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Home My WebLink AboutSUBMITTED PAPERSr DATE: I I RECEIPT• I PERMIT NUMBER: 1 I (( ) 1 v�l PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION a 2300 Virginia Avenue � � Fort Pierce, FL 34982 - "' - (772) 462-1553 CAN St e y Fo APPLICATION FOR REPLACEMENT OF L UC16 WINDOWS, SKYLIGHTS, SWING DOORS, SLITTING GLASS DOORS cot/"? y &/)')OVERHEADG�AfRAGE DOORS 1. LOCATION/SITE ADDRESS: 36' / ,q.T�S �1 � WIi � F/jF /p-6,2ce 2. PARCEL ID NUMBER: ��7 '�� o �J.J �D� ��J p �J /► 3. D CRIPTIONOFPROJECTOR WORK ACTMTY: 4. TYPE OF STRUCTURE: SFR L--"' MOBILE HOME OTHER 5. OWNERS INFORMATIO��jj 6. Name: ("7!/JIC710MI L /IE'/Il �ii9j ✓o Vj"4'V i..G. Address}: 6343 71-f4L Tiy&9A GT City: S Ohl Zip: Phone: •` "~ Email: 10] CONTRACTOR'S INFORMATION FL Reg/Cert #:, County Cert #: 163,11q Business Name: GUd fIx1vo"�` � Phone Number. gf 01o'T7 Email: R )W &'0 e /¢O� • Cool COMPONENT ID. PRODUCT:DESIGN PRESSURE:; PRODUCT APPROVAL # WINDOWS SKYLIGHTS 4' Attach 2 copies of the Product Approval VALUE OF CONSTRUCTION: $ '206 /q 4 with details to the product being used. FEES DUE: OWNERS 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 c sAructio an zogmg. O PRINT WNER OR CONTRACTOR/QUAI IFIER NAME SIGNATURE OF OWNER CONTRACTOR/QUALIFIER �1 r STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF . 20 BY S PERSONALLY OWN TO E PRODUCED 0 t TATUROF Y E ORP NAM O_F P COSTITLE: NOT UBLIC MMNUMBER hef- ANGEL A M. HUFF �MY COMRSSiON #. EE 083530 EXIMU, April 12, 2015 Bonded Thru Notary Public Underwriters 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. ST. LUCIE COUNTY Vinyl Siding INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, and Doors is to be used only for those activities that are not otherwise included under a primary building permit. This application for -Permit may not be used for any activity that includes any type or kind of structural. alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead Garage Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ............................................. 2. PARCEL ID NUMBER: ......................................................... 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ 4. OWNERS INFORMATION: ................................................. 5. CONTRACTORS INFORMATION: .................................... Indicate the street address, or general location, of the property on which the building activity is taking place. Indicate the Property Tax Identification Number for the property on which the building activity is taking place. Briefly describe the building activity under permit application. Indicate the name and address of the owner of the property on which the product is to be installed. Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/constructibn activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no later than 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 Revised: 4/10/2012 PDSD JC Mee Surrey Date: Customer: Phone: "� J iiEE 5 Phone: Address: -35991E �7 Fax: F , Fl,. Cell: y W x H WG P�odel Zone Exp. Design fl�.S.1F Test 1�.S.1�+ x wall Construction Vertical Jambs Header �pr!Rg Pad CMU wood Other ,:� I, . P)- (�)( _ Required Anchors # ? Below Wood Jamb Attachment To Structure { # ) For attachment of jambs to cast in place concrete, Use 3/8" x 5". Install bolts a maximum of 6" from each end and at 24" on center. Anchors must have a minimum of 2-1/2" embedment into concrete. ( # 2 ) For attachment to hollow block use 1/4" diameter tapcon anchors. Install a page- of anchors a maximum of 6" from each end and a page- at 12" on center. The pair of anchors should be approximately 3" center to center Anchors must ligypuja minimum !Y��"Iags be ent ' t o w block. (# 3) Attach ,��; to av®®a� frame with 9 " x &'t J'a t/ 1,� � required) to secure tltru IVOW �, " x 6 jamb with minimum of 1 1/2" embedment into existing stud wall. WOOD Existing Wall H"TTERI®R CHU a d1F9Y IGE Q®90R �S1671u PRESS 6dRGS� - -:TABLE 1649.3.1 �V78 i 25 l o - 'TW , IJu 1 160 -3 101 i ]08 1 116 124 j : I mile per hour = 0.447 m/s. a. linear interpolation is permitted. b. Vc-:, = nominal design wind speed. c- V u = ultimate design wind-spee&delermined fmmFgtues 1609A, 1609B, or 1609C TABLE 16Q9 7(9j AGE DOOR AND ROLLING DOOR-.VAkD; l300F HEIGI;p ydg FOR A BL11LD)NG WITHA 1 HT OF 31T'F LOCATED 11N.�XPOSi III B ({ � EFFEC7NE YVIfiiD I AREA V lermined in accordance Width Height 'r with section 7609.3.1 as. 8 IOS -1 ].9 ( 11.7 .10 }0.1 -1]at 11A 14 10.0 -10.7 1 in it 0 f00 110 120 I Roof Am9180-10,de9reaa -]33 145 -164 17.5 -119.9 20.9- 2 .3 6 245 �-26.627.5 -127 14.0 -15_7 17.0 -19.0-. 202 -=1 -120 733 7 3.7 -14.8 16.1 -17.9 192 -21-4 225 -25,1 26_1 Roof Art91e> 10 -143 15.8 -17.9 19 1 21 750 354 I6 [ 7 1 10.9 _17? 123 - •6 22 8 25.8 .3].0 -35 I 35.6 4p? -73.7 15.2 -169 183 _ 20A 21.8 -24.3 25.6 _? For SJ: 7 Square foot = 0.929 rrr . l mph = 0447 m/s, i psf= 47.88 N/rrr 8S 29.7 33.1 31.1 30,0 1. For effective areas or wind spuds between those ' ` ?. Table values shall be adjusted for halo `N� above theoagd Yqy _. Qnterpolated. otherwise use the load associated with the ]averefrcc[ive ara 3. Flus and minus signs sip height and exposure b multi l m b adjustment coefficients in Table 1609.7{2). 4. Ne =mfy p�� acting 10ward and away from the building surfaces. - gauve Pressures assume door has 3 feet of width in building's end zone TA bt ---- x,a, aulusma for other exposures and heights by multfpiving by the aboee coefFrden[s. R612.8-5 Garage door la(leUng. Garage doors shall .be labeled with a permanent labelprovided by the manufacturer. The label shall identify the manufactlireri. the garage door �J, model/series number, the positive and negative design prey- surerating, indicteitnpactrated if applicable, the installation instruction drawing reference number, the Florida Product ' h , Approval or Miami Dade Product Approval number if appli- cable, and the applicable test standards, rti The required garage door components for an approved - garage door assembly may be indicated using a checklist for- mat on the label. If a checklist format is used on the label, the installer or manufacturer shall mark the selected co 3f1�� on the 'checklist that -are m mponents a quired- to assemble an approved o - �ara�e door system. The installation instructions shall be provided and avail- y� able on the job site. Alt t, e 2010t'LORIDA BUILDING CODE xi,41 4xPr &t-- RESIDEI'M lL TOP FIXTURE 5-1/2' X 2-3/4' X 0.1" PUSH NUT STEEL PLATE WITH ONE 5/16-16 MS W/ NUT OPTIONAL DOOR VIEWER 7-1/2" X 3" X 071" p FASTENED TO END SDLE WITH TO BE INSTALLED AT GALV. STEEL END ROLLER HINGE (6) #14 X 3/4" SELF DRILLING SCREWS ANY CENTER STILE 1 p W/ (8) #tA X 5/8• SMS p p SEE SHEET 4 FOR TDP'BRACKET OPTIONS ENTE p GAL7-1/2" 25TEEL C1/ENTER HINGE p ®I CENTER SEE S H 'A!A! r y A 3 W/ (4) #14 X 5/8" SMS 1` 0. ® I M� 2/ DOOR � � O uQ. 1" W X .15 THK. LATCH I g& a 0 SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) + B = S Y LL 2; a FASTENED W/ (4) #14 X 1/2" S.M.S. B00 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO u� FOC 1012 REGARDING GARAGE DOORS i rc =zg 5rcQ� i5 I I w ® � o 158 DIA. GALV. AIRCRAFT TYPE E k NICO-PRESS SLEEVE W MIN. 5 TO 1 SAFETY FACTOR ® ® p to 71 STEEL PLATE WITH (4)) (J14 X 3/4• U . 1 ® io II,,''tMj SELF DR(LLING SCREWS `V 5 J STDB�K DOOR LOW H1HECADROOM . I 13: a Z ui 7 / of DOOR OPTION — — _ = — - 00 o HEIGHT CONSISTS OF FACH DOORT 7-7/8• X 3-1/8" X .DID" \� �� -_ I IIr n IV-W 2 SECTIONS 18 2 SECTIONS 21 STEEL PLATE OPTIONAL VENTS OPTIONAL FLUSH FACE L A O Z 0-B' 1 SECTION 18' J SECTIONS 21' WITH (4) #14 X 3/4" SOS (3) 5" WIDE AT i D.C. MAX. WOOD GRAIN DESIGN 0 w oPNC. ARFA NOT TO EXCEED 120 SO. IN. 7' 4 SECTIONS 21" - MAX. DOOR WIDTH n 7 -J - - 3 CENTER STILE i W-2' IV 7'-5 t7aP STILE 5 SECTIONS 18" - N 7'-0' 4 SECTIONS TO* 1 SECTION 21" OUTSIDE DAB DOORS INC. N _. 8' 3 SECTIONS 2 SECTIONS 21' HANOIE Hurricane Master® Model 824/611 O S. -3' 2 SECTIONS 3 SECTIONS zt RAISED PANEL EMBOSSED DOOR We' Max. Size 16'-2" X 16'-0" High W 21S* -1 SECTION 1a SECTIONS 2t^ With Window Lite Option e'-e' 0 SECTIONS 21' - 9' 6 SECTIONS 18' - ° LACK BAR GUIDES 9'-3' S SECTIONS 18' t SECTION 2t' 4 INSTALLED ON END STILE DESIGN PRESSURE RATING = + 48.0 PSF 9,-8"9' 4 SECTIONS 18" 2 SECTIONS 21• WITH (4) 414 X 6/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 52.0 PSF 9'-3 SECTIONS 18' J SECTIONS 21 p to' 2 SECTIONS IS' 4 SECTIONS 21" ° u 1BT X .BW LOCK BAR ENGAGES IN TRACK 1 SECTION 1B' S SECTIONS 21' 6 f0'-B• 6 SECTIONS 21' - ON EACH SIDE OF DOOR C a CEMER STILES SCHEDULE 'A' 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE g E( $ 1 11' a SECTIONS 18' 1 SECTION 221 CENTER STILES CONBOURNTION REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING $ b S 11' S SECTIONS 16" 2 SECTIONS 21 OPTIONAL HIGH VELOCITY HURRICANE ZONE. It'-3" 4 SECTIONS TV 3 SEC IONS 21" OUTSIDEKEYED f1(:I( DOOR WIDTHS (f OF CENTER STILES 11 -8 3 SECTIONS 18" 4 SECTIONS 21' ® ® ® B'-W TO 111-10 2 2. ANCHORS SHALL BE AS ELATED, SPACED AS SHOWN ON DETAILS. 11'-9' 2 SFLTIONS 18' S SECTIONS 21' LOCK BM LACKING SHOWN 10'-0 TO 11'-10" 2 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL e IV 1 SECTIONS 18' s SECTIONS 21' S ALT. TO LOCKS SHOWN ABOVE 12•_O. 70 13'-10' J DRESSING OR STUCCO. O o d i2-3" 7 SECTIONS 21' - I W-0" To 0'-10" t4'-0 To 15'-10" 4 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL , 12'-8' 8 SECTIONS I 2 SECTIONS 21' DOOR WIDTHS 18'-11' To 16'-2' 5 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN �' ° 12'-8' 5 SMnONS 16' 3 SECKDNS 21" THESE DETAILS ARE NOT PART OF THIS APPROVAL L- 8 1J' 4 SECTIONS 18' 4 SECKDNS 21" 5. A LOAD DORAAON. INCRFASfJ;IS USED IN CH ONC<Y:;1 13' 3 SECTIONS 18 5 SECTIONS 2t"ISU1J-8' 2 BECKONS 18 6 SECTIONS 21' N En§r:13'-2' 1 SECTION 1S' 7 SECTIONS 21' F1APE:g 14' 8 SlOOTIONS 2T' -10'-0" TO 11'-10"14'-0" TO 15'-10" CAN. "3538 '•'8�tt��0od"14'-3' 6 SECTIONS 18" 3 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS swig mgl CO*4 SECTIONS 21 ;' �AaDephrme NO y0110 OS14'-8' 4 SECTIONS 18' 5 SECTIONS 21` 1_ 3 SECTIONS 18' B SECTIONS 21" 15b 2 SECTIONS 18' 7 SECTIONS 21" ll` By 1S'-e' 1 SECTION 1' SECTIONS 21' LMLoeE15'-9. 9 SECTIONS 21' - REFER TO SHEET 2 1z•-o" To 13'-to• ts'-n" ro ts•-z" 18' a SECTIONS te• 4 SECTIONS 21" FOR U-BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS �' Bheet 1 of B Il I I (Mimi i Mimi imIMMI i. SCECON 5 SCETION 4 SCETIM 3 SCEfpN 2 SCERON 1 SCERON 0 SGETION B SCEOON 4 nl" SCETION 7 SCEUON B SCEMN 5 SCETION 4 scETNN, 3 SCERON 2 SCERON 1 5 SECTION ODOR IIEIOiff RANGE 7'-5' TO 5'-0' (3) u—eARs 8 SECTION 000R HEIGHT RANGE 9'-0' TO 10'-3' (4) U-RWZ 7 SECTION 000R HEIGHT RANGE 10'-S' TD 12'-3' (5) U-BARS S SECTION DOOR HEIGHT RANGE 0'-3' TO 5'-5' (4) U-BARS 8 SECTION DOOR HEIOHf RANGE 10'-B" (B) U-BAR3 SCETION B SCEIION 7 SCERON 8 S=DN 5 SCENDN 4 SC€CDN 3 SCEOON 2 SCETION 1 SCERON B SCERON 5 SGEBDN 7 SCErrox 5 SCETION 5 SCETION 4 SCERON 3 SCEIION 2 SCERON 1 SOCRON 10 SCETION S scENON B SCERON 7 SCET,ON 5 son= 5 SCERON 4 SCETION 3 SCERON 2 SCETIDN , ' B SECTION DOOR HEIGHT RANGE 12'-B' TO 13'-3' (5) U-BARS A SECTION DOOR HEIGHT RANCE 14'-3' TO 15'-G' (0) U-OARS 8 SECTION DOOR HEIGHT RANGE 13'-0' TO (5) U-BNts • � I ,,1� Y r.Ot. JAV t8(ODUC'i'liBh»!» iy ,.'FICA ti1f •�0532 '. ,. N'M IA, .W �+ 0 111 �,� draws q no. 98-05 16 CA X 2-1/4" X 3/4" X 2' GALV. STEEL U BAR REINFORCING TRUSS O BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERME014TE STILES W/ TWO 114 X 5/8' SX& AND TO ENO STILE W/ FOUR 114 X 3/4" SELF DRILLING S. 1/2' X 1-3/4 O TOP OF E BOTTOM SEAL .058 ALUM PLATE WITH Id. 8" % 1" S.M.S. O 48" O.C. AND R BBEWEATHERSTRIPPING 1ST SECTION(BOTTOM) REINFORCING BY E� STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/18" X 1-5/8" LAG SCREW (FULLY THREADED)) HEX WASHER HEAD TYPE A SOUTHERN PINE 0.55 S.G. •' vas 1-3/16" 1,9E X 2.19' X 3.3" X .090" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 24 GA. STEEL PANEL Z n FLAPS BENT OVER PANEL " m 1 " o 1/2" PUNCHED HOLES I O 4" O,C, V t n USE REINFORCING 'U' BAR AT 4` I O 0• g TOP SECTION ONLY AT I TOUR 0 it. << d! 2-1/4" X 3/4" X 2" :L iff BAR REINFORCING TRIES TENED TO VERTICAL INTERMEDIATE STILES SECTION DOORS k I 1� Q (g� 14 X S/8" S.MS. AND TO END STILE 1 14 % 3/4° SELF DRILLING SCR. ------3 - Ikk C J ,, 891 AEDIATE SEI REINFORCING 4AL STOP MOULDING OR INSTALLER 14 X 5/B ER SMS PHINGE 1/2" X 1-3/4" X .058' FORMED STEEL rGLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16' POP RIVETS ENE-S/8' X .049E STEEL AND RIVETED (4) 3/16" RIVETS POP 4/14 X /8" S.M.& HING yq� 3/16" POP RNEB1 I AT 4" O.C. 'e,/ a al (8) FOR 21" STILES 5 FOR 15" STILES M M 16 QA, % 2-1/4° 113/4" 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 END STILE W/ FOUR 114 X 3/4" SELS DRILLING SCR. Z b m .024E STL PANEL to p TOP SECTION OUTSIDE OF DOC � z o � m4 to� ' X 2" X 2-1/2" X 1049" STEEL N STILE, CONNECT TO PANELS WITH O S AND T8) OR (6) 3/16' ALUM RIVETS DETAIL AABBOVE SOLD BRASS DOOR VIEWER EDGE BY 'SCHLAGE SECURITY HARDWARE' mb D ANCEINSTALLED IN 9/16" OIA. HOLES IN CENTER STILEPOSITIONED AT EYE LEVEL 7-1/z° X TEED° I INTERIOR SIDE 1 STEEL TRACK GALV. STEEL J 7- ROLLER % .071 E CENTER HINGE END ROLLEfi HINGE la cA x 2-1/e^ x 1• (srANDARD) 12 OA. X 3-5/16" X 1-1/2' (OPTIONAL) 7/B" PUSHNUf 1.82' DUL X .50E STEEL ROL FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1,82° OIA. X .50E PLASTIC ROLLERS W/ I/4-20 X 5/8° TRUSS HD. LOTTED M-r- & LOCK NUT SECTION B-8 2.7E DIA. X .50° STEEL ROLLERS WITH 4- T•-3/16. o p$ 3e8' POWER -BOLT We 'POWERS' 2 MIN. EMBED INTO CONC. d 2" MIN. EDGE DIST. o 0 ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING,'„' e w n u m Epgr, JAVAD CNB.• M0DtXTRM=D I FIA. P592'- �I{OUm/�I1501Y1ti�P� g 1/4-20 & NUT SS BOLT EbQD s E, ,is A 14o e� m ;RS (STD,1I Sdraw OPOALNj 98in-g 0n5OPTIONALo/4" STEM sheet 3 of 8 r- SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES RIVETS 2-3/4' X 5-1/2" X 3' X .104" ` .GALV. STEEL TOP ROLLER BRACKET FASTENED W/ (0) ® 14 X 5/8' S.M.S. 090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5 18-18 X 3/4' HEX HEAD 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR 5/16' SLEEVE ANCHORS WITH 1-1/4' EMBED INTO MASONRY 3 PER BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES // WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE M. 50EWS & NUTS. FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS 1 TOP BRACKET / (STANDARD) TOP BRACKET)) LOW HEADR OM OOoR 1ORIZONTAL REINFORCEMENT 1/2' X 1-3/4" X .058" FORMED STEEL )LUED TO PANEL AND FASTENED TO lERTICAL STILES WITH 2" X 5-1/2° X .104' 2) 3/18' POP RIVETS y CALM STEEL FASTENED W/ (4)R6LLIER X8NI 8 FOR LOWHEADROOMDOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL QLVED TO PANEL. AND ;ASTO 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: EPS-EXPANDED POLYSTYRENE DENSITY . 1.05 PCF OR #07-1107.08 ISO-25 POLY-ISOCYANURATE DENSITY = 2.0 PCF N.O.A. 107-0301.10 OR DENSITY - 0.92 PCF N.O.A. #07-1016.07 14 GA. GALV. STEEL R (eHI GEES FASTENED 14 X /B s MIN..024' ROLL FORMED STEEL PANEL DRAWING DUALITY 0-40 MIN. YIELD STRENGTH - 39 KSI WITH PRIMER AND BAKED -ON POLYSTFR PANTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GAIN. STEEL T O) BRACKET 14 5FB ITTOM SEAL 38 ALUM PLATE TH 1/8" X 1" S.M.S. 0 48" O.C. ID RUBBER WEATHERSTRIPPING HOR2, TRACK SUI CENTER SUPPORT REOD. ON I EXfiEEDING 8 FT. IN I II II A�1 11 A — H. TRACK LENGTH =OPENING ORIZHEIGHT PLI GA. GALV. STEEL TRACK 2% 2 X i/R. HORANGLE SPOT WELDED TO HORIZ. TRACK TO WITH TWO WELDS AT 1-1/2" APART C FIRST AT 3" O.C. REST AT 9" O.C. CONNECTED TO FLAG BRACKET ANGLE W/ -3 16 X 3/4' BOLT &NUT AND TO SPRING SHAFT GUIDE WITH Z n O a rr ,� (2) 1/4-20 X 5/8' BOLT & NUT jF VERTICAL TRACK 2-1/8' X 1" X .080' SECTION A —A R n �+ p Oaaa no Oto i1 KET PLACEMENTS DOOR HEIGHT +SECTION HEIGHTS 1ST 2ND 3RD 4TH STH BRAG B1 B2 B3 84 85 Be B7 B8 8'-0" 18" 18" 18" 1B" N A 1" it-3/4" 23• 34" 45° 56" 67" - W-6" 21" 18° 18 21" N/A 1" 11-3/4" 23• 34" 45" 56• 87' - 7'-0" 21" 21" 21" 21" N/A 1" 11-3/4" 23' 34' 45" 56" 67" - 7'-B" 18' 18" 18" 1B° 18" 1` 11-3/4" 23" 34" 45" 56' 67" 78-1/4" 8'-0- 21° 18' 18" 16' 21' 1" 91-3/4" 23' 34" 45' Ai Be- 67" 78-1/4" urvu nl Inc ounvw FOR DOORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. X 3.3' X .090' BRACKETS I ) TRACK WITH IS & NUTS. STANDARD LIFE LOW HEADROOM DOUBLE TRACK . CM4 '. •'FLA. Pj� 7059z E` `� Qq 201i hawing no. 98-05 z 1-1/2" MIN. s: I E DIST. I .BY 1/4" DVa LAG SCREWS 28Y WOOD BU I AT 6" FROM ENDS WOOD AND 11' O.C. MAX. WOOD RAME BUILDINGS 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 SHkU. BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONG COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 12' O.C. INTO BLOCK WALL. WITH 2-1/4' MIN. EMBED B" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN• EMBED 2-1/2' MN. EDGE DISTANCE 1/4" TAP PER BY 'POWERS' WITH SPACING OF 8' O.C. IRO BLOCK WALL, WITH 1-1/2' MIN. EMBED B" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED 3' MIN. EDGE DISTANCE 3/8"" CONfy'BY 'ELCO' OR 3/eLDT BY DW' WITH SPACING OF 21" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED 3" MIN. EDGE DISTANCE 3/6' HLC SLEEVE BY 'HICK' WITH SPACING OF f0' O.C. INTO BLOCK WALL, WITH 1-1//4" MIN. EMBED, 4' MIN. EDGE DIST. 11' OA• INTO 30M 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 B B BARS EXTENDING INTO FOOTING AND INTO RE BEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS mg L 1/4" DNA. LAG SCREWS AT 6' FROM ENDS AND 11' O.C. MAX. ANCHOR SPACING ji p ANCHORS STRUCTURE EMBED SPACING EDGE MST. 3 6 HLC SLEEVE BY HILTI GONC. 1-1 4 6" 2" rD ��5}}M 3 8 HUG SLEEVE BY 'IMTI FILLED O -1 4 4" ¢ 5/18" X t-5/B° STEEL STRUCTURE OTHERS 3 DYNABOLT BY ITW' CONC. 1-1 2 " 1 2 DYNABOLT " tee{ 11 Z LAG SCREWS BY MUST SUPPORT BY OW' FILLED BLOCK 1-7/8-1 " to Z AT 11" O,C. THE LOADS IMPOSED BY DOOR SYSTEM S B POWER -BOLT BY POWER CONC. 21 8' 8 SLEEVE -ALL BY SIMPSONS GONG 1-1/2" 6" 3" CONCRETE 1'c - 3000 PSI MIN. N rn p 1 3 • DW, BOLTS WITH WASHER & NUT C-SD GROUT FILLED BLACK Ym m 2100 PSI MIN. Z L7 g .•a"'. �• AT I AT 12" O.C. MAX. EDGE MST.dh � L a \.' O t-1/2" 1-1/4" X 2-1/2" X 14 CA '—'CONY. STEEL ANGLE 12 GA. GALV. STEEL FIAT BRACKETS t3" LONG AT 1Y O.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR OPNG $+ c CONNECTED TO CONY. ANGLE W/ (3) SPOT WEIRS AT EACH SIDE 2-1/6°_X 1" X 14 GA. gg g ALTERNATE TRACK INSTALLATION _ �Emir. JAVA0, AHMA� CIVIL !BSSe�� '. 01 HD. PAOOiiCttREVI�p 'i •c��pi�wtlLmai�- y� I drawing no. tw1TAM°' 98-05 DOOR PANEL 24 GA. * PLASTIC COMPLIES WITH SECTION 2612 OF F6C 2007 soo zs0 ��u (.024) STEEL MIN, SEE EVIDENCE PAGE Z1.783 Q7/ts" Du. wA3HER OPTIONAL WINDOW IJTES IN ANY LOCATION 1.7E3 I 1.144 �0.7 <' j 1 II ®83/B./FROM ENDS AND 7" O.C. MAX. 21 3/4" WOW. WIDTH II 176 t"- J300 O Q 1 i I (4) /8 X 3/a' SMS t-3/B" FROM ENDS Y o t �8" m J D.L.O. * EXTERIOR FRAME * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION C °3 ro C LL zlhl d m jlii 1 L !ill + AND 6-1/2" O.C. MAX. c �yt1 Ijl 173 X .062 DEEP A B C O 1:1 !lil GROOVE Ijlj 1111 // BY4LEYAN SASIC IINNOVATIVE PLASTICS � j ! j Hi NOA 008-0305.02. - Q I111 O / G / n / / �.II l:7 iii B ZStn _ FF u Do w 0.I.I I.I. b / lay B vc I I11 i!11 Hi!LL01 � 0 (o uvi 8Z 87 ili! o x 1;1 Ijlj HP lil !I!i I I!i 175 X .082 DEEP GROOVE % y um LL r � n i III I (4) d8 X 3/4" SMS O 1-3/8' FROM ENDS AND B-1/2' O.C. MAX. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH WINDOWS 5 Yi e 1 -1 I'I I I B I I t C d8 X 3/4" SMS O O 3/B" FROM ENDS AND 4-i/2" O.C. M/Of.l 175 X .082 DEEP /GROOVE z _ �IsX3/4"SMS _ i U�ow wns O 3/B" FROM ENDS - AND Y O.C. MAX. r- -- - . JAVAD 7/18" DIA. WASHER........................................_ _ _ _ _...................... _ •fir CN9.ANMAD PRODUCT QfiVfyEO M•P�, 7D592 MO(f001�NrIlil�FlojQg ii 1 - ------ A�ool co& DOOR PANEL EXTERIOR owl.Q1s 24 CA. (.024) STEEL MIN. ANEL1B/iB' MNJ. O.L. OPO. ®Y drawing no. GAL (.024) STEEL MIN, GLAZING BRE t`�f°I p'°&'ao0m 98-05 WINDOW WIDTH sheet g of 6 MIAMI-DIAD DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION DAB Door Company, Inc. 12195 NW Wh Avenue $ialeah Gardens, FL 33018 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/uera/ ;,COPE: This NOA1s' Rg isissued 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, DESCRIPTION: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16'-2" Wide x 161- 0" Ili h (Rei reed) with Window Lite Option PROVAL D : Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/2311998, 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 manufacturer or its distributors and ..shall. be.available for inspection at the job site at the request of the Building-Offieial. This NOA revises NOA # 11-0414.13 and consists of this page 1 and evidence pages E-1 and E-2 swell as approval document mentioned above. - The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No.12-0110.08 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 42/ZZ/Zd/Z� Page 1 DAB Door Companvt Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, prepared by 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-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-Seda, P.E. "Submitted under NOA # 03-0210.04" 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. 259592, dated 08/17/1998, signed by W. A. Jackson, P.E. ®z�u/2�1Z 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 Insulfoarn 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 -CI 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. Q 2Z �pI2 C rlos M. Utrers, P.E. Product Control Examiner NOA No.12-0110.08 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 E -2