (GPrnoNa) FASTENED TO TRACK PLATES W/ %4-20 X 5/8' TRUSS HD. SLDTTID N.S. h LOCK NUT INTERM�s �o t"j- EDIATE SECTION OPTIONAL STOP MOULDING BY DOOR INSTALLER Fe PER HINGE • SMS 1/2" X 1-3/4` x .058• FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS 1-7/8" X 2-5/8" X .049' STEEL [CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS 1 14 X 5/8' S.M.S. POP r 4/ HINGE 24 GA STEEL PANEL ��u FLAPS BENT OVER PANEL m Q A 1 Q a � o e 1/2" PUNCHED HOLES I 0 4' O.C. IL a O � n H I1 paaa� � N I �201� Jyy� VEND 3/16" POP RWh15JAT 4" O.C. (6) FOR 21" STILES (5) FOR 18" STILES.024" STL PANELE y 7 OUTSIDE OF Z (n N zf 03� Oz #14 X 3/4" SELF DRILLING SCREWS CAN BE USED m v IN LIEU OF #14 X 5/8" SMS. SOLID BRASS DOOR VIEWER m Q �J N BY 'SCHLAGE SECURITY HARDWARE' 3/4• X z' X 2-1/2" X .049• STEEL ENO STILE, CONNECT TO PANELS WITH INSTALLED IN 9/16' DIA. HOLES IN CENTER STILE 0 rFIAPS AND 5) OR (6) 3/16" ALUM RIVETS SEE DETAIL POSMONED AT EYE LEVEL ANCHORS: C g EDGE •j/B' DI0. POWER -BOLT BY 'POWERS' b Q I ZR DISTANCE A) 2' MIN. EMBED 1NTO CONCRETE (3000 PSI MIN.) c° x' 5ffi 2' MIN. EDGE DISTANCE b' ,bj1-3/16� ,j/B' 01A. lil r SLEEVE By 'HILT' 8) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 2-1/4" MIN. EDGE DISTANCE INTO CONCRETE 1 I 4' MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE Pc a 3000 PSI MIN. 10 o ? 8 = C-90 GROUT FILLED BLOCK I'm - 2000 PSI MIN. 0 ANCHOR TYPE A OR B 1 I (t)) PER BRACKET O §EE SHEET 3 FOR BRACKET SPACING Ec9r. JAVAD AHMAD r CMpLFICAN927-1/2' X .050" 1/4-20 SS BOLTZcALv. STEEL INTERIOR SIDE 7-� Nur kbCENTER HINGE END O� / O PUSHNUT 1.82 DTA. X .50" STEEL ROLLERS (STD.) Q� ti/ dfOWiOg DO. IED ON ROLLER SHAFT 1.82' DIA. X .50' PLASTIC ROLLERS (OPTIONAL) 1 02-21 2.75• D1A X .50" STEEL ROLLERS (OPTIONAL.) SECTION B-B WITH 4-1/4" STEM sheet 20f 5 N RIVETS 5/16` X 1-5/8' LAG SCREWS INTO WOOD OR 2-3/4" X 5-1/2' X 3' X .104' 5/16' SLEEVE ANCHORS GALV. STEEL WITH 1-1/4' EMBED INTO MASONRY TOP ROLLER BRACKET 3 PER BRACKET FASTENED W/ (6) ➢ 14 X 5/8' S.M.S. rGA. CALV. 91EEL ADJUSTABLE SLIDE FASTENED TO BRACKET 2-1/2• X 4-1/4' X 13 GA. STEEL PLATES 8 X 3/4' HE% HEAD WELDED TO 1-1/2" X /-1/2' % 14 GA ANGLE FASTENED TO TRACK M. CREWS / M. SCREWS &NUTS. 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' % 5-1/2' X .104' (2) 3/18' POP RIVETS GALV. STEEL FASTENED W/ T4) i 14 % 5/8' S.M.S. TOP ROLLER BRACKET FOR HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION 1/2' X 1-3/4' X .058' FORMED STEEL /GLUED TD PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16POP RIVETS `-5/16" MEETING RIB PLASTIC/STEEL ROLLERS ,,-1.82' DIA. X .50" W/ .44 DIA X 4-1/4" STEM OPTIONAL INSULATIONS: EPS-EXPANDED POLYSTYRENE DENSITY = 1.05 PCF NAA J07-1107.08 OR ISO-25 POLY-ISOCYANURATE DENSITY a 2.0 PCF N.O.A. 007-0301.10 OR DENSITY = 0.92 PCF N.OA 007-1018.07 14 GA. GALV. STEEL ROLLER HISSTED W/ (6) j 1144 X 9/B-SMS MIN. .D24' ROLL FORMED STEEL PANEL DRAWING OUAUTY G-40 MIN. YIELD STRENGTH - 39 KSI WITH PRIMER AND BALD -ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BK W/ (4) d 1144 XET5/8" SMSO % r WRH 1/8' X 1' S.M.S. O 48" O.C. .SECTION A -A AND RUBBER WEATHERSTRIPPING SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES It, 2 X 2 X 1/8' HORIZ. ANGLE HORR. TRACK SUPPORT, SPOT WELDED TO HORIZ. TRACK CENTER SUPPORT REDD. ON DOORS WITH TWO WELDS AT 1-1/2' APART EXREEDING 8 Fr. IN HE" FIRST AT 3' O.C. 11 A ►-, REST AT 9' O.C. CONNECTED TO FUG BRACKET ANGLE WD3/4' BOLT &NUT A.�- J AND 0 SPRING SHAFT GUIDE NUT (2) 1/4-20 X 5/8' BOLT & NUT TRACK LENGTH - OPENING HEIGHT PLUS 12' VERTICAL TRACK _-'�r 4 GA. GAIN. STEEL TRACK 2-1/8' X 1' X .080' SECTION A -A DOOR • SECTION HEIGHTS I BRACKET PLACEMENTS OGHT 1ST 2N0 3RD 4TH 5TH B1 02 B3 B4 85 B6 B7 BB 18' 18' 18' N/A 1" 11-3/4" 23" 34" 87" - 1" 11-3/4" 23" 34" 45' S6' 87' - Z0" 21" 21' 21' 21" N/A 1" - 23' 34" 45' 56" 67" 18 18 18 1 - 7r 23 34 8'-0" 21" 18' 18 16 21 1' 11-3/4' 23' 34' 45` 1 58' 1 67" 78-1/4" •-SEOIIONS ARE NUMBLHED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10' O.C. 1.9" X 2.19' % 3.3' X .090" STEEL TRACK BRACKETS 2-3 16' HIGH CON ECTED TO TRACK WITH 0) 1/4' BOLTS & NUTS. ZLu FF n O Z QE 4 O Q aJ � Otcy a V O M 00 'L 0 Qw3E'n � WO 0 0 o M jM WLTi G Z F' z N Z m m O (n I Of Oz9� O.o � N= N AVAILABLE TRACK OPTIONS S End: JAVAD AHMADCIVIL PRODUCTREVwzo c RA. PE / 70592 rl'� Fa 1 02 9 21 I i 1-1/2" MIN. 1 E DIST. � m 1 2BY WOOD BU , B �g 1/4' 6SCREWS 2 ' FROM END1 ErY t/4- OW LAG SCREWS ATwow I �µD15D.C. AT BFROM ENDS AND 15' O.C. MAX. 1 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. 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 Cowl COLUMN WITH 1/4' ULTRACON BY 'ELCO' WITH SPACING OF 16" O.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED 13' O.C. INTO 30DO PSI CONCRETE, WITH 1-3/4' MM. EMBED 2-1/2' MIN. EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WITH SPACING OF II" O.C. INTO BLOCK WALL. WITH 1-1/2" MIN. EMBED 13' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 3' MIN. EDGE DISTANCE 3/B' CONFLEX BY 'ELCO' OR 3/B' LOT BY 'EIW' WITH SPACING OF 23" O.C. INTO 3000 PSI CONCRETE. WITH 2-1/2' MIN. EMBED 3' MIN. EDGE DISTANCE 3/B' HLC SLEEVE BY 'HILTI' WITH SPACING OF 13" O.C. INTO BLOCK WALL, WITH 1-1/4' MIN. EMBED, 4' MIN. EDGE DIST. 15' O.C. INTO 300D 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 WrrH FOUR 5 BMS EXTENDING INTO FOOTING AND INTO RE BEAMS ALL fiMS BE CONTMUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/i6" DIA. BOLTS WITH WASHER k NUT AT 12' O.C. MAX ANCHOR SPACING ANCHORS STRUCTURE EMBED I SPACING EDGE DIST. SLEEVE BY HILTN 3 8 HNLC CONC. 1-1 4 8' 2' SC 3 8" HLEEVE BY HR.TI FILLED BLOCK 7-1 4' 4" 3 B" DYNABOLT BY 'TIW' CONC. 1-7 2 8' 2-1 2 _ 3 B' DYNASOLT BY ' FILLED BLOCK 1-1 2 8' 3-3 4 30 POWER -BOLT BY POWERS CONC. 2" e' 2' 3 8 SLEEVE-ALL BY SIMPSONS CONC. CONCRETE f'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK f'm - 2000 1-1 45fEEL AN/GLEX 14 GA / 12 GA. GALV. STEEL FIAT BRACKETS t3' LONG AT 12' O.C. IN DOOR OPNG. A 16' O.C. ABOVE DOOR OP.. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE —i 2-1/8' X 1" X 14 CA OX5 8" TRUSS HD. & LOCK NUT CIVIL 4.FLA70592 O� 4,lu Z O QWE m n O eN �aa�8 0 dW FRIDIDUCTREVUlD yMT�tM F7aFid� Hip, H�-- � Rabet O drawing no. 02-21 to 'lv DOOR PANEL 24 GA. (.024) STEEL MIN. 6' DIA WASHER 18 X 3/4' SUS 21 1 O 3/8' FROM ENDS F 11 AND 7" O.C. MAX. WOW I (4) 08 X 3/a' SMS _ d 16 1 O 1-3/8" FROM ENOS a0 J FD6 AND 6-1/2O.C. MAX. 1 � •- 3 0 .062 DEEP I!I III 1/4' POLYCARBONATE LE7fAN fiY SABIC INNOVATNE PLASTICS j 1 NOA #08-0305.02. jl. 111 111 1:1 1!I 111 Ijl X .082 DEEP ��175 ROOVE I 1 I 211�� O 1-3/8'FROM ENDS I �AND B-1/2' O.C. MAX. 1p8 X 3/4' SUS O 3/8' FROM ENDS AND 7' O.C. MAX. 7/16' DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EADENCE PAGE [OPTIONAL WINDOW LITES IN ANY LOCATION S00 1.765 1.144 I-1 .176 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION _rI II II III V #6 X 3/4' SMS O 3/8' FROM ENDS AND 4-1/2' O C MAX r INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS 175 X .062 DEEP /_GROOVE I i DOOR PANEL_J 24 GA. (.024) STEEL MIN. 15/16' MIN. .250 JV �o 4 N I N 0 n Z0 W �y° 1.725IL 0 Od a� 015 I 0 O a * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION 0 LL .IL9N_QJ O c3 � N Q U 2 a Z~Z � Ell e fn coC3 1 2 Of cc,:O �� h Q NQ J - 0, Lt, �A A ED II IJ;IlaIeI1 ,...... En4r.�Y� IR[ODUCCAIEVISED T � PE P •70582 N. 536 AEXTERIOR HuAElggCoQ141oPiurlqCMLF7 omlYmNo-By prodm drowing no. 02-21 ;A a8 2011 12/26/2011 11:01 32177'""74 PRECISION DOOR' N PAGE 02/12 DATE: PERMIT NUMBER: I a �V% 1 V r . T .g�ti;;;r , bW1" "� •. PLANNING & DEVELOPMENT SERVICES DEPARTMENT _+ BUILDING & CODE REGULATIONS DIVISION " 2300 Virginia Avenue Fart Fierce, FL 34982 (772) 4621553 APPLICATION FOR REPLACEMENT OF WINDOW% SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS I. LOCA'I'IONISTTE ADDRESS: 105 A4(k Ave Fo" P.1w __FC -TH45 t L PARCEL ID NUMBER. 130/- i9/3 - 0 zoW- 000 - 3. 4. DESCRT MON OF PROJECT OR WORK ACTIVITY: TYPE OF STRUCTURE- SER S. OWNERS INFORMATION Name: h ` r ' Address. _9_05..Oee! Perk Aup, City: Fern &= State; F f Zip: _IC g,— Phone: 4 �- JkLo Windom, SwingDoorx. Skylights, Fixed Glass Windows & Ilxnasn�ne B Opi g Design Pressum: A.S6C.E - 7 2C MOBILE HOME OTHER 6. CONTRACTOWS INFORMATION FL Reg/Cert #: County Ccrt #: 2Gi0 $ 1 Bu;.it m Name: ��rQtise „�� G'rec.�sao� Phanc Nq^bcr: bGaF Mmufacture Model # Pi<easun Method of Attachment # Product I I Florida Product Approval 4 Overhead Garage Doors c 30' - F.B.C: Table 1609.6 (1) + 1609.6 (2) B- SFic t 3x C- ske _ I4N � Qi e, 7. VALUE OF CONSTRUCTION: $ _19_ 5 ~ — FEES DUE: ' UWNER'K nFFII)AVF7: I certify t1j9l. sll of -the information ernitain.ed in this applicalim is coxmt and that all work will be done in eompliancc with all applicable )a". regulating cons motim and zmurg. .. �. kua+) .. Oar PRrNT QVALIHERS OWNERS NAME: �_ _ liN,% I 1 e QIt,�LiFIFR OWNER STATE OF Fr OVDA, COLTNTY 01. �J�va� 40e AC.:r:NOWLU)QED BrMRE ME Tins 2 S PAY OF Re C_ 20� BY �C _ J WINO IS i RSQNr1[,I; Y j�OWI�'L'O ME OR WFIQ KO PROMICED __ A4IDL.Nfi .ICATrON. q 51lAatn�Nt4 LQTC5 SIC N�t1itRF. Or Nfji r TYPE OCi Pii]NT NAMC OF NOTARY - Tm.X; NQ-U, r r COMMr.S,SION NLUBER NOTICE TO OWNER: YOUR FAILURE TO litCORD A NOTICE OF CgWENCEMENT MAY RESULT IN YOUR PAYING ���r; �AUdaNA L11I@5 EXP1R �38lQMlf fi:1A6303 NoWnWr 14, 2015 !� ', eond9dlhtuMdefyPoSNcUrpgn�(prg 12/26/2011 11:01 321777Ap!?j PRECISION DOOR --V PAGE 03/12 R'![,t Ci5i0II X?OOf 5tervlIw`e Tbi4 511fc(y elleeklist is to provide you, the coslomer, with the (772) 77"979 informntion needed to understand our recnmmtndation to make your dent, More. runctionnl, safe, and properly balanced, SY,�aS,.aT�FMp a 15i Contractor License #I The gancril terms. conditinnF and warranty on the reverse side of this contract arc part of tbls agreenicat. fiuyet, Acknowledges thnt ile has ran([ and received a completed, legible copy of this contract. including• ilia Tlerms and Conditions contalnod on the reverse Side hereof. This Contrast made as of this dare of acceptance by tlic Ptr;ri,;ign Door Service Franc�h!�sw, as noted al)ove. I in termed "Centn,Ctdr �6? 0 � G Address City State Zip Home Phone Wttrk Phone/Coll phone SIERWCE REQUEST OTY. PART DESCRIPTION FRI=rACId TnYnt • s P_ -11J0 m 1 l J' .__�_Lr".L�s"--ri��," a�^� ,ca� , � .+-"���T "R• ^,, Ell ... " PARTS METHOD OV PAYMENT: O CAS.l-I [DCiiECK 1* LABOR (make checks payabTe to "precision Door Service", Fee for rcnlmod cheeks,) SUBTOTAL CREDIT CARD ( ISA n MLA i""1 A714;719 I`IDISC rUEI. / 1rNFRY SURCHARGE Ar,.CC)UNTNU.` TAX SiCLRi7l'0)DE._,_EXPDATL i " t TOTAL L�,�`` j 11 Operator Pots Fan NIA. Pow, Pon PIA t Cotton! pari9! / Raritoteo / K ag's . ❑ ❑ ©❑ i.7 21 Boom/7coliiib f"i n r l r-I n Up Doors Down 7), Door Ratans . ❑: ❑ d' ❑ ❑ 8srina Cj © .L7 ❑ ❑ 0). Rollers [� [ ❑ . ❑ [] ❑ t o) 0ablos "� C7.. ❑ Ci.. ❑ ❑ -11Sefetv Cables 11.0 Z' ❑ ❑ ❑ 12) Drums 1 ❑ ❑ ❑ o 13 Corner Baarl tq 0 14 End 'SeMn ' Pfataa ❑ ❑ Strut Panel C61ldiflori Tecltitician's Evaluation / Roaommcnclati.o`.NNotcq Technician Name Technician's Signature Schcdula(I Datn f.'-�- Schoduled Time Completion Date _ Completion'ritno The work order agreement Is fir the protection of hoih the eugttimcr Paif %'recf�iob Door 5erviec. %c H;pt oar ettil6i trro•to tidy understand any recornMendrit3ons that we offet. Any cnatorder has theright to acceptor refuse ail or part of n technicidm's rechrrtmendhilon and/or recelve n second -opinion. f fapy understand -ilia oplanntion and the Inial price (S ... ) given to Inc. I ondcrstand _ I tmderjarid flint my door arid my operator art: two separate inech[misins, 111c retarnmcnrLoion forsc'vicinp ntrr door. �,t accept ilia Icchnicinn's n:cnmmendnlivns ninl wish to hove my cbtir sesviced ns this rime. —t wlah fv have partial wvicc pwrionned at ibis time. I trdderFlnn(I•thnt pmcision Door Service does 4nt recommend this and T,vlll reliugLikh ti,am nrnny 1lahlllty for tiny iblum damages or accidcnls !hilt May insult from not rollowing d,e technicinp's =Ar mcixlaiians, Rol& in the ierm ilidleatca ay the "Warmmy Qpiiogo" 6cclion, A wi'vim eltittgc may apply. _ .�I do not accept the tochnicinn's•rccomtncndaticros and do not wish to have my dm,t.perviced at this 111 this time. I understniid thm by not. nccepiiti t iF rccommendailota, (will -flat (told -'recision Door Service linbic for any fuulm dmmngCs or accidenTs'bat may result from not fallowing the tcrl,nidrtrfs r M ittinendatinn5. 11 has hcon explained 19me and 1 undammnd that myvperator may hove linen stralned or warnrhtc to an'mhnlnnccd overhead gnmpe dnnr. The technician I'm iaformcd•me that them Is no way to detect ill; longevity army aremtor clue it) dlix poFsible straln. I undeNimid that lhcm la nv guarantee ov wnminty, un n siraincel/worn gnrniu . 11 ACC>±P�'1!,NCE OF WORK ORDER AGiMEMEN!) The. Shrive or attached prlcti, speciflcntions, and tonditinns are sntisfadtory arid•her'eby accepted. Preeigton Door Service ig antirorized to do the work as spceiacd. Payment Is due upon,joh coinpletlon. Precision i:lhnr Service IS -only responsible for worst that was performed on the . The components of the Garape.Dnor or the•opemdrin System seavicetl•by Precision Ddnr service qualify for warl'haty prott:ctlon. .c Mashed! X ifetii ne L_ J 9o.)Q ay vitrrathi3 I Year Warranty [] 5 Xcttur Warlrataty I nitiab , .Fie,•',E i Z�,P'B` Vnr a 1V21}I1111-LYy Uc,- (.,,ULW of 4 C. - -WITbilvirfl nd & Regidaton-.-Waiis - http:l/www.niairddade.govlbuiidiWjpc-result app.asp?fl(WOA=&Classificatiojr--O,Urk,... Rees f i 1 F-� m N ;u m 0 H H 0 Z d 0 0 �7 _ C D G) m CS) N 12/96/2011 10:13 Ahl 12/26/2011 11:01 321777^-qO4 PRECISION DOOR _-7V PAGE 05/12 t4c:) Mw�ID• � 1tIlAMi[-iuAnr,, COUNTY BUILDING AND hl.LrfG11IiOR;Ef daA COriIPI�fANCr DI;iP PRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION DIVISION ,4RTM>u )VT (BIVCI 11805 am2 Street, Room 208 Miami, Fll orida 33175.2474 NOTICE, OF ACCEPTANCE (NOA) T (786) 315-2590 F (786),315�2599 www-m fatutd atd e-gov/bntlding .DAD Door Company, Inc. 12195 NW 98t1i Avenue Hialeah Gardens, rL 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 ANC -Product Control 900tion to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shah not be valid after the expira#ion date stated below. The Miami -Dade County Product Control Section (1n Miami Dade County) and/or the •AHJ (in areas other than Miami Dade County) resorve 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 revoko, modify, or suspend the use of such product or material within theli- jurisdiction. BNC reserves the right -to revolve 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 Tone. DESCR.I>PTION: Hurricane Master& Model $24/81I1. Stoe1 Sectional Garage'Door 16'-2" Wade X 161- 0" High with Window Lite Option APPROVAL DOCTIMENT: Drawing; No, 02-21, titled "24 GA, Roll Formed Steel Sectional Garage Door", dated 09/10/02, with last revision F dated 02/16/11, slticcts 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E-, bearing tile Miami -bade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Womm Product Control ,Section. .. MISSILE JMPACT RATING: Large and Small Missile Impact Resistant Run LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, mode cries number, the positive and negative design pressure rating, indicate impact rated if applicable, insta.11atio instruction drawing reference number, approval number (NOA), the applicable toast standards, and the •' t statement reading `Miami -)fade County Product Control Approved' is to bD located on the door's side track, bottom angle, or inner surface of a panel. NEWAL of this NOA shall be considered after a renewal application has been .filed and there has been nhangeya in the applicable building code negatively affecting the performance of this product, .. TERAHNATION of this NOA will occur after the expiration date or if there has been a revision or change materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any pruct, fo" sales, advertising or any other proposes shall automatically terminato thus NOA, Failure -to comply with any sce ioj,,Q this NOA shall be cause for termination and rcmovai of. NOA. ADVERTISEMENT: The NOA number precaded by the words Miami -Dade County, Florida, and .followed' • e expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall be e in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors an shall be available for inspection at the job site at the request of the Building Official. This NQl1, revises NOA # 10-0216.04 and consists of this page. I and evidence pages B-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrtt.a, P.E.�� NOA No, 171.0414,12 aAMt E, Xpiration Date: July 21, 2015 Page a Approval Dade: June 02, 2011 T 10Z to orrnr mvla Tumiddy ' 910Z I Alnr :81"(1 uopuldxu ZETTV01I'oN VON aaurMuxa 10x3u03 pnpoad '�'d �bXBd� 6bI.t6� l/ jr p �� 'Td °uogonr •v 'Ak Aq pau2is 4861L 1/80 P lup `Z6S8SZ "oN 410doX lso,T, `uopelocU00 xa;ola� Xq pasedud `slot, ' Tools ot-0 pa;utud BIG L I I £r i>1i LSV dad Tsaj, (uoisox O[)) keidS }I-eS uo �,Totraa lsay 'd 00 610-0 # VOA( dopun paj;!wgng, 'TcI tPOS-zo c( 'Z.1 IaupU ,Sq pains puu pau219 `EO/T £/0I Pa;uP `8LO,r,-£0 LLa i 'oN �rodag �au7 2ut�say $LIt,Taau�2tT auuoixxn ,Cq paYudaid `Jy4)Is) zooq IutTuMsa'd Iuuot3aaS;, jo 8-a Y1I jS`d aad Tso,r, a[iscrod, uo podmd Isar; 'Tcl `upaS-zo,rQ 'a peju I Xq polaas ptre pouVis `£OISIILO POPP `6Z£r'£0 I,LaH 'ON iiod2X `'our Sugsay V 2tTTx3�tii2ug ou>;aixxnLr .�q paxudaid «xooQ Iu> uapisa�r IeuopuS,, jo `Tsa1, ainssaid xT� 04uTS =0pu[1 uo pOdag say •Z 'S'd `apaS-zoxQ 'H laup-d Aq papas pu, pouals `£0/S I/LO pa1up 6SZ£X~C0 I'LM 'oN �xoda� �.o.ur 2a4say T Surxaautsua otmopmiq Xq paxudwd `,,sntiopuA tlWn xooQ Iup.•uoppe'd TauaT�oas" �o °as01, aanssa.Td Pu.A& oilo,iD pue Ts l Ta12dtur altssiN ags87 uo uodoX Tsay •� «c,OTZZU-So # VON4-'P?I" pas111"gr,1S» •a'd °Tuog d opipt►uo ,Sq paluas pue pau2is `I 1/TZ/I0 MIR `00LL-TT-1,LaH 'oN:Ioda2l `0uj Sugsay V Surxaamftq auRoTxxnH Aq Poludaxd UMS) xooQ reguapisa19 Ipu01100S,,;Io 80-8g W LSD xod iwl alisuay uo poda-j1sal, •9 'g'd'Alo j ',q opxpua;D Sq paluas pue paals `I •I/OZ/10 pap3p °DOZ£"11-1 51R ON 1xoda-d Four 2uiaso t v 2TTlxaaui2ua ouuorxxnl3 Aq pa.Tudazd `i6TooQ a�t�xBfl Ist�uaptsa�r IuuoiToaS },G8 �v'�C„,�a `b6-�OZ S'�'d, `�S3 xad �sa,I, axnssaad PTWA o1I')X0 pull b6-I0Z S�'L `�S3 xacr 3sa� �oudttq altsscy� a x8� uo �Toda� Tay •z 'ci `luod 'd opip"D Sq paluas puts pauBTs `LO/z0/50 Pawp `00Zt-LO-113H 'ON vodoX "oul StTi;sad � 2utxaatTt2tT� attu'nunF.r ,Lq paTudaad «xooQ a2Baup �utTuaptsa� cuuoiTaaS tiZ8 �VQ„ o `pb-ZOZ Sd,L `DS3 . Tad Tsar, falug paaxod pug Su.pBo, °.say axnssa.id xtV'DPTK y uuggiun uo j.iodoX Isod, It S.LSa;L .$ '2I'd `Puu.r%'d p•eAlef Xq paluas pav pau2is luollmocUoD Taooae jl -IV Xq paxuclaid °S jo S tpnoatl:} I spots `x 1/9I/z0 pa3up ;:l uoisi4ai MI t1lim t0/0I/60 Pa�up `«iooq o2t�auo IguorToag pals potuxoa TIo2{ '�� p01114 Tz-ZO 'ON StTtnn Q •X • SJ1�TZr1�i�tr "� a Lacr sn� ��� az�� •� • ,La�aa�,�a ��xxo vaux 11duffo5.100a aYm ZT/99 39dd /l___ HOOQ NOISI03�Id bcL,V`LIIZ.TZE TO:TT TTBZ/9Z/ZT 12/26/2011 11:01 321777;"'-74 PRECISION DOOR, -"tiV PAGE 07/12 PAR Door Cam a Inc, OTICE OF ACCEPTANCE: _ E'trID1JN +SUBMITTED C. CALCULATIONS L Anchor verification calculations prepared by Al-Farooq Corporation, complying with, F.B.0 2007, dated 04/07/11, signed'and sealed by Javad Ahniad, P.E. 2, Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B,C 2007, dated 1.2/19/08, signed and sealed by Humayoun Parooq, P.E. "Submdtted under NOA # 094128.02" D. QUALITY ASSURANCE L Miami -Dade Building and Neighborhood Compliance Department (BNC) E.-MATERIA,L CERTIFICATIONS 1. Notice of Acceptance No. 08-0305,02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their Insulfoain' Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11 /29/12. 3. Notice of Acceptance No. 07-1.1,07,08, issued to Dyplast Products, LLC, :For their Expanded Polystyrebe Block Type Insulation, approved on 02/28/08 and expiring on 01/11/12. a. Notice of Acceptance No, 07-0301..10, issued to Dyplast ;products, LLC, for their Dyplast ISO-Cl .Polyisocyanurate Insulation, approved on,, 06/07/07 and expiring on 01/11/12. "Subr iUed under NOA # 054228. 02" I. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc,, Report No.11MTI 04-A002, dated 09/27/04, signed and sealed by Rafael E. Droz-Soda, P,& 2. 'Test Reports on Tensile Test per,ASTM D638 of "PVC Extrusion Material", prepared by Hwrlcane Engineering & Testing Inc,, Deport No. )[YETI 04-T251, dated 11/29/04 signed and sealed by 1. 4hia, P.E. 3. 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 05/06/04, signed acid sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to FBC 2007 and no financial interest issued by Al-Farooq Corporation, dated 04/01/11, signed and sealed by Javad Ahmad P: Carlos N. U ire6, P.E. Product Control Examiner NOA No. 1 1-0414.12 Expiration Date: July 21, 2015 E .2 Approval Date: June 07, 2011 04 c-I 1 00 (9 w+ 0 Q IL @ 1 Gtlow. Srfi . x W77• W/ (6) jlc K 5 SED /C' SlG O e-1/2-X 2-1/4' Y 18 G4. 57Q1 CENTER HNCE uy {4j €14 X 5/67 SAES W"nouv I �r K x .15 1Hr.. SRTNG COrO31 SU]E &7LT 1OtK (97E7T 3OFS) � T;IlSFErEED w/ (4) €14 x 1/2' sus j 5/6' IAHt6ELTErTT . LOCK EtxODHrDP.S13 T9 E FCC 1D12 EECU=4:3 OARRGE Door \ -31i4 fr K 5-5/HT7 K xgo— Sr£$ FLATS; L-3/8' Y.1_R1 (3) J14 Er SF1F Q A--Va so CW p 1a3Rr i CON9S15 CF e & I r EiRT'.C1CtZ' f1P� 51L'_ 2FT UOOP. / LOW HEAEIRMA Drina- �SLEfL PLATE UTIV (4) E14 Y. 3/4' SJ5 5 1J C. Sr1..E OWSI� . OIrTSTLrc HA`.9:E l 1DJC TDC FWrUZE 5-1/T' Y 2-3/4` Y D-l' SHU FL4TE WIN 0.4E S/K-IS MS R% rAIT oFnxcw DW;j vz-B::r rASTENED ro E72] STILE ium TO BE NSCK1Ep AN-7 �SFEETJ 3�FUR T.7P SVJD(ET OP�710.V5 My 75him s14E r 07 I II L LOCK W& CWI-Z NMTIAUEp Ot: r*n SOLt B -71 H {4) 114 Y. 5X MM 18T x .GW LOCK "P. 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G�c.e Coup �Jec�mlc r 26,20t VAX NUMBER: TOTAL NO. OP PAGES INCLUDING COVER: -770-- q&2-1578 i PMONrs NUMBER: SENnrRIS REFERENCE NUMBER: IIP: 2 boor IP"mif A YOUR REFERENCE NUMBER: 0 01WI{N'I' ❑ FOR IkINTIiW ❑ 11I.HASH (,OMMIsN'I' Ll 1'1.1{ASIS RI''.PLY ❑ 11T.P?A.SH IU-CYCLE Nc 7'l*Ws 1COMMI:N'I'q; Thank- you