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Home My WebLink AboutSUBMITTED PAPERS11LDATE: �— l� ' t75(� 1 PERMIT NUMBER: X) ✓W 6 PLANNING & DEVELOPMENT SERVICES DEPARTMENT ! BUILDING & CODE REGULATIONS DIVISION ' 2300 Virginia Avenue Fort Pierce, FL 34982 SCAN (772) 462-1553 APPLICATION FOR REPLACEMENT OF St �U�le ay Co�,� WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: �JW �cspD Q t1,�G, . 2. PARCEL ID NUMBER: Lit Ob l (C —Coo — (� 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:p n Ijt nAl1 t.o �'� 4. TYPE OF STRUCTURE: SFR 5. OWNERS INFORMATION Name7,,aA-.S,11&1� Address: (57(3 PW city P�,,�(►,;k,, State: V 1 zip: 34ctc,6 Phone: MOBILE HOME OTHER 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #: rp(a 4 � Business Name: 1" D a -I:, =a Gap. Phone Number:-1`12.-ZiS-Z,- y I (p b 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 1130 mph 140 mph Windows & Skylights Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: $ lozo FEES DUE: RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating constr t' d z • PRINT QUALIFIERS/OWNERS NAME GNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF 14 4 d l �"�// /� I 1y ACKNOWLEDGED BEFORE ME THIS lr7 DAY OF 200, BY G(Of'(I j Ipl►z(/�P S�I7 IS PE ALLY KNOW O ME OR WHO HAS PRODUCED NTIFICATION. JONI L. DRAPER e SIGNAT OF NOTARY TYPE O *R of Florida °' + • •= y omm. xpires Jul 18, 2014 °' Commission # EE 9787 TIT NOTARY PUBLIC COMMISSIO i ounueo inrougn National Notary Assn. r NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COAT14,j;r I\7 Tt rw pAYING MIAMFDADEF I L`C0 P MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE. OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingeode Wayne Dalton Corporation 3395 Addison Drive Pensacola, FL 32514 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 Division 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 Division (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 Division 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: Models 8024/8124 Code 1300 Garage Door. APPROVAL DOCUMENT: Drawing No. 329928, titled "Models 8024/8124 Windload Specification Option Code 1300", sheets 1 through 3 of 3, dated 05/04/07, with last revision P2 dated 11/10/07, prepared by Wayne Dalton Corporation, signed and sealed by Mark R. Barrow, P.E., bearing the Miami -Dade County Product Control revision stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name: Wayne Dalton Co. Wayne Dalton Co. 3395 Addison Drive One Door Drive Pensacola, FL 32514 Mt. Hope, Ohio 44660 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 revises NOA # 08-0304.02 and consists of this page 1, 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. NOA No: 09-0225.01 MIAMI•DADECOUNT1f Expiration Date: September 27, 2012 • • • Approval Date: April 8, 2009 q11 4410I Page 1 E Wayne Dalton Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 329928, titled "Models 8024/8124 Windload Specification Option Code 1300", sheets 1 through 3 of 3, dated 05/04/07, with last revision P2 dated 11/10/07, prepared by Wayne Dalton Corporation, signed and sealed by Mark R. Barrow, P.E. "Submitted under NOA # 08-0304.02" B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading Test, per FBC, TAS 203-94, along with marked -up drawings, prepared by Certified Testing Laboratories, Inc., Report # CTLA 1672W-3, dated 05/21/07, signed and sealed by Ramesh Patel, P.E. "Submitted under NOA # 07-0803.10" 2. Test report on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading Test, per FBC, TAS 203-94, along with marked -up drawings, prepared by Certified Testing Laboratories, Inc., Report # CTLA 1734W-2, dated 11/09/07, signed and sealed by Ramesh Patel, P.E. "Submitted under NOA # 08-0304.02" C. CALCULATIONS 1. Jambs anchoring calculations prepared by Wayne Dalton Corporation, dated 07/23/07, signed and sealed by Mark R. Barrow, P.E. (Evidence Submitted under NOA # 07-0803.10) 2. Fastening calculations prepared by Wayne Dalton Corporation, dated 10/24/07, signed and sealed by Mark R. Barrow, P.E. (Evidence Submitted under NOA # 07-1105.01) D. MATERIAL CERTIFICATIONS 1. Test report on Tensile Test, per ASTM E8, dated 05/22/07, prepared by Certified Testing Laboratories, Inc., Report # CTLAW, signed and sealed by Ramesh Patel, P.E. (Evidence Submitted under NOA # 07-0803.10) 2. Notice of Acceptance No. 07-0313.04, issued to Sheffield Plastic, Inc., for their HYZOD Polycarbonate Sheets, approved on 04/26/07 and expiring on 08/27/08. is o9 C to M. Utrera, P.E. Product Control Examiner NOA No 09-0225.01 Expiration Date: September 27, 2012 Approval Date: April 8, 2009 E-1 7� Wayne Dalton Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. STATEMENTS 1. Code compliance letter issued by Wayne Dalton Corporation, dated 07/23/07, signed and sealed by Mark R. Barrow, P.E. 2. No financial interest letter issued by Wayne Dalton Corporation, dated 07/23/07, signed and sealed by Mark R. Barrow, P.E. (Evidence Submitted under NOA # 07-0803.10) 3. Revision request letter issued by Wayne Dalton Corporation, dated 01/23/09, signed by Mark R. Barrow, RE G. OTHER 1. Notice of Acceptance No. 08-0304.02, issued to Wayne Dalton Corporation, approved on 04/24/08 and expiring on 09/27/12. 1,07 Carlos M. Utrera, P.E. Product Control Examiner NOA No 09-0225.01 Expiration Date: September 27, 2012 E 2 Approval Date: April 8, 2009 - 1. IMPACT RESISTANT GLAZING SYSTEM 5 MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4" MAKROLON-AR POLYCARBONATE (MIAMI-DADE NOA /07-0313.04) OR ' EQUAL MAXIMUM GLAZING DIMENSIONS SHALL BE 1&56' x 12.26'. SEE DETAIL \A. DN SHEET 2 FOR ASSEMBLY DETAILS. 2. VINYL OR NAILED A MAXIMUM OF 6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES. 3. KEY LOCK, SLIDE LOCK, OR OPERATOR REWIRED. 4. SECTION STEEL TO HAVE A MINIMUM 24 GA THICKNESS WITH A MINIMUM G90 COATING AND A MINIMUM YIELD STRENGTH OF 33.8 KSL 5. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAIWNG. 6. WOOD SUBSTRATE FOR DOOR JAMB IS TO BE MINIMUM 2x6 NO, 3 SOUTHERN PINE. REFER TO SHEET 3 FOR ATTACHMENT TO SUPPORTING STRUCTURE. FOR DIRECT MOUNTING OF JAMB BRACKETS TO OTHER SUBSTRATES, SEE JAMB DETAIL SHEET 2. FOR MOUNTING OF CONTINOUS WALL ANGLE, SEE CONTINOUS WALL ANGLE DETAIL SHEET 3. 7. FOR LOW HEAD ROOM LIFT CONDITIONS. TOP BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET WITH A MINIMUM OF (3) 1/4-14x7/B' SELF DRILLING CRIMPTITE SCREWS IN LIEU OF THE BRACKET SHOWN ON THIS DRAWING. U-BAR ON TOP SECTION SHALL BE INSTALLED ON TOP OF LNR TOP BRACKETS. S. LOUVERS MAY BE INSTALLED ON THE DOOR IF THE TOTAL AREA OF THE LOUVER DOES NOT EXCEED 60 SQUARE INCHES. 13 GA HORIZ ANGLE 13 GA FLAG ANGLE 16 GA MIN HORIZ TRACK 5/16x1-5/8' LAG SCREW (MIN 4 AS SHOWN) 15 GA MIN VERT TRACK 1/4-20x9/16' TRACK BOLT AND 1/4-20 HEX NUT AT EACH JB-US JAMB BRACKET LOCATION 5/16x1-5/8' LAG SCREW AT EACH JAMB BRACKET 15 GA STIFFENED JAMB BRACKETS SEE SCHEDULE FOR QUANITY, LOCATION, AND TYPE KEY LOCK OR SLIDE LOCK ONE END (NOT REQUIRED PATH OPERATOR - SEE NOTE 3). SLIDE LOCK SHOWN FOR CLARITY NOTE. (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTE 1 THIS SHEET FOR GLAZING OPTIONS. _ .. SUPERIMPOSED DESIGN PRESSURE IILOADS ON SUPPORTING STRUCTURE OOR 11DTH HEIGHT UNIFORM LOAD EACH JAMB (PLF) 8-0 ALL +184.0/-208.D 9'-0' ALL +2D7.0/-234.0 t Z° pQ MARK R. BARROW, PE FLORIDA LICENSE NO. 57389 13 GA ROLLER SLIDE ATTACHED TO BRACKET WITH 5/16-18 BOLT & NUT IN CENTER SLOT AND 1/4-20x9/16' TRACK BOLT & 1/4-20 HEX NUT THROUGH ANY TWO ALIGNING HOLES- 13 GA COMMERCIAL 'A' FRAME TOP BRACKET ATTACHED WITH (4) 1/4-140/8' SELF DRAWING CRIMPTITE SCREWS ADD (2) 1/4-14x7/B' SELF DRILLING CRIMPTITE SCREWS (INSIDE OF EACH END HINGEY---_ 16 GA END 2' NYLON WINDLOAD ROLLER WITH 4-1/2' STEM 14 GA WIDE BODY END HINGE ATTACHED WITH (4) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCRFWS 18 GA NARROW BODY INTERMEDIATE HINGE ATTACHED WITH (4) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS 14 GA BOTTOM BRACKET ATTACHED WITH (2) 1/4-14x7/B' SELF DRILLING CRIMPTITE SCREWS AND (1) 1/4-14x5/8" SELF DRILLING TAMPER RESISTANT SCREW 1 20 GA CENTER STILE---,,,, FL DOOR I (JB-US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT AS SHOWN aspyF-�� lbe Fkrw ALL DOORS GREATER THAN B' IN HEIGHT OR WITH DECORATIVE OVERLAY REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SHEET 3 FOR DETAILSAft pmft ma C,9 PREIDtwr nav"w Z r 0111IMp4ies Wiu ie meet qr Biel cam, Aooeperuo r43_d3 �f.t�G ra.;,;, c.°'°"i STATIC PRESSURE RATINGS APPROVED SIZES SCAI aawa+46.00/-52.00 MAX WIDTH: 9'-O' Y7 :,Jn TEST (PSF): +69.00/-78.00 MAX HEIGHT: 14'-0' DRA1 IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CHE( 3395 ADDISON DRIVE MODELS 8024/8124 PENSAFLORIDA 32514 (850) 474-9690 WINDLOAD SPECIFICATION OPTION CODE 1300 50) REVISIONS MODIFIED TRACK NOTE DOORS NTH ORATIVE OVERLAYS. ED CONTINUOUS WALL LE DETAIL SHEET 3. ATED NOTES FOR TINOUS WALL ANGLE NTING. IO/1/07 IDDED IMPACT 3TANT GLAZING. FIED NOTES SHEET 1 GLAZING. ADDED IL A SHEET 2 FOR INC. 11/10/07 N.T.S. ISME. A v t/22/U/ I CRT :ED I 5/4/07 MRB SHEET 1 OF 3 DRAWING PART N0. I REV 329928 P2 t7'6) #8x3/4' MIN STAINLESS SCREWS WITH / OPTIONAL NON-STRUCTURAL STAINLESSBACKED OUTER WINDOWRUB RUBBERERW WASHERS -- BEAD GEC- `DECORATIVE - - - TRW1/8' 1/4' POLYCARBONATE ULTRAGLAZE SSG4000AC STRUCTURAL SEALANT OR EQUIVALENT — I FACER STEEL OPTIONAL NON-STRUCTURAL DECORATIVE INNER MNDOW ZL.— �' A I MARK R. BARROW, PE FLORIDA LICENSE NO. 57389 3/8' SIMPSON TITEN HD. 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/4-20x9/16- TRACK BOLT AND / 1/4-20 HEX TRACK PRODUCT REVISED as OOwftyRIQ vvith the Flodit AMMMOO h10 mim:* rm, " �calad Dni" 2 3/4" EDGE I (8) SECTION DOORS WITH (10) 3' 20 GA 80 KSI U-BARS LOCATED AS SHOWN (7) SECTION DOORS (9) 3" 20 GA 80 KSI U-B LOCATED AS SH (6) SECTION DOORS WITH (8) 3' 20 GA 80 KSI U-BARS LOCATED AS SHOWN (5) SECTION DOORS WITH (7) 3" 20 GA 80 KSI U-BARS LOCATED AS SHOWN (4) SECTION DOORS WITH (5) 3" 20 GA 80 KSI U-BARS LOCATED AS SHOWN PRODUCT REVLSM r ammplyme wi& dw Firth BY ro&wt c`Amai ATTACH U-BARS WITH (2) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS AT ALL STILE LOCATIONS, TYP. wa!pw Dalton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 (850) 474-9890 REVISIONS MODIFIED TRACK NOTE I DOORS WITH :ORATIVE OVERLAYS. )ED CONTINUOUS WALL ALE DETAIL SHEET 3. )ATED NOTES FOR ITINOUS WALL ANGLE INTING. 10/1/07 ADDED IMPACT ISTANT GLAZING. IIFIED NOTES SHEET 1 GLAZING. ADDED AIL A SHEET 2 FOR ZING. 11/10/07 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A DESIGN (PS F): +46.00/-52.00 MAX WIDTH: 9'-0" DATE NAME LEST (PSF): +69.00/-76.00 MAX HEIGHT: 14'-0" DRAWN 2/22/07 GRT IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21' CHECKED 5/4/07 MRB MODELS 8024/8124 SHEET 2 OF 3 WINDLOAD SPECIFICATION OPTION CODE 1300 DRAWING PART N0. REV. 329928 P2 13 GA MIN TRACK CONTINUOUS PLICE PLATE WALL ANGLE it- MIN 11 GA (3) 1/4"-20 TRACK MAX CLIP OR CARRIAGE BOLT WITH 1/4--20 NUT 7YPICAL CLIP B TIN • D TAIL 12' RSW MAX IT 0.26. 2MIN 11 GA CLIP SEE CUP DETAILTHIS SHEET (1) 1/4"-20 TRACK 13 GA MIN OR CARRIAGE BOLT CONTINUOUS WITH 1/4--20 NUT WALL ANGLETRACK WF nIN . DET I1 2 3 412 MIN EDGE DIST MA5/16" LAG SCREW INTO2 3/4- t1- EA 2 x 6 LUMBER AT EDGE DIST� EACH HOLE LOCATIONMAXRACK • ' e' i CUPS TO BE EITHER A 3/8" SIMPSON TITEN BOLTED OR WEED. SEE (_ 61p-2-3/4- MCONIN DETAILS THIS P)1GE. ' EU D INTO MIN I CONTINUOUS WALL ANGLE - F96REACH HOLEPSI �E� 1/4-20x9/16' TRACK BOLT C .,LOCATION AND I/4-20 HEX NUT C _ TRACK CUP AP, CONTINOUS WALL ANGLE DETAILS i. FRODUCT IREVIUD • complying with tba Fkalk vaeftcode No�i� o oz PrOdl�t MARK R. BARROW, PE • FLORIDA LICENSE NO. 57389 MAX SPACING OF ANCHORS/SCREWS PER JAMB (IN) REVISIO PI MODIFIED TRNS ACK NOTE 3/8- SIMPSON TITEN 3/8- SIMPSON TITEN FOR DOORS MATH HO SCREW ANCHOR TO HD SCREW ANCHOR TO 3/8" X 3" LDNGi DECORATIVE OVERLAYS. MINIMUM 2000 PSI MINIMUM 2000 PSI LAG SCREW"' ADDED CONTINUOUS WALL CONCRETE" GROUT FILLED CMU-- ANGLE DETAIL SHEET 3. Y4 24 24 UPDATED NOTES FOR CONTINOUS WALL ANGLE 1. BASED ON 3/8- SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1' O.D. WASHER INTO CONCRETE WITH A MOUNTING. GRT 1./,/0, MINIMUM EMBEDMENT DEPTH OF 2-3/4- AND A MINIMUM EDGE DISTANCE OF 2-3/4-. 2. BASED ON 3/8- SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A I. O.D. WASHER INTO GROUT FILLED CMU WITH P2 ADDED IMPACT A MINIMUM EMBEDMENT DEPTH OF 2-3/4-, A MINIMUM EDGE DISTANCE OF 4-, AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO RESISTANT GLAZING. MODIFIED NOTES SHEET 1 ASTM C476. .3. BASED ON 3/8- DIAMETER x 3" LONG LAG SCREWS WITH 1" O.D. WASHERS WITH A 1-9/32- THREAD PENETRATION FOR GLAZING. ADDED INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. DETAIL A SHEET 2 FOR 4. PROVIDE QUANTITY OF SCREW ANCHORS OR LAG SCREWS AS REOUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN GLAZING. TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS OR LAG SCREWS PER JAMB. SCREW ANCHORS OR LAG SCREWS GRi 11/10/07 AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 5. LOAD PER JAMB CALCULATED TO BE A MAXIMUM OF +207.0/-234.0 LOS PER FOOT. 6. CHART INCLUDES A SAFETY FACTOR OF 4. 7. DOOR JAMB TO BE MINIMUM 2.6 NO. 3 SOUTHERN PINE LUMBER (MIN) MOUNTED DIRECTLY TO SUPPORT STRUCTURE. B. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE LOADS LISTED IN NOTE S. 9. SCREW ANCHORS OR LAG SCREWS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 6' MAX. MAXIMUM SPACING ,,�yL�� s �iT& 'to Fd6b 6- MAX llroepWee tio� - � �Dj E>kolic" wayne® palton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 9' MAX WIDTH STATIC PRESSURE RATINGS APPROVED SIZES Si +46.00/-52.00 MAX WIDTH: 9'-0" ): +69.00/-78.00 �.�ESIGNSF): MAX HEIGHT: 14'-0" DI YCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21' CI MODELS 8024/8124 WINDLOAD SPECIFICATION OPTION CODE 1300 N.T.S. SIZE: A DATE NAME I 2/22/07 GRIT ED 5/4/07 MRB SHEET 3 OF 3 DRAWING PART NO. REV. 329928 1 P2 Property Appraiser - St.Lucie County. FI, Page 1 of 1 James T McGuire Record: 1 of 1 Property Identification Site Address: 1513 NW Lancewood Terr Sec/Town/Range: 26 :37S :40E Map ID. 44/26N Zoning: PUD Ownership and Mailing Owner: James T McGuire Lois McGuire Address: 1513 NW Lancewood Terr Palm City FL 34990-8018 PROPERTY RECORD CARD —Prev Next » Spec.Assmnt Taxes ParcellD: 4426-803-0016-000-0 Account #: 119405 Land Use: SF Res City/Cnty. St Lucie County Exemptions Permits Home Print ��UCIE CO y� G< Legal Description HARBOUR RIDGE -PLAT 8- EAST HAMMOCK VILLAGE UNIT 6 (OR 2145-2175) Sales Information Assessment 2011 Final Date Price Code Deed Book/Page 2011 Final: 365900 1/14/2005 490000 00 WD 2145/2175 Assessed: 365900 2/19/1998 100 01 WD 1149 / 0867 Ag.Credit 0 5/1/1988 360000 00 CV 0587 / 1542 Exempt: 50000 Taxable: 315900 Taxes: 6624.16 BUILDING INFORMATION Total Land and Building Land Value: 150000 Acres: 0.02 Building Value: 215900 Finished Area: 2621 SgFt Exterior Features View: RoofCover: TC - Clay Tile RoofStruct: HP - Hip ExtType: HA - HA YearBlt: 1989 Frame: Grade: A - A EffYrBlt: 1989 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FUIIBath: 3 HeatType: FHA - FrcdHotAir AvgHt/FI: 1I2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S City. Units Qual. Cond. YrBlt, No. Land Use Type Measure PA01 - POOL DK-AVG Y 1 802 AV AV 1989 1 0100-SF Res GFCD-Site 1 SWAV - RES POOL AVG Y 1 450 AV AV 1989 ENC2 - POOL ENC-AVG Y 1 1252 AV AV 1989 DWBP - Drive-BrkPav Y 1 720 AV AV 1989 PHTR - POOL HEATER Y 1 1 AV AV 1989 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Depth http://www.paslc.org/prc.asp?prclid=442680300160000 2/9/2012