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Home My WebLink AboutSUBMITTED PAPERS• � Prermit Number: 1162 66 s St. Lucie County Building & Zoning Department 2300 Virginia Avenue sqA/ Fort Pierce, FL 34982 st eyN,O 772-462-1553 �UCi O C, O APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS e� SEE REVERSE SIDE FOR INSTRUCTIONS DATE: Z- !0 - 1 i 1. LOCATION/SITE ADDRESS: l �(",-) N WGrlr�, 2. PARCEL ID NUMBER: 4W ZCo -'840 - 001 O - OCX,� - 3 SECT I TWP 2,7S RNG LjOC MAP 45/S ZNG LU INIT 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: �GOr. C' CW jS X 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORMATION Name: EleA,i,�,,L'-9.� Address Z.1ZI —45L"✓c City: —XNO.Ll " State: ':17 �-- Zip. �oGsa'2� _ Phone:'77Z- 33(0 - 5(aa1 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #: 2(o Z4 3 Business Name: �v2ex �duLL l.J� . 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 # FL S� 9 5 120 mph 130 mp mph �Q� Windows &Skylights -'F- ---D osure B I I ' i I < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) Exposure C Overhead Garage Doors B- Size 311.14 .31 C- Size VALUE OF CONSTRUCTION: $ I �(� _ n FEES DUE: Kp.,5 RECEIPT: U I s 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 m 1l applicable laws regulating constr c 'o z 1g PRINT QUALIFIERS/OWNERS NAME NAT E OF QUA IFIER/OWNER A STATE OF FLORIDA, COUNTY OF A a/4 (r-) ACKNOWLEDGED BEFORE ME THIS _ _DAY OF �k 20LL, BY Ul l i Am be r� WHO I RSONALLY KNOW f O ME OR WHO HAS PRODUCED AS IDENTIFICATION. JOIN L. DRAPER GNATURE OF NOTARY TYPE ROW& • m Jul 18, 2014 TITLE: NOTARY PUBLIC COMMISSI commission N EE 9787 `� SWAM Throuoh Awe. Florida Building Code Online Page 1 of 6 R. BCIS Home i Log In I User Registration I Hot Topics 1 Submit Surcharge I Stats & Facts ! Publicatii Product Approval USER: Public User plgA"_LAPp.L2y_t_Mens.i > Product_or Applicsat9n Search > Application List > Application Detail FL # FL8248-R4 Application Type Affirmation Code Version 2007 Application Status r Approved Comments Archived Product Manufacturer Wayne -Dalton Corp. Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 (850) 475-6000 gtaylor@Wayne-Dalton.corr Authorized Signature Greg Taylor for gtaylor@Wayne-Dalton.corr Technical Representative Address/Phone/Email Quality Assurance Representative Karen Reed Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 (850) 475-6188 kreed@wayne-dalton.com Category Exterior Doors Subcategory Sectional Exterior Door Assi Compliance Method Evaluation Report from a FI. Florida Professional EngineE Evaluation Report - Har, http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj meb8GbxRy... 2/26/2009 Florida Building Code Online Page 2 of 6 Florida Engineer or Architect Name who Jeffrey P. Arneson developed the Evaluation Report Florida License PE-58544. Quality Assurance Entity Intertek Testing Services N, Quality Assurance Contract Expiration Date 03/06/2020 Validated By Dole J. Kelley Validation Checklist - Hi Certificate of Independence FL8248 R4 CQI C re t Ind.i Referenced Standard and Year (of Standard) Standard ANSI/DASMA-108 ANSI/DASMA-115 TAS-201 TAS-202 TAS-203 Equivalence of Product Standards Certified By Sections from the Code I affirm I:hal: t:here are roc Code which affect my prod: compliance with Cho new H( Product Approval Method Method 1 Option D Date Submitted 08/13/2008 Date Validated 08/13/2008 Date Pending FBC Approval Date Approved 08/18/2008 immary of Products L# 248.1 lei, Number or Name 0/8100 #1101 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes 9' Max width. 14' intermediate secti Installation Inst 171-182.4i3_R4 II_1 FL8248 R4 II 3( http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj meb8GbxRy... 2/26/2009 Florida Building Code Online Page 3 of 6 Impact Resistant: No FL8248 R4 If Ja Verified By: JeffrE Design Pressure: +22.90/-26.30 Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind-borne debris regions. Evaluation Repo I.FL8248 R4 AE F Created by Indep 8248.2 8000/8100 #1102 9' Max width. 14' intermediate secti Limits of Use Installation Inst Approved for use in HVHZ: No FL8248_R4_II_1J Approved for use outside HVHZ: Yes FL8.248_R4_II_3( Impact Resistant: No FL8248 R4 II Ja Verified By: JeffrE Design Pressure: +26.90/-30.80 Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind-borne debris regions. Evaluation Repo FL8248_R4_AE F Created by Indep 8248.3 8000/8100 #1103 9' Max width. 14' intermediate secti Limits of Use Installation Inst Approved for use in HVHZ: No FL8248—R4_II_1I Approved for use outside HVHZ: Yes FL8248_R4—II_3.( Impact Resistant: No FL8248_R4_II—Ja Design Pressure: +35.70/-41.00 Verified By: JeffrE Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind-borne debris regions. Evaluation Repo FL8248 R4 AE F Created by Indep 8248.4 __7intermediate 8000/8100 #1104 9' Max width. 14' secti Limits of Use Installation Inst Approved for use in HVHZ: No FL8248 R4 II 1I FL8248_R4_II_3( Approved for use outside HVHZ: Yes Impact Resistant: Yes FL8248 R4 If Ja Design Pressure: +46.00/-52.00 Verified By: JeffrE Other: Created by Indep Evaluation Repo FL8248 R4 AE F Created by Indep 8248.5 8000/8100 #1121 16' Max width. 14 or intermediate SE: Limits of Use Installation Inst Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. FL8248—R4 II 11 -------- -- FL.8...2.48_R4_I.I_3.( FL8248_R4_II_Ja Verified By: JeffrE Created by Indep Evaluation Repo FL8248_R4 AE F Created by Indep http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj meb8GbxRy... 2/26/2009 Florida Building Code Online Page 4 of 6 8248.6 8000/8100 #1122 16' Max width. 14 or intermediate se Limits of Use Installation Inst Approved for use in HVHZ: No FL...8..248_R4_II_1.1 Approved for use outside HVHZ: Yes FL82.48_R4_1I_3( Impact Resistant: No FL8248_R4_II_Ja Design Pressure: +23.00/-25.00 Verified By: Jeffrc Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind-borne debris regions. Evaluation Repo FL8248 R4 AE F Created by Indep 8248.7 8000/8100 #1123 16' Max width. 14 or intermediate SE Limits of Use Installation Inst Approved for use in HVHZ: No F482.4$_R4_II_ _I Approved for use outside HVHZ: Yes FL8248_94_II_X Impact Resistant: Yes FL8248_R4_II_]a Design Pressure: +30.00/-33.50 Verified By: Jeffr( Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind-borne debris regions. Evaluation Repo FL8248 R4 AE F Created by Indep 8248.8 8000/8100 #1124 Max width. 14 For'internmediate SE Limits of Use Installation Inst Approved for use in HVHZ: No FL8248_R4_II_1) Approved for use outside HVHZ: Yes FL8248 R4 II 3( Impact Resistant: Yes F1-8248_R4_II_1a Design Pressure: +34.40/--38.30 Verified By: Jeffr( Other: Created by Indep Evaluation Repo FL8248 R4 AE F Created by Indep 8248.9 8000/8100 #1125 11 16' Max width. 14 or intermediate sE Limits of Use Installation Inst Approved for use in HVHZ; No FL8248 R4 II 1i Approved for use outside HVHZ: Yes FL8248 R4 H 3( FL8248 R4 II Ja Impact Resistant: Yes Design Pressure: +46.00/-52.00 Other: Verified By: Jeffr( Created by Indep Evaluation Repo FL8248_R4_AE_F Created by Indep 8248.10 8000/8100 #1141 Max width. 14 Eor ntermediate se Limits of Use Installation Inst Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No -FL8248—R4—II-1 I FL8248_R4_II_3( FL8248_R4_II_3a http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquj meb8GbxRy... 2/26/2009 Florida Building Code Online Page 5 of 6 Design Pressure: +18.50/-20.70 Verified By: JeffrE Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind-borne debris regions. Evaluation Repo FL8248_R4_AE_F Created by Indep 8248.11 8000/8100 #1142 18' Max width. 14 I.or intermediate se Limits of Use Installation Inst Approved for use in HVHZ: No FL8.2.48_R4_II_11 Approved for use outside HVHZ: Yes FL82.48—R4_I1_3( Impact Resistant: Yes FL8248 R4 II Ja Design Pressure: +34.40/-38.30 Verified By: JeffrE Other: Created by Indep Evaluation Repo F.L824-8 R4 AE_F Created by Indep 8248.12 8000/8100 #1143 18' Max width. 8' Intermediate secti Limits of Use Installation Inst Approved for use in HVHZ: No FL8248 R4 II 11 Approved for use outside HVHZ: Yes FL824-8_R4_II_31 Impact Resistant: Yes Post.pdf Design Pressure: +34.40/-38.30 FL8248_R4_It Ja Other: Glazing is not impact resistant and does not Verified By: JeffrE meet the requirements for wind-borne debris regions. Created by Indep Evaluation Repo FL8248_R-4_AE_F Created by Indep --78000/8100 8248.13 #1144 18' Max width. 8' intermediate secti Limits of Use Installation Inst Approved for use in HVHZ: No F1,82.48_R4_II_11 Approved for use outside HVHZ: Yes FL8248—R4_II_31 Impact Resistant: Yes Post.pdf Design Pressure: +46.00/-52.00 FL8248_114_II_3a Other: Verified By: JeffrE Created by Indep Evaluation Repo FL8248_R4_AE_F Created by Indep 824$.14 8000/8100/8200 #1100 9' Max width. 14' intermediate secti Limits of Use Installation Inst Approved for use In HVHZ: No FL8248_R4_II 1] Approved for use outside HVHZ: Yes FL8248_R4 II 3( Impact Resistant: No FL8248-114_II_Ja Design Pressure: +15.90/-18.20 Verified By: JeffrE Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind-borne debris regions. Evaluation Repo FL8248_114—AE_F http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param--wGEV XQwtDquj meb8GbxRy... 2/26/2009 Florida Building Code Online Page 6 of 6 Created by Indep 8248.15 8000/8100/8200 #1120 16' Max width. 14 or intermediate sE Limits of Use Installation Inst Approved for use in HVHZ: No FL8248_R4_II_] Approved for use outside HVHZ: Yes FL8.248_R4_II_3( Impact Resistant: No FL8248 R4 II Ja Design Pressure: +12.40/-13.80 Verified By: Jeffr( Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind-borne debris regions. Evaluation Repo FL8248_R4_AE_F Created by Indep 8248.16 P8000/8100/8200 #1140 18' Max width. 14 or intermediate sE Limits of Use Installation Inst Approved for use in HVHZ: No FL8248_R4_II_1I Approved for use outside HVHZ: Yes F.L.8248_R4_I.I_3( Impact Resistant: No FL8248_R4_I1_]a Design Pressure: +12.40/-13.80 Verified By: Jeffre Other: Glazing is not impact resistant and does not Created by Indep meet the requirements for wind-borne debris regions. Evaluation Repo FL8248 R4 AE F Created by Indep Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 14-436 CC 2000-2005 The State of Florida, All rightsrese� edBC yrioht Product Approval Accepts: ® e'ChecY vor131pn Secured 4 ..,'soil V E Al"V �a ADM1'RIj, http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRy... 2/26/2009 1. GLAZING OPTIONS - .090' MINIMUM SSB 13 GA HCRt2 GLAZING IN MOLDED FRAMES SCREWED TINGLE TOGETHER W.TH A MINIMUM OF (10) (8xi` SCREWS INSTALLED IN TOP OR INTERMEDIATE 13 FLAG SECTION (WITH OR WITHOUT DECORATIVE GA ANGLE -� INSERTS) MEETS UNIFORM STATIC WHO PRESSURES SHOWN ON THIS DRAWING, GLAZING 16 CA MN HOR12 � SMALL HAVE A MAXIMUM HEIGHT OF 10.69" TRACK AND A MAXIMUM LENGTH OF 16.94'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REOUIREMENTS FOR WINO -BORNE LAG SCREW (MIN 3 DEBRIS RECKONS. AS SHOWN) 2. VINYL OR WOOD DOOR STOP NAILED A (4) 1/4-20.9/16' LARGE — MAXIMUM OF 6' O.C. MUST OVERLAP TOP AND HEAD TRACK BOLTS OR BOTH ENDS OF PANELS MINIMUM 7/16- TO 1/4-20 STUDS WITH MEET NEGATIVE PRESSURES. 1/4-20 HEX NUTS 3. KEY LOCK OR SLIDE LOCKS REQUIRED. 16 GA MIN VERT 4. LOUVER OPTION - .OgO' MINIMUMALUMINUM TRACK LOUVERS IN MOLDED FRAMES SCREWED 1/4-20K9/16' TRACK TOGETHER WSTH A MINIMUM OF (10) j8KI' BOLT AND 1/4-20 HEX SCREWS INSTALLED IN THE END PANELS OF NUT AT EACH JS-US THE BOTTOM SECTION. LOUVERS ARE NOT JAMB BRACKET LOCATION IMPACT RESISTANT AND DO NOT MEET THE REOUIR£MENTS FOR WIND-BORNE DEBRIS REGIONS. 5/160-5/8' LAG 5. SECTION STEEL TO HAVE A MINIMUM 26 GA SCREW AT EACH JAMB BRACKET THICKNESS. 6. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WTH CURRENT BUILDING 15 CA STIFFENED CODES FOR THE LOADS LISTED ON THIS JAMB BRACKETS DRAWING. SEE SCHELDULE FOR OUANITY, LOCATION, 7. DOOR JAMB TO BE MINIMUM 2K6 AND TYPE STRUCTURAL GRADE LUMBER REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO KEY LOCK OR SLIDE LDCK--" SUPPORTING STRUCTURE EACH END (SEE NOTE 3� SLIDE LOCK SHOWN FOR S. FOR LOW HEAD ROOM LIFT CONDITIONS, TOP CLARITY BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET WITH A MINIMUM OF (3) 1/4-14x718' SELF DRILLING CRMPMTE SCREWS IN LIEU OF THE BRACKET SHOWN ON THIS NOTE. (4) SECTION SOLID DOOR DRAWING. U-BAR ON TOP SECTION SHALL BE SHOWN. SEE SHEET 2 FOR U-BAR INSTALLED ON TOP OF LHR TOP BRACKETS, LOCATIONS ON DOCKS WITH OTHER -SECTION OUAN717ES AND SEE NOTE 1 THIS SHEET FOR GLAZING OPTIONS SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX MAX UNIFORM POINT LOAD AT HEADER ANC DOOR DOOR LOAD EAON I SLAB AT EACH POST WIDTH HEIGHT JAYS LOCATION L8S 15'-0' T"O; 14J.7/-164. +933.6/-1039.4 8'-0" +1060.9-1181,2 7'-0.+t028.4 W -ffa5.0 7'-0'. +1127.3/-12557 g'-0' 13&7/-154.4 +1281.0/-1426.2 r'o- +142.7/-158,d +1224.2/-13650 0• 142.7/-158.8 +1391.1/-1548.8 MARK R. BARROW, PE FLOR:OA LICENSE N0. 57389 Mt DOOR I� 20 GA CENTER STILE _ GA ENO STILE I .. NOTE: 18' DOOR SHOWJ. SEE SHEET 2 FOR HINGE. STILE. AND POST LOCATIONS ON OTHER SIZE DOORS JAMB BRACKET SCHEDULE DOOR HEIGHT NQ= SECC OF N JAM BRACKETS (EACH JAMB) TRACK TYPE LOCATION JAM BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS 4 2-) V-6- 4 4 0 4' (0). 34' (JB-US), 44' (0). 56" 6'-6' 4 4 FAT 0" (JB-US). 25-3/4" (JS-US), 39 (JB-VS , 57-1 4 (JB-VS 7'-O' 4 4 OI 4 01). 29-1 2 JO-US, 44 0). 63-1/4 (JS-US) 7'-0- 4 4 FAT 0' (JB-US), 29-3/4- (JB-US, 42" (JS-US), 63-1/4' JB-US) 5 5 OI 4' (01 . 28-1/2" (JS-US), 43' (0), 52-1/2- (0. 72 (JB-US 5 S FAT 0' (JB-US). 26-3/4" (s-US), 45" (JB-US), 63". JB-US), 74-1/2" (JB-US) 8'-0' S 5 0 4" (01), 34 (JB-US 8'-0" 1 S 1 5 FAT 0- (JB-US), 29-3/4" (JB-US), 48' (JB-US), 57-1 2' JB-US). 77-1 2" (,B-US) 801 1 1 ISEE NOTE BELOW 'US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-204/16" TRACK DOLT AND NUT. FOLLOWING DWENVON DENOTES OUACK INSTALL JAMB BRACKET INSTALLED N BUTTERFLY SLDT. NO ADD17IONAL HARDWARE NEEDED TO ATTACH TO TRACK, DOORS GREATER THAN S'IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS, Dam 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 (850) 474-9890 STATIC YADTH: N. REVISIDNS MODIFIED N07ES TO 'ATE THAT LOUVERS IE NOT IMPACT S15TANT. T 6/29/07 MODIFIED JAMB ACKET SCHEDULE LOWING REPLACEMENT 0 WITH JB-US. JOVEO CONCRETE CIFICATION FROM TES AND ADDED RAQ H SHEET 2 FOR gCRETE SPECIFICATION. )ED IMPACT INSTANCE TO DOOR )ED MAX GLAZING ENSION TO NOTES 'ET I. ADDED TRACK FLAG CONNECTION E. MODIFIED ERIMPOSED DESIGN SSURE LOAD CHART. 11 /10/07 v -�' i• T� .w.i-�..,o MAA NK74TI I: S—D- DRAWM 5/23/06 ORT IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21' CHECKED 1/22/07 MR8 MODELS 8000/8100 SHEET 1 Of 2 . DRAWING PART NO. —REV. WINDLOAD SPECIFICATION OPTION CODE 1143 327023 1 P2 13 GA ROLLER SLIDE ATTACHED TO BRACKET WITH 5/16-18 BOLT 8 NUT IN CENTER SLOT AND 1/4-20.9/16- TRACK BOLT h 1/4-20 14EX NUT THROUGH ANY TWO ALKiBNG HOLES 13 CA COMMERCIAL 'A' FRAME ' TOP BRACKET ATTACHED WITH (4) 1/4-14:7/8' SELF DRILLING CR4/PTITE $CREWS / 'ADD (2) 1/4-14.7/8- DEiAIL A SELF DRILLING CRIMPTITE SCREWS (INSIDE OF EACH END HWGE) 2- NYLON STORMCARD ROLLER / hWTH 4-1/2' STEM J �14 GA WIDE BODY END NGE ATTACHED WITH �(4) 1/4-14.5/8 SELF TAPPING SCREWS DETAIL 18 GA NARROW BODY INTERMEDIATE HNM2 ATTACHED WIT4 (4) Q '.1/4-t4X5/8' SELF��•�� (TAPPING SCREWS 14 CA BOTTOM BRACKET DETAIL Q ATTACHED WITH (2) t/4-14.7/8' SELF DRILLING CRIMPTITE SCREWS THROUGH STRUT AND BOTTOM BRACKET �L! HEADER HEADER LOCK BRACKET (4) 5/18x1-5/8' LAG SCREWS --- 5/16-18A2-1/2' HEX BOLT k NUT DETAIL E MARK R. BARROW, PE FLOF40A LICENSE NO. 57389 mmA�(je mvz a PoSr /=gas 18' Bt-a ;ICI l�!�'�i �I'' ill; i �I!��I�■i �I! (5) SECTION DOORS WITH (7) 3- 20 GA 80 K9 U-BARS LOCATED AS SHOWN 17. 1 (4) SECTON DOORS WITH (5) 3- 20 GA 80 K9 U-BARS Ill ICI Walli�lI If III! V LOCATED AS SHOWN 1 1 16' \ ( ATTACH U-BAR WITH 3 i I (8- SELF 02RA.LNC CRWSTILE IIE LOCATION. I CREWS AT EACH STILE LOCATION, TIP. U � � I ICI I�i rol ill l�l lI Ili V V U (4) 1/4-1I4/8- ALIGN 2 HALF HINGE 19 CA CENTER HINGE SELF TAPPING AUCN BOTTOM DF o SCREWS HINGE MTH TOP POST OF THE U-BAR EXTENSIPLAON (WAS FLAT SELF DRRA.LMG�- LOCKING 1, OCKING CRIUPTTE SCREWS 'STRAP -TOP LOCK FRET^^_ ;PLATE n• HITCH PI • .. . (2) 5/16-12.1' SELF DRILLING (2) 5/16-12:1- SELF / SCREWS W/ 5/16 DRILLING SCREWS POST FLAT WASHER . BOTTOM BRACKET \ • / HEX Dz3-1/2- HITCH RN / •' HEX 0LT (4) 6/16-12x1' SELF 1/2-13 HEX NUT DETAII F I(�LUNC SCREWS DETAI G . 4) 5/16-12a1' W DRILLING ILa • \ ;CREWS INNER 2500 P9 MIN •. 'CST CONCRETE e o I` n 1 ' 8'XS-MN TURNCDWN 51.A8 8- MN AT EDGE EDGE DETAIL H STATIC PRESSURE RATINGS APPROVED SIZES IS4 way„e® DESIGN (PSF} +34.40/-38.30 MAX WIDTH: 18'-0. TEST (PSF): +51.60/-57.45 MAX HEIGHT: 8'-or 101 wwOn R4PACT/CYCUC RATED (YES/NO): YES MAX SECTION HEIGHT: 21- CI MODELS 8000/8100 3395 ADDISON DRIVE NSACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1143 (850) 474-9890 MODIFIED NOTES TO aE THAT LOUVERS - NOT IJPACY IISTANT. f 6/29/07 MOOIFEO JAMB ICKET SCHEDULE OWING REPLACEMENT 01 1WTN is -US. IOVED CONCRETE CF1CATION FROM ES AND ADDED AIL H SHEET 2 FOR CRETE SPECIFICATION. ED IMPACT (STANCE TO DOOR. ED MAX "NG .NSON TO NOTES ET 1. ADDED TRACK LAG CONNECTION MODEIED ERIMPOSED DESIGN a'SURE LOAD CHART. 11/10/07 T.S. EDI 1/22/07 1 MRB SHEET 2 OF 2 DRAWING PART NO. I REV. 327023 JP2 Property Appraiser - St.Lucie County, FL Eleanor B Campbell JR) Record: 1 of 1 Property Identification Site Address: 1686 NW Buttonbush Cir Sec/Town/Range: 26 :37S :40E Map ID: 44/26S Zoning: PUD Ownership and Mailing Owner. Eleanor B Campbell JR) Address: 2121 Swainwood Dr Glenview IL 60025-2845 Sales Information Date Price Code Deed 12/7/2009 0130 WD 12/1/1993 423200 00 WD Page I of i PROPERTY RECORD CARD Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print V\3cIE c co ParcellD: 4426-840-0010-000-3 Account #: 132660 Land Use: SF Res City/Cnty: St Lucie County Legal Description HARBOUR RIDGE -PLAT 19- TALLOWOODVILLAGE LOT 9 (OR 872-2057; 3159- 119) Assessment 2010 Final Total Land and Building Book/Page 2010 Final: 398500 Land Value: 170000 Acres: 0.02 3159 / 0119 Assessed: 398500 Building Value: 228500 0872 / 2057 Ag.Credit: 0 Finished Area: 2621 SgFt Exempt: Taxable: Taxes: 8282.49 BUILDING INFORMATION Exterior Features View: RoofCover: TC - Clay Tile RoofStruct: HP - Hip ExtType: HA - HA YearBlt: 1993 Frame: Grade: A - A EffYrBlt: 1993 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: Interior Features BedRooms: 3 Electric: MX - MAXIMUM PnmintWall: DW - Drywall FullBath: 3 HeatType: FHA - FrcdHotAlr AvgHt/FI 1/213ath: 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 Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure SWAV - RES POOL AVG Y 1 698 AV AV 1993 1 0100-SF Res LFC -Site 1 PAO1 - POOL DK-AVG Y 1 574 AV AV 1993 ENC2 - POOL ENC-AVG Y 1 1272 AV AV 1993 PHTR - POOL HEATER Y 1 1 AV AV 1993 DWBP - Drive-BrkPav Y 1 720 AV AV 1993 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=442684000100003 2/10/20 , 1