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Home My WebLink AboutSUBMITTED PAPERStj Y APPLICATION FOR REPLACEMENT OF St. Lucie County WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 8701 Lakeland RvA Fo4 Pierce 3y9sv 2. PARCEL ID NUMBER: 1301- 606- Boa- DDO -1 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 1r7sla'( like Far lilee 9X7 VQfQ4 e— boot' 4. TYPE OF STRUCTURE: SFR i1" MOBILE HOME OTHER 5. OWNERS INFORMATION Name: RobcCf 1Ylc'bowe-tl Address: Po &( 25 City: New Palf2- State: _y Zip: IZ561 Phone: $45- 399-9109 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: CR - 3g County Cert #: MUR Business Name: mm Enle.Carlses cF' &edcud dbc, Preci-,4on t"bar Phone Number: 337-N1/70 $ervicCS 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 # 120 mph 130 mph 140 mph Windows & Skylights Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) Size +So�6v 824 1 1- DIIQ. 2 c- ze 7. VALUE OF CONSTRUCTION: $ 10 y0' FEES DUE: Tf. RECEIPT: Tq�)t 0 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 ap icable laws regulating construction and zoning. P T QUA IERS/ NERS NAME SIGNAT RE OTr QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF &eyold /� ACKNOWLEDGED BEFORE ME THIS 31 DAY OF 20_IZ, BY 6t" SHfNJ WHO IS PERSONA KNOWN TOME OR WHO HAS PRODUCED aa ICA� SHAttAJAIA LUTES SIGNATURE OF NOTARY - TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING MY COMMISSION # EE 146303 "�Pfh �d�NOxy �rU4,2015 iMerwrlters a-o"A�Ihcisll \\ A- SER��/ Robert McDowell 8401 Lakeland Blvd Fort Pierce, FI 34950 r;__. .•.:3."• __„ve ..vex via.a,� v� Lea,va�u I a n Tomaf.uti. A L.- ' ly AU, 11 Indian Harbour Beach, FL 32937 Ph: 321-639-6157 - Fax: 321-777-4237 ■•v a■I• r� � L IV 2 a � l.ay.rr uate irvUica rr 1/30/2012 168057 Service Address 9401 Lakeland Blvd Fort Pierce, FL 34950 945-399-8109 Est. Technician / Installer 1 Estimate Date I Installation Date Terms Edelen/ 1/30/2012 Due @ install Item No. Description Price Each Amount Includes Sale, Delivery, Installation, and Haulaway DAB D" 90 Brown 150 Mph Large Missile Impact Rated and Sustained Wind Rated DAB 985.00 985.00 824 Hurricane Master Garage Door Gosh Post Complete Goal Post 2a6 PT Build Out 200.00 200.00 Permit Fee St Lucie County Permit Fee 180.00 180.00 Belt Drive Operator Liftmas-ter 3280 1 /2 HP Belt Drive Operator 455.00 455.00 Beh/Motor Warrant- Manufacturer Lifetime warrant) on belt and motor, Manufacttuer I Year Warranty 0.00 0.00 on Parts; 1 Year PDS Labor Warranty Energy Surcharge Energy Surcharge 20.00 20.00 Payment Received $500.00 by Ck #3412 Balance Due: 31,340.00 Owners are responsible for routine care and maintenance of new garage doors installed. All hinges should be lubricated with garage door lubricant spray every 6 months. Lubricating squeaking door will not be covered under PDS labor warranty and will be subject to a service charge. Opener "safety eyes" alignment is perfect at install. Please leave a clear path between the safety eyes. Alignment calls are not covered under PDS labor warranty and are subject to a service call charge. Customer Signature U Manufacturer's limited warranty on paint ❑ Manufacturer's limited warranty on hardware ❑ Limited lifetime warranty on PDS uDaraded hardware. PDS Installation Labor 1 Year Method of Payment ❑ ❑ ❑ Check Cash Credit Card Total $1,940.00 Payments/Credits $-500.00 Balance Due $1,340.00 qx 7 /'---D MIAMI•DADE MIAMI-DADE COUNTY • 11 k, 111 PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 'I" (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www-miamidade.govlbuildittg DAB Door Company, Inc. 12195 NW 981" Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) 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. BORA 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: 9'-4"Wide x 16'High Steel Sectional Garage Door w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahrnad, P.E., beating the Miami -Dade County Product Control renewal 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: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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 renews NOA # 09-0128.04 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. Qoc1 rim APPROVED FILE COR ry lea 0 iq NOA No. 11-0119.21 Expiration Date: August 9, 2016 Approval Date: March 31, 2011 Page t DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on 1) Unifonn Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149AB, dated 06/27/08, signed and sealed by Candido F. Font, P.E. `Submitted under NOA # 09-0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/08, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09-0128.04" 3. 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 08/17/98, signed by W. A. Jackson, P.E. "Submitted under NOA # 03-0210.04" C. CALCULATIONS ",Submitted under NOA # 09-0128.04" 1. 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. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC) Carlos M. Utrera, P.E. Product Control Examiner NOA No. 11-0119.21 Expiration Date: August 9, 2016 Approval Date: March 31, 2011 E-1 DAB Door Comnanv, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 04/26/07 and expiring on 08/27/08. 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" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 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. 6. 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. 7. 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 and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to 2007 FBC and no financial interest, issued by Al-Farooq Corporation, dated 09/09/10, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 09-0128.04, issued to DAB Door Company, Inc, approved on 03/18/09 and expiring on 08/09/11. '�W 0-309/II Carlos M. Utrera, P.E. Product Control Examiner NOA No. 11-0119.21 Expiration Date: August 9, 2016 Approval Date: March 31, 2011 E -2 7-I/2" X 3" X .071' GALV. STEEL' END ROLLER HWGE — W/ (6) IF 14 X 5/8" SMS \\111 N�� i 071" X 7-N��4i��[2" CENTER GALV. STEEL 1 (44)) #14 X 1/2" sus 2/ DOOR TOP FIXTURE 5-1/2- X 2-3/4" X 0.1" • STEEL PLATE WITH ONE 5/16-IB MS W/ NUT �! V FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER (6) 014 X 3/4' SELF DRILLING SCREWS TO BE INSTALLED AT CENTER STILE Z CENTER STILE r— A 30 fG� . I 0 Y 0 y�j4C B Ii.�y3 z �gp oac- Y F ' W % .15" THK. LATCH I SPRING LON" SLIDE DOLT LOCK (BOTH SIDES) FASTENED W/ (4) 0 14 X 1/2" S.M.S. S/8" MW. LOCK ENGAGEMENT CONFORMS TO taC 1012 REGARDING GARAGE DOORS i *lY�l,:l1 ", 6"X3"X0.1" STEEL PLATE WITH (2) /14 X 5/8" SMS BRACKET BRACKET STD. LIFT DOOR LOW HEADROOM DOOR OPTION 7-7/8' X 3-1/8" X .010" STEEL PLATE CENTER STILE WITH (4) R14 X 3/4" SDS OUTSIDE HANDLE END STILE LOCK BAR GLADES INSTALLED ON END STILE WITH (4) /14 X 5/8" SMS ABT X .6W LOCK BAR ENGAGES W TRACK ON EACH SIDE OF DOOR OUTSIDE K D LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE _— - - - co �W3 W r) a cn cn- co W $ oPrwNAL vENr LyA o 10, 0, (3) S" WIDE AT 7' O.C. MAX. OPTIONAL FLUSH FACE V 0 Z OPEMNG AREA NOT TO EXCEED 120 50. W. COLONIAL DESIGN W000 DRAW DESIGN (A Y2 N MAX. DOOR WIDTH O N INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR DAB DOOR MODEL 824 MAX. SIZE 9'-4" WIDE X 16'-0" HIGH DESIGN PRESSURE RATING - + 50.0 PSF - 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT I GENERAL NOT S— I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUREMENTS OF THE FLORIDA BUILDING CODE 2007 Av Engr: 3ZA EDITION INCLUDING HIGH VELOCITY HUFM ANE ZONE. Ow FLA PE / 70592 C.A.H. 2. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL j53a DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN W THESE DETAILS ARE NOT PART Of TINS APPROVAL. 5. A LOAD DURATION'NOREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY, EP 14 2010 IrOWi09 no. 01-09 FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.55 S.G. EDG DIST.• e 1-3/16" 1.9" X 2.19' X 3-3' X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 2-1/8" X I' X .078' GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ I 4-20 X 5/8" TRUSS FID OTTEO M.S. & LOCK NUT .024" STL. PANEL OUTSIDE OF DO STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16' X 1-5/8' LAG SCREW (FULLY THREADED) INSTALLED IN 9/I6" DIA. HOLES IN CENTER STILE ONE PER BRACKET POSITIONED AT EYE LEVEL OPTIONAL STOP MOULDING BY DOOR INSTALLER /14 X 5/8- SNS 6 PER HINGE SXISTEEL END SOLE. CONNECT TO PANELS WITH 1/2- X 1-3/4" X .059- FORMED STEEL FLAPS AND 3/16' ALUM RIVETS GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE END SMILE WITH 3/16' POP RIVETS 0 12" O.C. 1-7/8" X 2-5/8" X .045" STEEL �CENIIR STILE, GLUED AND RIVETED I TO PANEL W/ (4) 3/16' RIVETS '14 X S/POP RIVETS T I 8' S.M.S. /\ r 4/ HINGE 7-1/2' X .050' CALV. STEEL 1 CENTER HINGE 7/16" PUSHNUT SECTION B-B INSTALLED ON ROLLER SHAFT INTERIOR SIDE 7-1/2- X 3` X .071 END ROLLER HINGE 24 GA. S 3/16" ALU FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES O 4" O.C. 0 n u �0. CIS Ot aLL V DD 0°< IA DJ Z ViLL ItWH -ENO STILE of W O ANCHORS Q M A) 3/8' DIAL POWER -BOLT BY 'POWERS' W 2" MIN. EMBED INTO CONCRETF 1-7/8" MIN. EDGE DISTANCE U = " 8) 3/8- DIA HLC SI FEW BY 'HILTf a ? ~ Z e I - 1/4' MIN. EMBED INTO CONCRETE OR FILLED BLOCK I-5/8" MIN. EDGE QJQ Obi p I DISTANCE INTO CONCRETE 4' MIN. EDGE DISTANCE INTO FILLED BLOCK Z O u Q' O 3 N o i CONCRETE Cc - 3000 PSI MIN. w 0 V7 C-90 GROUT FILLED BLOCK f'm - 2000 PSI MIN. 3� 3 AN R B PER BRACKET 0 SEE SHEET 3 FOR BRACKET SPACING /4-20 SS BOLT & NUT 1.82- DIA X .50"� - NYLON/STEEL ROLLERS W/ .44 OfA. % 4-1/4" STEM EnWi JAVAD AHMAD MLOMXT RUMW8D - 4 cnwwwb$ A*fm MITI► FLA PE # 70592 AM 3538 �+ x C IAi� o. drowinq no. 01-.9 SEP 14 2010 sheet 2 0. 5 0 I POP RIVETS 5/16` % 1-5/8' LAC $CREWS INTO W000 OFi 2-3/4" x 5-1/2' X 3' x .104" 5/16' SLEEVE ANCHORS GALV. STEEL TOP ROLLER BRACKET (DOUBLE) WITH 1-1/4' EMBED INTO MASONRY 3 PER BRACKET FASTENED w/ (6) / 14 x 5/8` S.M.S. _ 090 THK. GALV. STEEL ADJUSTABLE SURE FASTENED TO BRACKET 2-1/2` X 4-1/4' X 13 GA STEEL PLATES W/ 5/16-18 x 3/4" HEX HEAD - - WELDED TO 1-1/2' X I-1/2` X 14 GA. ANGLE IA. SCREWS & NUTS. FASTENED TO TRACK WITH (4) 1/4-2D SS. BOLT & NUTS HORIZONTAL REINFORCEMENT 1/2` X i-3/4" % .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/I6` POP RIVETS \2' 11 5-1/2' x .104" V. FASTENED W/ (4) / 14 x 05/8" STMES. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1-3/4` IT .059` 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' ROLLERS O W/ A4 CIA. X 4-1/4" STEM OFTIONAI INSUUTIONS: - - BY 'DYPLAST PRODVI'T� 1 LC' EPS-E%PANDED POLYSTYRENE DENSITY . 1.05 PCP N.O.A. 007-1107.08 OR ISO-25 POLY-ISOCYAFNRATE DENSITY - 2.0 PCF N.OA #07-0301.10 OR BY'WcU_FOAM IIC' DENSITY a 0.92 PCF N.OA #07-1016.07 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) /14 X 5/8' SMS MIN. .024' ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH - 34 KSI WITH PRIMER AND BARED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8" SMS _ BOTTOM SEAL .038 ALUM PLATE WITH 1/8' X 1' S.M.S. 9 48" O.C. SECTION A -A AND RUBBER WEATHERSTMPPING TRACK CONFIGURATION HORIZ, TRACK SUPPORT, CENTER SUPPORT REOD. ON DOORS Ex�EEONG 8 FT. IN HEIGHT II II A `l II --�RIZ. TRACK LENGTH - OPENING( (HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK 2 X 2 X tAT SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT I-If2' APART -112 /mow FIRST AT 3' O.C. 1y REST Al 9' O.C. CONNECTED TO FLAG BRACKET ANGLE w W/ 3/8-16 x 3/4' BOLT & NUT AND TO SPRING SHAFT GUIDE WITH Q (2) 1/4-20 % 5/8' BOLT & NUT W Q (L VERTICAL TRACK 2-1/8" % I" X p U r V o .080' SECTION A -A p� c W "� O LLZv�38 DOOR HEIGHT SECTION HEIGHTS 1ST 2ND 3RD 4TH STH BR 61 82 93 94 B5 86 87 88 6'-0" 18` 18` 18` 18' NIA 1' 11-}/4" 23" 34" 45" 56' 67" - -N/A I' 11-3 4' 45" 7'-0' 21' 21" 21" 21 I' it-3/4„ 23" 34" 4S" 56" 67" 7- - 5 �Ij4- - FOR DOORS NOREvTHAN8FT. HIGH, USE 1x11T10NAL TRACK BRACKETS AT 10" O.C. 1.9"X 2.19' X 3.3` X.090' STEEL TRACK BRACKETS 2-3/16" HIGH CONNECTED TO TRACK WITH j'i) 1/4` BOLTS & NUTS. Lr � I - VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK Syr: JAM CMl FLA. PE 70592 C.AN. 538 PRODUCT RENEWED - a �GEY� wkb ow Ppp l& �. By C� drawing no. SEP 14 2019 IA 01 —09 WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRACE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM ENGINEER OF RECORD TO VERIFY ADEOUACY OF THE SUPPORTING STRUCTURE. TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X6 SW WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 20" O.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED t6" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2- MN. EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WITH SPACING OF 14" O.C. INFO BLOCK WALL. WITH 1-1/2' MN. EMBED I6" O.C. INTO 3000 PSI CONCRETE. WITH 1-3/4" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8' CONFLEX BY 'ELCO' OR 3/8' LOT BY 'ITW' WITH SPACING OF 24' O.C. INTO 3D00 PSi CONCRETE, WITH 2-I/2" MIN. EMBED 2" MIN. EDGE DISTANCE 3/8' HLC SLEEVE BY 'HILTI' WITH SPACING OF 17 O.C. INTO BLOCK WALL. WITH 1-1/4' MIN. EMBED. 4" MIN. EDGE DIST fa" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR 0 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL WS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING PREPARATION OFJAMBSBY OTHER JAMBS BY OTHER$ STEEL STRUCTURE BY OTHERS \ G T PHE LOADS IMPOSED DV1. BOLTS WASHER h NUT ' O.C. MAX. r _ 1-1//4 X 2-1/2 X 14 GA CONT. STEEL ANGLE - 12 GA. GALV. STEEL FLAT BRACKETS 33" LONG AT 12" O.C. IN [)DO OPNG. AT 18' O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ANCHOR SPACING ANCHORS STRUCTURE EMBW SPACING EDOE dST. 3 8 HLC SLEEVE BY wLn CONC. 1-1 4 8" 1-S 8 3 8 HLC SLEEVE BY Ftllll LW BLOCK 1-1 4 4' 3 8 OYNABOIT BY ITW CONC. 1-1 2 8" 2" 3 B DYNABOLT BY ITW FILLED BLOCK 1-1/2 8' 1 3-3 4 3 8 POWER -BOLT BY POWERS CONC, 8" 1 1-7 8 3 8 SLEEVE -ALL BY 9MPSONS CONC. 1-I 2 a' 1 1-7/8- / CONCRETE f'e 000 PSI M. C-90 GROUP FILLEDEO BLOCK /'m 2000 PSI LIIII 2-1/8' X I' X 14 GA. GAL STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4-2OX5/8" TRUSS HO. SLOTTED M.S. i LOCI( NUT 0 iQr: JAVAb A/NIAO I CIVIL PRODUCTRENHMUD RA PE / 70592 �y 3waMnm CAN. 3538II'OII 2/ S Ni E P 14 2010 rowing no. 01-09 4 DOOR PANEL /y24 GA. (.024) STEEL MIN. 7/16- DMA. WASHER x 3/4" SMS O J/8" FROM ENDS AND 7" O.C. MAX. (4) /8 X 3/4" SMS O 1-3/8" FROM ENDS AND 6-1/2- D.C. MAX. i t75 X .062 DEEP GROOVE 1/4" POLYCARODNATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08-0305.02. ONGhN� �.i1 tii�il nulluul`Ni�u1. I 175 X .062 DEEP GROOVE (4) b8 X 3/4- SMS -O 1-3/8" FROM ENDS ANO 6-1/2- O.C. MAX. _08 X 3/4" SMS O 3/8- FROM ENDS \ IAAND 7" O.C. MAX. `7/16" D. WASHER DOOR PANEL 24 GA (.024) STEEL MN. * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE r.500 25o V�V Z o I o i 1.765 /.725 O Q 3 N 0 -1 w 144 ILL O a V 21 X. MAX. WDW. WIDTH 76 I I---.6oD p p F Q Q 8 O m w 18 1/8' _ O MAX. o D.LO. * EXTERIOR FRAME * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION C sp 0 M4 3 -� LL Z V{ R gN AA 8 C �S Q M lai M 4 a = H z O Co LLI I 0 gO 3 c3 O Z. 1q O � yy� INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS /8 X 3/4" SMS O 3/8- FROM ENDS O .175 XE.062 DEEP AND 4-1/2" D.C. MAXI ` I ENr. JAVAD AHMAD CIVIL►ItOOI)C71IBtiE1MN0 i 8 FLA PE # 70592 A/'iM VY�/bIW i 1.538 o I k DOOR PANEL EXTERIOR 116 S L 24 GA. (.024) STEEL MIN. IS/I6"4. D.L. OPG. dfOwin9 no. CLAZNG TE q O'� _09 WINDOW WIDTH _ S 1 4 2010 _ Property Appraiser - St.Lucie h nty, FL Page 1 of 1 Robert McDowell Record: 1 of 1 Property Identification Site Address: 8401 LAKELAND BV Sec/Town/Range: 02 :34S :39E Map ID: 13/02S Zoning: RS-4 Ownership and Mailing Owner: Robert McDowell Address: P O Box 25 New Paltz NY 12561 Sales Information Date Price Code 8/18/2011 100 0111 11/17/2010 100 0130 3/5/1993 100 01 4/1/1972 2000 01 �� — PROPERTY RECORD CARD <<Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print ��UCIE CO ParcellD: 1301-606-0068-000-1 Account #: 1475 Land Use: SF Res City/Cnty: St Lucie County Legal Description LAKEWOOD PARK -UNIT 6- BLK 60 LOTS 8 AND 9 (MAP 13/02S) (OR 3322-588) Assessment 2011 Final Total Land and Building Deed Book/Page 2011 Final: 50500 Land Value: 8700 Acres: 0.48 TR 3322 / 0588 Assessed: 50500 Building Value: 41800 WD 3249 / 0418 Ag.Credit: 0 Finished Area: 1338 SgFt WD 0834 / 1023 Exempt: 26000 CV 0201 / 2319 Taxable: 24500 Taxes: 502.43 BUILDING INFORMATION Exterior Features View: RoofCover SD - Dim Shingle RoofStruct: GA - Gable ExtType. HD+ - HD+ YearBlt: 1976 Frame: Grade D+ - D+ EffYrBlt: 1976 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units 1 SecWall: Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 1 HeatType: FHA - FrcdHotAir AvgHt/FI: STD 1/26ath: 1 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth DWC - Driv-Concret Y 1 410 AV AV 1976 1 0100-SF Res BI -Front Ft 160 131 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/prc.asp?prclid=130160600680001 2/7/2012