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WS-15-1377 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-236264 Permit Number: WS-6-15-1377 Inspection Date: July 24, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: PEGG,JOHN Work Classification: Window/Door Replacement Job Address: 333 NE 103 Street Miami Shores, FL 33138-2432 Phone Number Parcel Number 1121360130250 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 2 IMPACT WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can scheduled until b c re-inspection fee is paid. For Inspections please call: (305)762-4949 July 24, 2015 Page 1 of 1 �1 0 sKO1 s°c Miami Shores Village M' 10050 N.E.2nd Avenue NE tiI OIaS4f�f� R 4"�+ Miami Shores, FL 33138-0000 #itS 0 Phone: (305)795-2204 12015 Expiration: 12105/2015 ,.1� t•. ...Y... ^•33 ... Project Address Parcel Number Applicant 333 NE 103 Street � 1121360130250 � JOHN PEGG Miami Shores, FL 33138-2432 Block: Lot: Owner Information Address Phone Cell JOHN PEGG 333 NE 103 Street MIAMI SHORES FL 33138-2432 333 NE 103 Street MIAMI SHORES FL 33138-2432 Contractor(s) Phone Cell Phone Valuation: L1, 2.00 FLORIDA HOME IMPROVEMENT (954)792-4415Total Scl Feet: Type of Work:REPLACE 2 IMPACT WINDOWS Available Inspections: No of Openings:2 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-6-15-55876 DBPR Fee $2.00 DCA Fee $2.00 06/08/2015 Check#:20479 $ 136.20 $0.00 Education Surcharge $0.40 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $136.20 In consideration of the/issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto anq/in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this p rmit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELE�T C/L/PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. i OWNERS AFFID �IT/ ertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction aryd or�ir�g_ utheeermore, I authorize the above-named contractor to do the work stated. ,'111111 .._ June 08, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 08, 2015 1 Miami Shores Village - Ivy Building Departments 2ot5 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 137 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2010 BUILDING Master Permit Ne PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): ;� ,�� V� `Z Phone#: Address: ' ` CiState: Zip: j 3 6 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: t 'CN� �-i �^ <_�'�, '""`�• Phone#: Address: U107) w ` S�0-\ City: State: Zip: ; Qualifier Name: Phone#: r State Certification or Registration#: !' Ci C r� .,C •`+ Certificate of Competency M J DESIGNER:Architect/Engineer: Phone#: Address: (( p� City: State: Zip: Value of Work for this Permit:$_ 1 1. 2 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Wor 1�:�+.�<_.J ��(� "� ��' �)c� � o r.l `,9 ��, � L�� 2 i Mk'AO W I NDbv� Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education/Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature /' % Signature OW4 or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of !. 20 by ' day of20 by who is personally known to 1 w'ha is personally known to me or who had produced �01\��IIlPilfl/� /as me or who has produced identification and who did take an oath��°��.•M�ssio•' q�F�'� identification and who id tAke an oath. !!!!l�p0 GONZq��i�� FSA;� � ��''��Q.•�$SION F�•.• iii NOTA"PUBkI�: NOTARY PUBLI 201 °igN;•* =Z: � #FF 033022 m� n: Sign: �9�•.m, ao ••Q Si , ( 'wi z FF 03 F :o Bo t g j `• g S. '. Print: 1� c ECIC S7A�E�� Print: r- ,J Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Control Host Page 1 of 1 e Permit Information 3v 9 Permit#:WS-4-14-818 Status:Expired Permit Detail Permit#: WS-4-14-818 Type: Windows/Shutters Parcel#: 1121360130250 Owner. JOHN PEGG Status: EXPIRED Project Name: Issued: 5/1/2014 Exp Date: 11/5/2014 Applicant: JOHN PEGG Company: Phone: Contractor Name: WAYNE THOMAS BURNETT Company: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Address 333103 Street Miami Shores FL 33138-2432 Sub Permit Checklist Inspections List Inspection Scheduled Requested Edit Type Date Time Date Time Final Not Scheduled N/A Not Requested N/A Window Door 5/9/2014 5/9/2014 Afternoon itachmen t Review Building 4/23/2014 Not Requested N/A https://bldg.miamishoresvillage.com/cap/controlhost.aspx?cid=411&&pid=66a 14582-b558-... 6/3/2015 tL FHA.- DIAGRAM_SHEET ' •' $�'•� � MEASUPJNG TECH MEASURE DATE CUSTOMER'S NAME FHA LEAD NUMBER TYPE Of PROPERTY ROOF HEtGHT FLOOR NUMBER TOTAL R OF FLOURS - I � 1 i - u y�. a — ATE 1 H , w 4u� 1 - t r- - _ T , } ( - ! nA1 - ! � l�l�c TH nt�t FF�f i '} Y — �. J h •1 r i , f t µ t 1 , I I , Florida Building Code Online Page 1 of 2 T I'--J �?�npritC 6CIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff 6CIS Site Map Links Search BusirnesS'/"k t'r1krOSS1Ga 'luPstl mctlser Approva[ ic Product Approval Menu>Product or AODilCatlon Search>Apolication List>Application Detail FL# FL16177 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy --- Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 cledy@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Lucas A.Turner developed the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 05/17/2016 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL16177 RO COI EvalReo CWS-812A(SH-8100.Impact.53x63, NoSillAnch).adf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E 1300-04 2004 ASTM E1886-05 2005 http://www.floridabuilding.org/inr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy... 4/18/2013 Florida Building Code Online Page 2 of 2 ASTM E1996-06 2006 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/31/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/26/2013 Date Approved 04/09/2013 -- of Products -- -�—� — .- fuz.!f Model,Number or Name Description SH-8100 PVC Single Hun SH-8100 PVC Single Hung Impact Resistant window.Use Installation Instructions Approved for use in HVHZ:Yes FL16177 RO II CWS-812A(SH-8100.Impact.53x63. Approved for use outside HVHZ:Yes NoSil[Anch , df Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure: +70/-70 Created by Independent Third Party:Yes Other:SH-8100 PVC Impact,Max.FI. size 35,no sill Evaluation Reports anchors required.Safety glazing required on outer lite FL16177 RO AF DuPont PVB NOA 11-0624 01 pdf above 30 ft.in HVHZ. FL16177 RG AE EyalRCD CWS-812A(SH-8100 Impact 53x6:1,MoSillAnch).odi FL16177 RO AE Mikron NOA 11-0830 09.Ddf Created by independent Third Party:Yes Sarcdc Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copvrioht 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email 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 mail to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emai Ls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: http://www.floridabuilding.org/t) r app dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y... 4/18/2013 URNER 2080 Mauve Terrace North Port,FL 34286 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 812A January 3,2013 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,51 7/8"x 613/4" unit size,+/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-812A,signed and sealed by Lucas A.Turner,P.E. 2) Test Report NCTL-210-3815-1A,-2,and-2A, by National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201/202/203-94,ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/l.S.2/A440-08 3) Supplemental Calculations to support CWS-812A, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-812A. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-812A • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB- 1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 11-0624.01 • Requires Mikron rigid PVC frame extrusions per Miami-Dade N.Q.A. 11-0830.09 Certification of independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. t}S4kli�O1fljf 4F ft r t 7 - 1/3/2013 y STATF_ OF Lucas A. Turner P.E. N: + FL PE#58201 Lucas Turner 2013-01-03 13:41-05:00 PVC IMPACT REQUIREMENT: SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION. .. 53 118" MAX OVERALL 2.GLAZING OPTIONS:(SEE SHEET 3) FLANGE WIDTH 3.CONFIGURATIONS:"0!X". 51 7!8"MAX.UNIT WIDTH -IMPACT: PVB SASH/IMPACT HOOK 47 11!16"GLASS DLO-7 4.DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. I I S.ANCHORAGE:THE 33 1/.3%STRESS INCREASE HAS NOT BEEN USED IN THE MAXM . I I DESIGN OF THIS PRODUCT,SEE SHEETS 6&7 FOR INSTALLATION DETAIL OVERALL FLANGE WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR HEIGHT 7 CALCULATIONS. 6 k/16" S 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 813!4' I MUSED AT FIXED MEETING RAIL AND JAMB. AX. UNIT HT. S.SERIES!MODEL DESIGNATION SH-8100, 9.IX OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED I I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS 3D3/i8° I I MAX. 26 718" RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. SASH GLASS HEIGHT DLO 10.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:X=OPERABLE XSASH;0=FIXED SASH I 11.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL I j l ELEVATIONS IN A SIMILAR LOCATION I 451 GLASS DLO 4838" MAX.SASH WIDTH LUCAS A.TURNER,FL.P.E.,58201 A RECONFIGURED 912012 10/18/12 DESIGN PRESSURE RATING Vsassi1TFrr+qy 170 PSF �*i ,cFr 3 rL ��fnLd 4tiF2 G e v _I WINUOVVS h DOORS TABLE OF CONTENTS �>J• gyp. `v t No 56201 : l: 1900 SW 44TH AVE. GENERAL NOTES&ELEVATIONS.....1 * * # CALA,FLORIDA 34474 ANCHOR SCHEDULE&NOTES .......2 Lucas Turner p; 1 TITLE! MISSILE IMPACT . ........... . .3 2013-01-0313:40-05:00 1— STATE OF GLAZING DETAIL... :�+ NOTES&ELEVATIONS-LAR E SECTION VIEWS 4 yOT. A' �� 8100 BAT 06/18/2012 EXTRUSIONS&B 0 M ........5 PROPRIETARY AND COWIDENTRL 1/3/2013 Ir`<N'. /0 R 1 q .'•`;�ti INSTALLATION DETAIL,.... .........6,7 THE:NFORHATON CONTAINED WTHISDRA4MlQlSTHESOLEPRCFER-YOFCUSTOM ;.,f •••.,.•• ��,,�� -`PVC SINGLE HUNG NTS - CWS-812 WINDO•."l S15 EMS.'i.C.AN.REPRODUCTION IN PART OR AS A`A'HOLEE WITHOUT THE A' WRI*TFN PERdISS.ON OF CJS.OM'dJINDOW SYSTEMS,INC.15 PROHIBITED. *frr4l�A,isssss� I`I 'I` A '"- 1OF7 6"MAX. 17" ASEE NOTE 2 MAX I - 6'MAX / I I I O INSTALLATION I I I ANCHORS(TYP) 4!„— _ I 1 I 10112' ��-- MAX O.C. SPACING(TYP.) 4" NOTES: NO ANCHORS REOUIREO IN SILLiip 1.INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHORS REQUIRED IN SILL. 2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114"FOR MASONRY OR ANCHOR LAYOUT- EQUAL SPLITI WOOD,AND 116"FOR METAL, USE SHIMS WHERE SPACE GREATER THAN 1116"15 PRESENT. nFu'`�-ns? i �*vzu raAprE 3.LOA SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SWIMS ARE NOT ALLOWED. 3116"DIA.ELCO ULT CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/41,INTO MASONRY THRU COD BUCK INTO MASONRY.A MNIMUM EDGE DISTANCE OF 2 1/2",IN ANY DIRECTION,SHALL BE ACHIEVED. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 316'INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718"SHALL BE ACHIEVED IN ANY DIRECTION. S.#10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. LUCAS A.TURNER,FL.P.E.,58201 A RECONFIGURED 012012 10/18/12 9.INSTALLATION ABORPRODUCTS TARE EUB)RATE MATERIAL WITH THE FOLLOWING PROPERTIES: `%%' �p ctii!r11,AI �VAPECFC GRAVITYOF GOS(SOUTHERN PINE OR GREATER) B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. ��?,.tc.v P,-„s•.-�.�� _II C.MASONRY STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). +�JG r C F I x1NDOl S R DOORS D.ALUMINUM-1/8"THICK MIN.,6063T6 MIN. v. No 58204 ;�$ 1900 SW 44TH AVE, E.STEEL-.080"THICK MIN.,33 KSI MIN. CALA,FLORIDA 34474 10 SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE Z. TITLE:ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT CURRENT VERSION OFTHE FOLLOWING REFERENCE DOCUMENTS J'" '43: STATE OF FMA/AAMA 200(FFMA/AAMA 100 IN WINDOWS),LANGE WINDOWS), - PROPRIETARY AND COWIDENTWLf//3/2'0"' �iO�F�fiC O R 9Ty P,��e'+ti. 810D BAT OS/18/2012 FPAMNOMA250(BOXWINDOWS), VJ!NDTHEIOW,SY5?F.MSION CIINC?ANYR'cPRODUCAINED IN THIS R ON INPA2TORASA'NHOAVVING IS THE SOLE LETf THOUTTHE ♦��f`p7 L'd��t` PVC SINGLE HUNG - NTS GWS-R12 FMA/AAMAPAIDMA 300(EXTERIOR DOORS). VJRITfEN RERMISSfON OR CUSTOM WINDOW SYSTEMS.INC IS PRO40ITF-D. +��tT1 ry ��f11� R A 2 OF 7 718"OVERALL 7f8"OVERALL 1/8"ANNEALED OR TEMPERED 118"ANNEALED OR TEMPERED 7118"AIRSPACE 7116"AIRSPACE 5116"LAMINATED 5116"LAMINATED 118"ANNEALED 118"ANNEALED li .090"DUPONT PVD INTERLAYER .09C"DUPONT EVE INTERLAYER 118'ANNEALED 1/8"ANNEALED 4 SIKAFLEX 552 OR PURFECT GLAZE"H" 4 SIKAFLEX 552 OR PURFECT GLAZE"H• 14 3 16 1/2"GLASS BITE ' 1/2"GLASS BITE 1 x1'L U FIXED LITE(EQUAL SPLIT) SASH LITE LUCAS A.TURNER,PL.P.E.,58201 A RECONFIGURED 012012 10/18/12 +jG; C• .•' FrAINIIIIII&DOORS - f No 58201 tI;Y 19D0 SW 44TH AVE. CALA,FLORIDA 34474 -0 lY� ITLE GLAZING DEATAIL LARGE MISSILE IMPACT Z� p STATE OF u s I r� •, s p �� 8100 BAT 0 611 812 0 1 2 PROPRIETARY AND CONFIDENTAL 1!312013 �� .,t O N tp ��e THE INFORMAT'OiJCCNTAINED NTHIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �SS PVCSINGLEHUNG NTS CWS-812 VVIrDC'NSYSTEMS.IN(",ANY RE�ROOUCTION�N PART 09"TFN PERMISSIO%;OF CJ570V WINDOW SYSTEMS N^IS PROHIP TEDFIOUT THE ��7t��'Al' lti1, A ,ap_ 30F7 I, R 011 INTERIOR 53 1 13 3 4 4 45 3 F - I 14 EXTERIOR ae 35 l 1 � t gq I 48 33 -I.i 15 5 19 RIO INTERIOR 3 a t 3B a 14 SECTION B-B fdOTE.LEI?SIDE_SHOELITE[I_RA'•,+,�nY, RIIJHT SIDE SHOWSWS 8ACASHH ClITA1ti!AY 2 9 40 8 6 I g 10 NOTES: ITEMS 20,25,26,36,37,44,51,52, 18 55,56,64,67,68 ARE USED BUF NOT SHOWN g _ FOR CLARITY. 66 62 6 34 18 a 2 6 73 O LUCAS A.TURNER,FL.P.E..58201 A RECONFIGURED 912012tlIII# t0/16f 12 3 IIt I rlirf+ SECTION (£QUALSPLIT) `�Q,,r:�r.)•h';,'';,,'p. —.N9NI)01VS K DOORS t No 59201 •, 1: 1900 SW 44TH AVE. CALA,FLORIDA 34474 rITLE SECTION VIEWS EQUAL SPLIT,LARGE MISSILE IMPACT y '9. STATE C)1= PROI•METARY AND CONFIOENTWL 1/3/2013 ~O 6100 - BAT 06/1 W2012 THE INFORIMATI'VV•J CONTANNED IN THIS DRAWINGISTHF SOL,PROPFRTY of'c TON ++!yF ��N+��yC?`� I" PVC SINGLE I-fUNG NT$ CWS-812 N RITTEIJ PcRM�851CH OSTEMS INC F LIVS OMOYNDC1a5YSrEMS,ART��INGSB RO.H:SI?FDHOI:*THE ++!*�ION A'1 �tA .,uc cr: 40F 7 3 118" FRAME CORNER Remit Part Descrlptlon Vendor Material 23/ts t tions° CONSTRUCTION 1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 1116" 1116" i 2 H-8031 Main Fc,SH;wlFlg.,PVC,Sill Mikron Vinyl 1 8 1/16" 3 H-6031 Main Fr.,SH,w1Flg,,PVC;L.Jb. Mikron Vinyl 2 1 5/8• 4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mkron Vinyl3 2 314" 4 6 S-1577 ImpactHdok Keymark Num 8 H-6027 ash Meet.Reil.PVL Mikron Mnyl 9 H-1497 Reinf.Sash Meet.Rail Keymark Num tom Reil,PVC cDRNER WEtl7(ALL SIDES) 10 H-6028 Sash BotWron Vinyl PVC SASH MTO.RAIL-6027 PVC SASH STM.RAfL-6028 12 H-8004 13ash SidefTop/Bot.Rail Mikron Vinyl PVC FRAME FLANGE-6031 13 5-1496 Reinf,S.B:R./S. 1/18„ 14 B-6064 Glz Bd.,7/8"1Horiz Wron Vinyl 0 q4 15 S-6064 GIzSo.,7/8",Fxd.,Vert. Mlkron Vinyl 1/16" 78 37 16 S-8064 Glz Bd.,718",Saeh,Honz. Mikron mri 17 S-8064 Glz Ed.,7/8•,Sash,Vert. Mikron Vinyl 1 12 j 18 S-8013 Scm.Adapt,wlNib,PVC,Horiz Ukron. Vinyl 314•19 S-6014 Scm. 1518" 1 5116" 20 S-6029 Sae St p/Filler,PVC,Vert. Mikron Vint 2 V8" PVC SASH STOP-8025 23 H-1699 Reinforcement,SBR Keymark Num 16/1116° 1118" _�L /4,� 13 24 P-2190 Balance BSI 1__.— 13/16 25 P-3059 Sash Cam,PVC ---BFI Plastic REINF.,S.B.R.-1899 1i@" PVC SASH SIDE RAIL-6004 3/� itle" ZFIXED MEETING RAIL SCRE'•NEDTOG ETHER 26 P-3046 Take Out Clip BSI SS ALUM 6063-T6 WITH OUTER FRAME 27 P-3783 Lock,Impact PVC Interlock ALUM.FIXED RAIL-1636 REINF.S.M 6063.T -1496 P'. ALUM 6063-T6 ALUM 60G3.76 28 P-4069 Keeper,Impact,PVC Intenock zomac 30 P-3215 Weep Cover wlFlap Gaer Plastic .045• 32 P-3429 Wstp.,0.270 x.187 back RnSeei,Gray Ultrafab 112° t Ile" 33 P-3429 Wstp.,0.270 x.187 back FlnSeal,Gray Ultrafab 5118" �-{-516" 34 P-3429 Wstp_;0.270 x.187 back FlnSeal,Gray Ultrafab 1 1 1 5118" T-- 38 9 35 P-3429 Wstp„0.270 x.187 back FnSeal,Gray Ultrafab 36 P-3429 Wstp.,0.270 x.187 back RnSeal. ray Ultrafab I 1" � `-�( 1116" 37 P-4638 #8 x2-112 PH Mod.Truss,Type A TEK 2 Fastenal Steel -tet 1116" 1116" 38 P-3786 98 x0.625 Ph PH SMS Hub City Steel PVC SCREEN SUPPORT-8014 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 REINF.SASH MTG.RAIL-1497 39 P-4051 W #8 x1.256,Ph FH TEK Whit. Hub City Steel ALUM 6063-T6 40 1 ae x3/4 FH PH w!#6 Head,TEK,Whit. Hub City Steel 5 44 P-3342 Seam Sealer,SM-5604 Schnee t�-114" 45 P-3752 Cap Flog.IQ"Hole M&M Nylon 03/16" 47 P-3438 Slkalex552orPurfectGlaze"H" SlkalHenkel O 48 P-3352 Set.Milk.,85 Dur.,1/8"x5/8"x2"I F.Lowe Rubber 0 51 P-3881 Temporary Lbl.(NFRC/DP 7 — 14 1 1166 1 —3•• 112" 52 P-3613 CWS Lbl.flog*) Pro Label 53 Sash See Gazing Chart(pg.3) 54 Fixed See Glaz'ng ha (pg. ) PVC GLAZING BEAD-6064 58 P-3281 Spacer Duraseal 718' SCRE'NSUPPORT-3113 62 P-3218 Screen Frame,Hodz Atmetal Num I 63 P-3218 Screen Frame,Vert. Nlmetal Num f�15/18• 64 P-3321 Screen FrlmeComar e3/ Nlmetal Plastic LUCAS A.TURNER,FL.P.E.,58201 A RECONFIGURED 912012 10/18/12 IMPACT HOOK-1577 r 7/8" es P-3581 Screen Cloth,18 x 16 Fiberglass BiFlbergless ALUM 6083-TB ,t�llturRl rgrrrr Be P-3228 Screen 8pline,.165Dia.,Bilk. Da a Vinyl 9/G 3 •�� ,P-�•"-1'1'�-(r�� "ie�i�w� 67 P-3029 Screen Pull Tab Summit Num ti��Q5.•�GF Ns .,'6�: 'I�1F1NUDt15GuuollS P-303 creep Spring,SS Fit 3Green 1116" ��.• •'•, 70 P-3113 Screw SUraoltfor PVD T.Plastics Nylon ,v: No 58201 ,'r% 1900 SW 44TH AVE. 71 H-1838 Num.Ftxetl Rail Keymark Num REINFORCEMENT,IMPACT HOOK-1112 * S*: CALA,FLORIDA 34474 72 6.6063 Cover,lRall Mikron Vinyl ALUM G063 TB C„Or X_ L EXTRUSIONS 1 S 0.M, -LARGE MISSILE IMPACT 73 S-1172 RelntprCerhent•Im pact Hook Keymark Plum '�'. STATE OF : 74 P-3541 #8 x 1rz",Ran Head,TEK Fastenal Steel PROPRIETARY AND CONFIDENTIAL 113!2013 ip� er 0U� 8100 BAT 06/18/2012 NOTE: ITEMS 5,21,22,29,31,41,42,43,49,50,55,57-61 ARE `ru CNroSY5T 0`S fK AW e I vRon IDRAINING TIAo iNFAaro,4nsnt�roiF ITTHOUTTHE �'4��/0 A ENOL� PVC SINGLE.HUNG `' NTS CWS-812 NOT USED ON THIS PRODUCT WRrTTEN PERMISSION OF CUSTOM,WINDOW SYSTEMS,INC Is PROHIBITED. {+ryr N µ!vel "' A "" ` 50177 INTERIOR FINISH 1 114"MIN,EMBEDMENT 5 3E MIN.EMBEDMENT INTERIOR FINISH BY OTHERS t [C) (D) INTERIOR FINISH SEALANT BETWEEN BUCKBY OTHERS CONCRETE/MASONRY } t• ? 8Y OTHERS AND OPENING BY OTHERS BY OTHERS ••?r i;'t 114"MAX SHIM 114"MAX SHIM •�' {• _ �IB] IBI —^{ S••ti.ti... INSTALLATION ANCHOR,3116"DIA. � '4'4 I p'p' � m• P m�m. s . m. ♦,."t••v� 'X4'4 � 1 Q '.:'I, �. T '\ 'p p•'' MIN EDGE DIST. DE MASONRY SCREW WIWASHER s (MIN EDGE DIST.) THft1 SCREW SUPPORT IDI CONCREIRY •e •s• •a 1 114' ^^T I BY OTHERS �,,,, o e• o� P m; •' '{~•. (MIN EMSEDMEN'I)[CJ EXTERIOR FINISH�••, ��•-.�,,,�^ •' 4•4 I I,I I p INSTALLATION ANCHOR, BY OTHERS ss'." �1 BY BUCK 2 112' A '4•A _ _ `I 0'e' 910 WOOD ANCHOR BY OTHERS (MIN EDGE DIST.) 4 vdINTEG RATED WASHER PERIMETER SEALANT [A] [ClA 4 0• {� / 0'p'ID)H)RU SCREW SUPPORT D BYINSTALLER 1/4"MAX SHIM ' -•• •' SEALANT BEHIND FLANGE [B] Y}., WINDOW FRAME ryti♦ 2 BY WOOD BUCK BYINSTALLER JAMB {•t••'ti'' BY OTHERS 1 BY WOOD BUCKq BY OTHERS SEALANT BEHIND FLANGE SEALANT BEHIND FLANGE BUCK [A] WINDOW FRAME 'A' EXTERIOR FINISH BYINSTALLER BYINSTALLER SEALANT BETWEEN HEAD BY OTHERS PERIMETER SEALANT BUCK AND OPENING BYINSTALLER PERIMETER SEALANT BY OTHERS INSTALLATION ANCHOR,3116"DIA. BYINSTALLER MASONRY SCREW WIWASHER j,�HCRIZONTAL SECTION EXTERIOR FINISH , THRU SCREW SUPPORT l¢J FRAME(MASONRY) BY OTHERS [C] HORIZONTAL SECTION I. ®FRAME(WOOD) Y i WINDOW FRAME CONTINUOUS DOUBLE 3116'BEADS OF TRF MGLAZE U1600 SEALANT SILL OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN Lq ' FRAME AND BUCK BY INSTALLER, SEALANT BEHIND FLANGE BYINSTALLER WINDOW FRAME 134"MAX.SHIM SILL PERIMETER SEALANT (B] BYINSTALLER REFERENCE NOTES: . ,..�� EXTERIOR FINISH D ►. ►• ►. o ` D [A]SEE NOTE 9,SHT 1 BY OTHERS ► D ♦ o [B]SEE NOTE 2&3,SHT 2 CONTINUOUS DOUBLE 3/18"BEADS OF D D• ► �► ` D. Q D• s IC]SEE NOTE 4,SHT 2 SEALANT BEHIND FLANGE "?g TREMGLAZE U1600 SEALANT AROUND • D ►• ►, ►• ►D s D ►• ► ►• ►D [D]SEE NOTE 6,SHT 2 BYINSTALLER PERIMETER ATALL INDICATED POINTS D• ► ,D► D►D r i D D D D D D D D D BETWEEN FRAME AND BUCK BY INSTALLER. • D, 1 r ►D ► °• ►• * / ► PERIMETER SEALANTBYINSTALLD D ►D D� D►D• s D• s D:; D 11�"MAX.SHIM • e ► D sD ►D EXTERIOR FINISH BY OTHERS •. . Y '� CONCRETEIMASONRY LUCAS AURNER,FL.P.E.,56281 };'; •e>. -� BvoTHERs ..TA RECON!1GUREC�9l2012 10118!12 • •m.:, -_......•- SILL STOOL . P. o.o•'P y�` •s• o BY OTHERS \Wk"I7t7r77r Rf irl"7♦t _/ I,� _-'- m,o. o` m. ,P•m. o. ,o•s. SOLID WOOD F/6\A ( ) LTERNATE PRECAST SILL DETAIL 4% F1LI ♦ \�� o, s m•m • •••> s s.P••e o s.o•;w USE RAME MASONRY ��ti C.E FJ• G ♦♦ •s..•• i w1: _ SUPPORT TO MAKE +`G Svr•. �� o. m.� w,•o• P.•.m , >� •►'o o m• SILL LEVEL BY OTHERS :J: �2� 2:::1141NDOK5.G t)OOILS • •m. ,�s:.o••m' - : No 58201 %P 1900 SW 44TH AVE. •>• ,� ,m P• • O• P• .• • r coNCRETFJMASONRY =*f * ,t CALA,FLORIDA 34474 BY OTHERS ��' 1 I T 4 -LARGE MISSILEIMPACT z�. cTSTE QF u'� HIGH STRENGTH 1/3/Z013 ?fin p 2�r 8100 BAT 061181201 2 T,IEMFORMAT•ON CCNTAIIED IN TI-15 ORAWN'G 19 HES"E PROPERTY OF CUSTOM rl�iS QF11d•1 c\,•, I GROUT BY OTHERS VERTICAL SECTION 'y u^ HUNT NTS CWS-812 REPqOr,lJCTlON IN AVAfOLE FRAME(MASONRY) WRITE.N PERI,IISS;ON OF CUSTOM flINDOW S 5 EMSANC SHOUT THE J� S PROHIBITED ♦t7j�� *,t� A 60F7 116"MAX,SHIM INSTALLATION ANCHOR, (p) #10 SCREW [D) [C) PERIMETER SEALANT BYINSTALLER I ('.. 6"MAX.SHIMSEALANT BEHINDFLANGE� ,^BYINSTALLER WINDOWFRAMt`ll HEAD [IL PERIMETER SEALANT WINDOW FRAME LATION ANCHOR, BYINSTALLER JAMB #10 SCREW SEALANT BEHIND FLANGE BYINSTALLER HORIZONTAL SECTION r..: WINDOW FRAME SILL n Y REFERENCE NOTES: Ll)I CONTINUOUS DOUBLE 3115 BEADS OF TREMGLAZE U1600 SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN (A)SEE NOTE 8,SHT 1 FRAME AND SUCK BYINSTALLER. - [B)SEE NOTE 283,SHT 2 [C)SEE NOTE 6,SHT 2 [0)SEE NOTE 9,SHT 2 SEALANT BEHIND FLANGE 118'MAX.SHIM BYINSTALLER _� PERIMETER SEALANT- BYINSTALLER [D) LUCAS A.TURNER.FL.P.E..56201 A REC ONFIGUREID 912012 10/18/12 +Itllirrftrrlff ilcC .,4, 55\INUD14SnDOORS /E\VERTICAL SECTION a; - t\%, - v. No 58 2(11 ' 1900 SW 44TH AVE. CALA,FLORIDA 34474 TITLE 9 STA.1'F OF A TI TA - R EMI ILE 0` � -.0 •;'{' BAT 0611812012 PROPRIETARY AND COMLENTAL 1/3/2013 `r1 THE INFORMATION CONTAINED 1:4 THIS DRAWING IS THE SOLE PROPERTY OF CUSTOIA �I�r SS./'•.e.+�`£�y��ti PVC SINGLE HUNG r NTS ' CVt15.812 '. 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Miami Shores Village Building Department IECEIVED ui I 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 APR 2 3 014 I Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 2010,' BUILDING Permit No. 1 PERMIT AP I( A ON Master Permit No. I q 1 Permit Type:(--UD ROOFING JOB ADDRESS: 3D- 10-L-, 5-T-- City: Miami Shores ��County: Miami Dade Zip: ? Folio/Parcel#: 1 I - U 3(D "0 13 -(-) Is the Building Historically Designated: Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder�-J0 h n V �C �� Phone#: X)S'93'9%�O6O Address:^ v" ):! City: �c� - �koyfc� State: — zip: 3315 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FL. HOME IMPROVEMENT ASSOC. Phone#: 954-792-4415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip_ 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: 954-792-4415 State Certification or Registration#: CGC061890 Certificate of Competency#: Contact Phone#: 954-792-4415 ext 243 Email Address: PERMITS@FHAPRODUCTS.COM DESIGNER: Architect/Engineer: GARY McDOUGLE Phone#: 561-752-5440 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Additio ❑Alteration ❑New �pair/Replace ❑Demolition Description of Work: �C ( � C)- :1t r\ (era Color thru tile: ********* ** *** ******* x x************Fees******* 1 Submittal Fee$ " Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Cp. Signature Signature Owner or Agent Contractor The foregoing i Ttrument was ac nowledged be ore me this 2- 2— The foregoing instrument was acknowledged before me this day of A , 20 d,by AC day of (i 20 LY,by WAYNE T. BURNETT who is personally known to me or who has produced who is personally known to me or who has produced idrification and who did take an oath. as identific�6n��d who did take an oath. NOTARY PURLI NOTARY PU1JL IC•, Sign: Sign: U, Print: CAROLIN MARTINEZ pg� �Qo2�p�6 Print: CAR IN MA V �aEEe;`Lo`5e� M Commission xfires: My p S�\ `�b�c`�g� My Commissio IAF MVGP SOaa�yQ°b\cU GP`�- c,dO- APPROVED BY ' Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Property Search Application- Miami-Dade County Page 1 of 1 OFFICE Summary Report Generated On:4/7/2014 Property Information Folio: 11-2136-013-0250 Property Address: 333 NE 103 ST Owner JOHN M PEGG Mailing Address 333 NE 103 ST MIAMI SHORES,FL 33138 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/210 r Floors 1 Living Units 1 - Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,042 Sq.Ft Lot Size 12,300 Sq.Ft Taxable Value Information Year Built 1950 2013 2012 2011 Assessment Information County Exemption Value $50,000 $50,000 $50,000 Year 2013 2012 2011 Taxable Value $188,363 $184,379 $195,371 Land Value $116,678 $90,503 $100,559 Building Value $124,667 $143,098 $144,025 School Board XF Value $624 $778 $787 Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $213,363 $209,379 $220,371 Market Value $241,969 $234,379 $245,371 City Assessed Value 1 $238,363 $234,379 $245,371 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $188,363 $184,379 $195,371 Benefit Type 2013 2012 2011 Regional Save Our Homes Assessment Exemption Value $50,000 $50,000 $50,000 Cap Reduction $3,606 Taxable Value $188,363 $184,379 $195,371 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Sales Information Note: Not all benefits are applicable to all Taxable Values(i.e.County, Previous Price OR Book- Qualification Description School Board,City, Regional). Sale Page 07/10/2012 $100 28261-1834 Corrective,tax or QCD;min Short Legal Description consideration MIAMI SHORES SEC 5 PB 10-47 06/01/2005 $489,000 23570-1813 2008 and prior year sales;Qual by LOTS 16&17 BLK 118 exam of deed 12/01/2002 $0 20912-0275 Qual by exam of deed LOT SIZE 100.000 X 123 OR 20912-0275 12 2002 4 07/01/2001 $185,000 19833-2257 2008 and prior year sales;Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp (http://www.miamidade.govriinfo/disclaimer.asp) Version: 1.0.4 http://www.miamidade.gov/propertysearch/ 4/7/2014 Florida Home Improvement Associates Florida Broward Tel:954-792-4415 License No.CGC 0618901 OB44818HKa,i� Miami Dade Tel:305-5454469 ..erl 4070 SW 30'Ave.,Hollywood,FL 33312 Associates Fax:954-792-2170 TM Web:FHAPRODUCTS.COM Job# Email:INFO@FHAPRODUCTS.COM Replacement Windows Contract Name: Jun Home Phone: ✓ `; Bus.Phone: Address ��jjciit/tyy �� / State Zip This Contract is made and entered into this day of 20I�y and between Florida Home-improvement Associates,Inc, a Florida corporation("Contractor"or"FHA'),and owner(s)_namefabove of the residence located at the address listed above("Owner"). The Work.Contractor agrees to perform the work described below: Directions are viewed from the inside. 1) Remove existing units to be replaced.(NOTE:Removed items are likely to be damaged.) On sliding glass doors Active and Fixed 2) Prepare op s as nece�6arytp receive replacement units. Panels are identified. On Casements 3) WINDOWSFHA Energy rgy5torm Saver_Simonton Vinyl Insulated and single French doors the hinge is identified Right Hinge and Left Hinge. Install Aluminum Insulated, Aluminum Non-Insulated On Double-French Doors the more 4) Doors:_FHA Energy Storm Saver_Aluminum Insulated,_Aluminum Non-Insulated active door Is identified Impact:( ) Non-impact:( Color. White: Tan: Bronze: Grey: Mill Finish: filmli Double Hung Sinale Hu na 3-LR Casement Pkture Window Other Yes( ) N-0— standard— o standard_ Qty_ my—1— Qty_ Qty_ Qty_ Qty_ Custom 1-01 acTlvE FIxED FA AF LH RH ACr1VE ACTIVE � �� Sliding Glass Door Sinale French Doors Double French Doors Geometric AA AF FA FAAF AAF FAA RH( ) LH( ) RA( ) LA( ) Qty— Qty— Qty— Qty— Qty_ Qty Qty— Qty— QtY_ Glass: , - /` INITIAL HERE Warranty: anufacturersWaarrra�ntys(e_nt_upanl mp tition. (' 5) Work NOT to be replaced:�JL'� J 1 �f 3�— INITIAL HERE--) 6) If applicable,removing shutter,pan ,a d/or security bar INITIAL HERE 7) Special_Instruction : a. It 8) Cleanup job debris and provide necessary permits and insurance. 9) If applicable,in the event that Contractor is unable for whatever reason to obtain proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. (No finish work o er th fgormal i Ilatio to bp one unless noted below.) Additional Work: - � p j OL s'Lf '� !, Schedule:Contractor shall commenc the work within Odays after execution of the Contract(the"Commencement Date")and shall endeavSr.to complete all Work hereunder within days after the Commencement Date. $ �A Contract P' The TOTAL PRICE for all Labor and Materials(including any applicable discount)is $ �" � .00 Sales Tax $ Down Payment $ 00 (if applicable) b Z Balance Payable $ .00 I Total Contract Price $� Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor s Final Affi avit to Owner,substantially similar to the forms included in chanter 71.3.Florid atues 120051. Circle one:[YES oNo] ner elects to apply for financing of the above-statue lump sum amount.If yes is circled,see financing agreement and related docur s Notice to the Owner,If financing is being obtained by Owner: a).Do not sign this home improvement contract(including financing documents)in blank. b).You are entitled to a copy of the contract at the time you sign.Keep it to protect your legal rights. c).The fina�dal documents attached to this home improvement contract may contain a mortgage or otherwise create alien on your property that could be foreclosed on if yo do not pay.Be sure you understand all provisions of the contract and financial documents before you sign. Miscellaneous:This contract contains the entire contract of the parties.It may not be changed orally but only by a signed change order or other written amendment.The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF,the Parties hereto have executed this contract,under seal,as of the day and year first above written. You the Bu r may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. See the ThIeZili7 f collation form for an explanation of this right. Owner: " Colitrat r:F By. �k (Signature of Owner) (Name&Title) -q- r (Signature of Owner) Date '�O' Home Owners Association Name: Phone#. YES ( ) N ) Building Name: