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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: ,, RECEIPT: t PERMIT NO: -- PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 APPLICATION FOR STORM SHUTTER PERMIT �t ScgNN 1. LOCATION/SITE ADDRESS: (a ILq 2. PARCEL ID NUMBER: 3 Z7 - 0`7 . p O 1$ - O a o Z C 3. DESCRIPTION OF PROJECT: �yri�ow�. 5�+..kc-S J�cco•o:oN' 4. TYPE OF STRUCTURE: SFR: _.)� MOBILE HOME 5. OWNERS INFORMATIIOON NAME: 11a0z; olL `' ^4e ew o ADDRESS: jQ, 7 9I S0/QlAgia L� CITY: P 5(- STATE: 'FI- ZIP CODE: `25LIT $ Io PHONE: L'f (o I - O S810 EMAIL: Type of Surface attachment: Wood Frame OTHER: 6. CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: C QC COUNTY CERT #: 3 BUSINESS NAME: A4--- PHONE NUMBER: 1'7'L 24 -1 ' u7 EMAIL chY1 Ay Q rig+ �(S1.4Tt� /c. cp►... Concrete ,x_ Masonry Other PRODUCT TYPE 'PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS ACCORDION ROLL -UP FABRIC OTHER [1 ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ , 1 u5 (, " PERMIT FEE: $ ` OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in comps fiance with all applicable laws regulating construction and zoning n _ arw L. O' 3 , ea PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS Zak- DAY OF *JA20 I_,Z. BY, OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TITLE: NOTARY PUBLIC TURE OF TYPE OR PRINT NAME OF NOT, COMMISSION NUMBER CONTRACTOR/QUALIFIER WHO IS PERSONALLY KNOWN TO ME KENNETH R. KING (CMMMISSION # DD 803187 EXPIRES: Novernber 3, 2012 Bonded Thru Notary Public Underwriters NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. SLCPDSD Revised 4/10/2012 JC C utf) 05 _ PROPOSAL Page No. " of Pages ALUMINUM & SMUTER'CORP SIr1Ce 1979 . Phony:. (800)' 244.41,43 Residential/Commercial Fax: 772 287 9740 3001 S.E., Gran Park Way ( ) World Wide www:gulfshutters.com = Stuart,' Florida34997 license # CRC058017 Proposal Submitted to Phone Date 6 k <('� Street • _ j `, city State Zip Code DO NOT SIGN THIS CONTRACT UNTIL YOU READ ALL CONDITIONS OF THE AGREEMENT Nye, hereby submit specifications and estimates for; � P tv }rrtn 16 �q a Cik TOTAL DEPOSIT 50% — BALANCE ON COMPLETION ONE YEAR WARRANTY MATERIAL AND LABOR It is understood that there are no verbal agreements and all items discussed are covered by this written contract. This is a or000sal until signed by an officer of the corporation at which time it becomes an executed contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 days after signing. No changes in measurements will be allowed except at prices mutually agreed upon, at the time these changes are made. Any physical or verbal changes after signing must be approved in writing by both parties. All agreements are contingent upon strikes, lockouts, accidents, acts of God, weather, fire, carrierdelays, delay orfailure to receive raw material deliveries, or by other causes, whether of like or different nature beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. All material is property of Gulfstream until final payment and can be removed if not paid. Electric- Buyer agrees that any necessary electrical connections will be made at the closest source of power. Any changes or variations will bean additional charge. Interest- Buyer agrees to pay 11/2%per month interest on any unpaid balances. Costs ofCollection -Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is not made within 10 days of completion of the work outlined herein. Acceptance of Proposal- The above p ices, specifications and.Tonditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Cancellation Fee 50% of contract. Payment will be made as outlined b`ove. ,— SIGNATURE � �50� ��� �ki �1�-'��-i ."`_�-- S I G NATU R E R r DATE OF ACCEPTANCE: �% �U% AGENT_, ("� �^ '•.� nk1tlC•",�i+ �"df"�G4cR!a' 2 .;.� :Sys' A. 1��. °°:9 Y X'd�f..,°»i�.y r / / i 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287.6476, • (800) 244.4143 FAX (772) 287.9740 E-Mail: jobrien@gulfshutters.com www.gulfshutters.com Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 Signature 4' ,t ,� ,�`Pi AR�'�:z �M Date LAYOUT SHEET Salesperson Page Il of _11 Key Storm Panels - P Rollups - RU Accordions VCj Windows/Doors - WD Bahamas - BA Retractable Awnings - RA Colonials - CO Ultra Lattice - UL Date r ioricia building code unlme . c 2 P Page 1 of 2 r �• � �� � � � 'fly •s y` b � a'�"•,� „� x3 & A'' �", -� �^;'tt�'^a(tlTi>;,t1:= BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff ,.BCIS Site Map Links Search! Business P.roa Product Approval USER Public User .(f�t�]}} pplfy-essib _�r}l "Product Approval Menu > Product or Application Search > Application List > Application Detail MR09-P FL "Application =�•f,,1 �? rx Type New g Code Version "" r 20,10 Application Status Approved - Comments ' '°Archived ' Product Man ifacturer Eastern Metal Supply ;; ;Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 ' Irodriguez@easternmetal.com } i r Authorized Signature Bill Feeley .• Irodriguez@easternmetal.com Technical Representative • Address/Phone/Email' Quality'Assu ante Representative " .''Address/Plione/Email i - Category Shutters Subcategory Store Panel Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architecf Name who Walter A. Tillit Jr., P.E. " developed the Evaluation_ Report Florida L icense PE -44167 Quality ASswance Entity National Accreditation and Management Institute Quality Assu ante Contract Expiration Date 12/31/2013 s Vall dated ;By John Henry Kampmann Jr. t v. Validation Checklist - Hardcopy Received rWriaa tsunaulg t-oae unune Page Z of 2 Sections from the Code Product Approval Method Method 1 Option D Date,Submitted 12/22/2011 Date Validated 12/22/2011 Date Pendinc7 FBC Approval 12/27/2011 Date.Approved 01/31/2012 ' . , :• ISummary'c,f Products11 FL # Model, Number or Name Description %C15094.1 Clear Bertha Storm Panel - 2" - 1corrugated Polycarbonate storm panels retained or not —� Non-HVHZ - Drawing_ # 11-237 1by tracks to provide hurricane prote:Ctlon. Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS094 RO II EASTERN METAL-DRWG 11-237.adf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ,Other: Large Missile. Max span is 7'-5" for +60, -60 FL15094 RO AE EASTERN METAL Product evaluation p S f. ASD. See sheet 3 of installation drawings for other report drwa 11-237.Ddf ressures. — Created by Independent Third Part'¢: Yes • ' .F Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of FI )rida is an AA/EEO employer. Copyright 2007-2010 State of Florida :: Privacy Statement ::'Accessibility Statement :: Refund Statement . ,. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic Mali to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions n:garding DBPR's ADA web accessibility, please contact our web Master at webmaste(a)dbor.state fl.us. ' Product Approval Accepts: 5l'CUt'I 31 F- f€iti:'J' Trusted ' of GIFY� http://www.flordabliildin�;.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPj Z4... 4/5/2012 ffi fEa4 N071E3: 1. STORM PANE? SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (RED.) I•.AS BEEN VERIFED -FOR CO-VPLWNCE IN ACCORDANCE WITH THE 2070 EDITION OF THE FLOR:D4 BUILDING CODE THIS STORM PANEL SYST.M SHALL Mr RE INSTALLED AT HIGH 'F_LOCITI' HURRICANE ZONES (UlAMI-DADE / BROWAPO COUIJTY). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A KIND SPEED AS REOUMED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRcCPONAL)rY.FACTOR led-0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE ,MAXIMUM (A.S.O.) DESIGN, PRESSURE RATINGS INDICATED ON SHEETS 3 & 6. IN ORDER TO VERIFY THE ABOVE CONDITION, UL77MATE DESIGN WIND LOADS DETER41INED PER ASCE 7-10 HALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS BY IdULP,PLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W% MAX. P,5.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS J & 6. STORM PANEL'S AD£OUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609. 1.2 OF THE ABOVE MENTIONED CODE AS PER ARSE REPORT /J 0515.01-11 & ATL REPORT r� 0302,01-;OR PER ASTM E 1886 & E 1996, 6• ASTM E JJO-02. STANDARD. 2. CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING POLYTARBONATE SOURCES WITH THEIR CORRESPONDING MODEL NUMBER: - GENERAL ELECTRIC- PLASTICS LEX.AN 103 DOWN CHEYC4L CALIBRE 302 V-6 . BAYER ,WATERML / SCIENCE 'LC. MAKROLON #7804 MINIMUM PROPERTIES FOR ALL OF THE ABOVE POLYCAR80NATES ARE AS FOLLOWS. TYPICAL PROPER7ES APPLICABLE STANDARD REFERENCE RESULT PHYSICAL: SPECIFIC GRA'J7TY ASTM D792 1.20 %CC MECHANICAL: TENSILE YIELD STRENGTH ASTM 0638 8,700 P.S.i. FLEXURAL STRENGTH AT YIELD ASTM 0790 IZ500 P.S.i. FLEXURAL MODULUS AS7FA D790 340,000 p,s.1. IMPAC NOTCHED IZOD ASTM D256 18 FT-1bAtI F7.RE BURN10 CHARACTERISTICS: SMOKE DENSITY ASTM D284J 75 (.MAX) RATE OF BURNING ASTM D635 C-1 CLASS (MAX) SELF IGNITION ASTM D1929� 650 •F J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY & TEMPER. 4. ALL SCREWS TO BE STAINLESS STEEL J04 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 KSI YIELD STRENGTH AND 90 KSI TE74SILF. STRENGTH & SHALL COMPLY I3% FLORIDA BUILDING CODE. SECDON 241L3.34. 5. BOLTS TO BE ASTAI A 307, CALI'ANIZ£0 OR AISI 304 SERIES STAINLESS STEEL, A11771 36 KSI MIN, K'ELD STRENGTH. 6., ANCHORS TO WALL SHALL BE AS FOLLOWS,' SEE SHEET 2 OF 5 FOR APPLICATIONS. , -7/4" 0 ,WCON ANCHORS MANUFACTURED BY I.T.W. SUILD£X OR ELCO CONSTRUCTION PRODUCTS Yi 1/4" 0 BLUE TAP ANCHORS. AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - .. a ELCO MALE �'PANELMATE" MANUFACTUPED BY ELCO CONSTRUCTION PRODUCTS. -1/4' 0 X S/4' ALL POINT .SOLD -SET ANCHORS AS DISTRIBUTED BY AL POINTS SCREW, BOLT G `SPECIALTY ,COMPANY.. \ 1/2'.OD A• 2 '1/8' ENXJ12 RANELMATE INSERTS, AS. MANUFACTURED BY ELCO CONSTRUC77ON PRODUCTS. 1 ,. - _ .. -,_ •. .: .. .. ;.., ... .f A. 1) MINIMUM EMBDMEn4 INTO POURED C014CRETE OF TAPCON, ,BLUE TO ANCHORS AND R CO P t r-!.MATES IS 1 J/4 ", A2) 3%4"rSOUD SET ANCHORS SHALL BE ENTIRELY EMDEOOED INTO THE POURED CONCRETE'. NO EMBEDMENT INTO -STUCCO SHALL BE PEP,M.I'NED. 1/4' a-20 SCREWS USED SHALL BE 1 112' LOPIG MINIMUM SHOULD STUCCO EXIST AND I MINIMUM 'FOP WALLS • WITH NO STUCCO. SCREWS SHALL BE JO4 SERIES STAINLESS STEFI • if/ 3/•10 HEAD SIDEWAX BOLTS _ A.3) '!iN1kUA4 EMBEDMENT itlTO CONCRETE OF PA,4'ELM4TE IN.SEP.TS 15 1 5/8': 1,0 EMBEDMENT INTO STUCCO SHALL HE PERMITTED. 5/16 0 -16 J04 SERIES STAINLESS STEEL SCREWS USED SHALL PENETRATE- 1 ":MIN. INTO ANCHOP,. ' P. A..) IN CASE THAT PRECAST STONE =RECAST CONCRETE PANELS OR PAVERS BE FOUNO ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE GONG ENOUGH TO PEACH THE MAIN STPUCTURE BEHIND SUCH. PANELS, ANCHORAGE SHALG BE AS INDlCAro'otj NOTES A. 1) A.2) & A.J). (a) TO EXISTING CONCRETE BLOCK WALL: AST" C-90 -1/4" 0 TAPCON ANCHORS MANUFACTURED BY I.T.W..'SUILOF.): OR F,I.CO CONSTRUC,-'ON PRODUCTS C: 114' 0 PLUE, TAP, ANCHORS, AS MANUFACTURED -BY FLORIDA FASTENERS. INC- ' 0 ELCO MALE PANEL1d4TE" MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, a W 7/4" ALI P71NTC cOflO-SET A.NrHORS AS 0157PIRUTED SY'ALL POINTS SCP,EW, BOLT c` SPECIALTY COMPANY, NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON, BLUE TAP ANCHORS AND ZCO PANELMATE INTO 7HF CONCRETE BLOCK UNIT SHALL BE 1 1/4' 8.2) J/4- SOLID SET ANCHORS SHALL BE EVTERILY IMBEDDED INTO THE CONCRETE BLOCK UNIT NO £.mamENT INTO .STUCCO SHALL BE PERMITTED. - 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIVUAI.SHOULO STUCCO EXIST, ` AND 1" MINIMUM FOR WALLS WITH NO STUCCO, H.) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES IN -a 1) & 8.2) ABOVE. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 7, PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SEC77ONS 1'THRU 4, SHEETS 4& 5 8. STORY PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED. 9, IT SHALL BE THE. RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 10, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOC477ON AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1715.B.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION 1715.2.2 OF THE FLORIDA BUILDING CODE, 11. THE INSTALLATION CONTRACTOR IS TO SCAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND, FULL LENGTH. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONNG REGULA77ONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (A) THIS P.E.D. PREPARED BY THIS ENGINEER 1S GENERIC AND DOES NOT PROWDE INFORMATION FOR A 517E SPECIFIC PROJECT, LE WHERE THE SITE CONDITONS DEVIATE_ FROM THE P.EO. ' CA4SE AND IS (B) PROD�UCT0R To 8ASEDBON THIS, PSE,D. PROVIDED HE/SHNIBLE FOR THE TR E DOES Nor DrmTc FROM THE IZON INCLUDING LIFE SAFETY OF5 THE CONDITIONS DETAILED O TH. DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. - (C) THIS RED. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - (D) SITE SPECIFC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (£.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF, THE ' P,E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER, TO THE PE.D. EAIGINFER, SHALL SUBMIT TO MIS . , LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.., THAT PREPARED IT, - P� .......... .NS ' :`�!� w= FLORIDA BUILDING CODE (. tdon High- Valoc7ty 74urrlcone Zone) _..._. F .. . , 1 02011 f1000, 04 , CLEAR 'RERTyA S l'ORAA nRAt"i or. •IYUr<4w-tVY - - - 2.00. DEEP) A.G. - - STATEOP ;• L7; �:� . I �.ttac SF�RA{-If�rA4L St1FF'I- ; 'MAC nArf ��.— fILLR TC57INC 4 fHCENffR/NC MI/PANY 1\\. fJiXW. ]vN Slr SmJ'l9. Kt:,4di GLL'!)[t!S A L150I war P.WI 2::FCH, 1 SJ:O) FP.. •••• _.C�� .d �Lx„r : 1.�,erl-L.uo.. r , Reoswvr-rsr, - eeAWINc N. - SEMNS (SE: SHE -M 4 & 5) ANCHOPS (SE. SEC17ONS) --i - -------------- m Z, 671 NA 1 A Ln �-- -J. 'V 4.249- 2.000- TT 1 AM= vFT, T,,,Th I I H I 111 1 M4 vim 576; OVERLAP ANCHORS (SEE SEC11ONS) Tq rMAXAAfGfESU1LDOUT Bp.4c1(ET PMMCK ED @LIVAS MGAIUr 114 h� SCAO, J1r LAM:GAP MASHER HIND Apir 4- moo= j PANELS - Tfr AODffMQ ."a"s ON SIMT I -VIP. STUDDEDANGLE BUILD OUTANGLE KEYHOLEATPANa 500-M ALML A=Y pa I -r '� POUFEO ECOHLRIF �� CONCRf7E OLOCK IWU VARIES ,I OR.7 ra' tY000 SN09 2 OROR n REOUfRED E90;0 \ !� OR` OR 1/4bx L J/4" 2500�' 5 6 TAPCON ANCHORS`\ RAIN. SEPARATIDE POURED COMCRM 0, 12' 0. c d '• � \ CONCRETE OLOCK WALL TO QLAM OR 1 x1' M= SNAS REOUIP.ED '� I'oco* �Al1ERNATE LEG LOCAr1ON MAX. A.S.D. MAXIMUM - DESIGN WIND L T 2' x 2.. 0.35' 10 PRESSURE 'ANEL ENY'T ZONE SEPARATION L 2' 1 5" 1.055' Cent. RATfNG .s. f. ' L nf•i VARi£S p 2" Alum, ANGLE OR I= 9 Mor. .080, 3105-H154 SREEf 60 - 7'-� 1, 2 d• J 1' —j _ _ I — . METAL Alum. SE141 PU1E. /I ' Mln. PANEL LE1JGTi4 IS J�-O' 1 g g� 1 2 JI 3'r R ` G �j ple„ J105-Nr4 LO 4t f W BCG7 806J-fi ALLOY �O 24' 0. C. CPnr. AN- AAGLE t.� ?' W/ JACKNUT C CASE 8 �1�la»� C 5 � j SCALE.' 1 4" SCALE: 1/4- = 1' - PDA` CONCR67lti -ONCP.E7E BLOCK Y.'AiL\ SPJDS 2' r J' r .093' Jr0s P-14 OR 606J-M ALLOY Cant Al- ANGLE -, OR T i4' WOCO REOUIRED LGn. _-'1.5X• - , / POURED CONCRETE COACRET£ SLOLK WALL IV 1/4 C x 1 J/. TAPCON AACHORS C. ©12' O. 1 OR 21r4' I$DOD STUDS }} ? CUf PL 1, / REQUIRED A� NTn. 7 J/' l wCON ANCHFORS L1/4' GAP R.O. DISTANCE i / 8 12O, C 0 12" POURED CONCRETE ETLOCK WALL CONCRE O N000 SIU05 T 1 .12J" .— 7L 1 - OR 21r4' i RECO(R£D I- 1 5 J05-HI4 OR • 606J_T6 ALLOY / 2500' _ COAL Alum. ANGLE. . iA�.1E,°si7%3 S�/4, _ (plan)_ 5- A TI((�� FLORIDA DWLDING CODE-( r`don ldgh Yaloclty Hurricane Zone) ' (�, i gs Aj y y� ate, �7. 4� �•.•s' f �b.�e.or Y��l���(� ���Q; �GENS�,•���� �2arlmrFco,rHa 'CLEAR, 3t!? H� .SfORIA.IA,NFL' J3AnNer., �/.Ea. _.e. kAs-, 'ldfF' 4fkm :Siit�P4 Fhr� Dare , ' • * ; �O ` �� e Fa s: ;: 4260HESr ROAQ ORNL if41r rLSTINC 6 ENGINE£P.ING PA'. -,sr PALM'. BEACH. -L A1407 . 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' SREEt. 9 JF 6• . �' pnxaP GK t W WX g FICUlI 1e, 41r67 7� D- Property Appraiser - St.Lucie = ymty, FL Page 1 of 1 Elaine M Paterno (TR) Property Identification Site Address: Sec/Town/Range: Map ID: Zoning: Record: 1 of 1 10129 SPYGLASS LN 27:36S:39E 33/27N PUD Ownership and Mailing Owner: Address: PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Elaine M Paterno (TR) 10129 Spyglass Ln Port St Lucie FL 34986-3043 Taxes Exemptions Permits Home Print �VUCIE C0�2 ParcellD: 3327-707-0018-000-2 Q Account#: 139785 Land Use: SF Res , City/Cnty: St'Lucie County Legal Description POD 26 AT THE RESERVE PHASE 1 CYPRESS POINT LOT 14 (OR 2118-540; 3178-514) Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 359200 Land Value: 82000 Acres: 0.22 3/9/2010 100 0130 WD 3178 / 0514 Assessed: 359200 Building Value: 277200 12/10/2004 475000 00 WD 2118 / 0540 Ag.Credit: 0 Finished Area: 2910 SgFt 6/28/2000 360000 00 WD 1311 / 2727 Exempt: 50500 7/7/1998 52100 00 WD 1158 / 2551 Taxable: 308700 4/21/1998 21320600 02 WD 1140 / 1945 Taxes: 6477.65 BP mm ,B SGPYn t1S1) p P7 3B r BAS mim a 3 3' 06 ..lo Bra x 3 JX;. oim Exterior Features 14 View: - RoofCover: ExtType: HA- - HA- YearBlt: Grade: A- - A- EffYrBlt: StoryHght: 0010 -1 Story No.Units: Interior Features BedRooms: 0 Electric: FullBath: 4 HeatType: 1/213ath: 0 HeatFuel: %A/C: 100 %Heated: Special Features and Yard items Type Y/S Qty. Units Qual. Cond. YrBlt. SWHI - RES POOL HI Y 1 360 AV AV 2000 ENC3 - POOL-ENC-HI Y 1 1122 AV AV 2000 PA02 - POOL DK-GOOD Y 1 762 AV AV 2000 PHTR - POOL HEATER Y 1 1 AV AV 2000 SPA - SPA -HOT TUB Y 1 36 AV AV 2000 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 CT - Conc Tile 1999 1999 1 MX - MAXIMUM FHA - FrcdHotAir ELEC - Electric 100 Land Information No. Land Use 1 0100-SF Res RoofStruct: Frame: PrimeWall: SecWall: PrmintWall: AvgHt/Fl: Prm.Flors: %Sprinkled Type GFI -Site HP - Hip BS - CB Stucco DW - Drywall QT - Tile -Quarry 0 Measure Depth 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. E http://www.paslc.org/paslc/prc.asp?prclid=332770700180002 5/26/2012