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HomeMy WebLinkAbout1800 S Park AvevJL p R g2011 rl.- lauz CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 00 Application No: Documented Construction Value: $ 3d?7( ? Job Address: l g 0 0 t&k) e S A-t o'rA r-l Historic District: Yes 0. 'No Parcel ID: 36 - I R - 30 - 50 6. 0 000 - 0 R00 Zoning: Description of Work: —I-J kp,o1A C&_tm,-,4f ,,'wc0wi S-2- e cvi SIZ,P Plan Review Contact Person: Ravid ar ee I( gSrl-d S- 3R5Y Title: Phone: 3$6 - 675- (*%4 Fax: 386-A75-6 7 ( E-mail: ,Mori"A k S S LO 94O1-. ,© W Property Owner Information Name 18Plut irn OPU SCLA VC Phone: / Street: oo ,r v Resident of property? : CW14 ko /e o4k City, State Zip: SiAtnQCCL h l _ Contractor Information Name (jovAAowPfo, J _D04VTo'yAA Phone: Street: NYP 090 A 40- Fax: 3,?6 -- 675-- 697( City, State Zip: o tJ v IF (I' State License No.: (' G 6 jD 75' Architect/Engineer Information Name: Phone: Street: • . t _ Fax: _ City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: 1; :. Flood Zone: New Service ., No: of AMPS: Mechanical (Duct layout required for new systems) Y Plumbing El, -' ` - "`'' New Construction :' No. of Fixtures: Fire Sprinkler/Alarm No. of heads: i a 3 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 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 of 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION., IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires -payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review' charge: If the executed contract is not submitted, we reserve the right to calculate the plan review . fee based 'on past permit activity levels. Should calculated charges exceed ' the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: 7 ,A,u t Jf::_ V VQ 0k% Print Contractor/Agent's Name 2- / P,,e_ Signature otary-State of Florida Date C. J. BEAN MY COMMISSION # DD 921284 EXPIRES: August 31, 2013 9-,'OF Fl40'\ Bonded Thru Budget Notary Services Contractor/Agent is "' Personally Known to Me or Produced ID Type of ID 1 6_ WASTE WATER: BUILDING: eminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org(web/re web.seminole county_title?parcel=36... i FARtC9>.IDI BAIL_, DAvm.foiMm.CFA,ASA if • 4i PROPERTY APPRAISER w. OL •ramUNTYN. F`L. I%11 E s AHFonn, FI-9277t-1468 407-G 7508 VALUE SUMMARY VALUES 2011 Working 2010 CertifiedGENERAL Parcel Id: 36-19-30-506-0000.0800 Value Method Cost/Market CosIlMarket Owner: KORUSCHAK CARLA Number of Buildings 1 1 Own/Addr: Depreciated Bldg Value 65,632 73,278 Depreciated EXFT Value 1,740 600MailingAddress: 1800 S PARK AVE City,State,27pCode: SANFORD FL 32771 Land Value (Market) 35,517 35,517 Land Value Ag 0 0PropertyAddress: 1800 PARK AVE S SANFORD 32771 Subdivision Name: SANFORD HEIGHTS Just/Market Value 102,889 109,395 Tax District: S1-SANFORD Portablity Adj 0 0 Exemptions: Save Our Homes Adj 01 0 Dor: 01-SINGLE FAMILY Amendment 1 Adj 0 0 Assessed Value (SOH) 102,8891 109,395 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 102,889 0 102,889 Amendment 1arfusimentisnot applicable toschool assessment) Schools 102,889 0 102,889 City Sanford 102,889 0 102,889 SJWM(Satnt Johns Water Management) 102,889 0 102,889 County Bonds 102,889 0 102,889 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vac/Imp Qualified 2010 VALUE SUMMARY WARRANTY DEED 01/2011 07514 0856 $100,000 Improved Yes WARRANTY DEED 07/2004 05397 0005 $170,000 Improved Yes WARRANTY DEED 0812001 04186 0878 $85,000 Improved Yes PROBATE RECORDS 0511992 02430 2075 $100 Improved No 2010 Tax Bill Amount: $2,197 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... FRONT FOOT & DEPTH 134 125 .000 285.00 $35,517 LEG LOTS 80 + 81 (LESS E 5 FT) SANFORD HEIGHTS PB 2 PG 63 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Building 1 SINGLE FAMILY 1951 6 1,553 Sketch 2,175 1,665 SIDINGAVG $65,632 114,142 Appendage / Sgft OPEN PORCH UNFINISHED / 30 Appendage / Sgft ENCLOSED PORCH FINISHED / 112 Appendage / Sgft GARAGE UNFINISHED / 480 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits of 2 4/6/2011 1:58 PM FL LIC#: CGC57075 WINDOW PROS Off' DAYTONA 1440 NORTH NOVA ROAD PRONE: (386) 675-6966 DAYTONA BEACH9 FL 32117 FAX: (386) 675-6971 Buyer(s) c 2 d c" 0, V-v (Z U 5 GIg of ) L Date ! t I Address ty lL' City n" State Zip Z 7I Home Phone LOCH - tLl(0 S Work Phone b 3 WINDOW PROS OF DAYTONA hereinafter referred to as Contractor), agrees to see and Buyer (which means Buyer and all Co -Buyers who must sign below jointly and severally) agree(s) to buy the following goods and services, which are to be furnished or used in the modernization, rehabilitation, repair, alteration or improvement of the real property located at Buyer's address given above. PRICE: 9 1. Total Investment 1 1 2. Initial Investment $ rq 3. Additional Investment upon expedition 4. Unpaid Balance Due upon Completion ODD T 5. Unpaid Balance To Be Financed o c) OWNER( S) agree to pay this balance in Full to the Installation Mechanics on the day of Installation. In the event of minor defects, a lost or damaged screen, or glass insert, etc., the owner(s) may withhold 5% of this balance until such defects or omissions are corrected. Sold goods o Include: MATERIAL & LABOR MATERIAL ONLY Color of Capping: tc CAPPINGa Window exterior frames covered in coil stock material to reduce or eliminate maintenance. INITIAL BLOCKS Material and labor will be furnished in accordance to the Specification ONLY as listed in this contract. The Contractor is not responsible for any interior or exterior painting and/or staining unless otherwise specified in the terms of this contract. The Contractor may rescind this contract for any reason within 60 days. BUYER IS RESPONSIBLE FOR OBTAINING ANY AND ALL BUILDING PERMITS REQUIRED FOR THE COMPLETION OF THIS JOB. Customer' s Right of CUSTOMER MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS Cancellation: DAY AFTER THE DATE OF THIS CONTRACT. SEE THE ATTACHED NOTICE OF CANCELLATION FORM IN DUPLICATE FOR AN EXPLANATION OF THIS RIGHT. CUSTOMER HEREBY ACKNOWLEDGES THAT THEY RECEIVED DUPLICATE COMPLETED NOTICE OF CANCELLATION FORMS AT THE TIME CONTRACT WAS SIGNED, TO CANCEL THIS TRANSACTION, MAIL OR DELIVER SIGNED AND DATED COPY OF THIS CANCELLATION OR WRITTEN NOTICE, OR SEND A TELEGRAM TO WINDOW PROS OF DAYTONA AT 1440 NORTH NOVA ROAD, DAYTONA BEACH, FL 32117 CONTRACTOR: BUYE : IDate - t By Date - _ Date WHITE: OFFICE COPY CANARY: CUSTOMER COPY PINK: CUSTOMER COPY WIN. LOCATION SIZE STYLE GRIDS SC CAP HINGE GLASS COLOR OTHER 3 f08 09 3L9 a Y% Off" 144 6-- J1 w- old z Rm, w/f 64 tv/ top THIS CONTRACT INCLUDES REMOVAL OF THE FOLLOWING WINDOW TYPES: HAUL AWAY OLD WINDOWS STEEL ALUMINU OD STORMS YES NO HOUSE CONSTR FRAME/ MASONRY SIDING ASBESTOS MOBILE OTHER ICK SHINGLE HOME EXPLAIN BEST TIME TO CALL EXTRA WORK OR SPECIAL INSTRUCTIONS Florida Building Code OFFICE_ Vg,' w g M"" NYs`' 0.4; r-., •• f Qa 73 c4' 0.7.. I k >i+•"S4S« 33' a,-•. ' `r4; . z> . ifc . .l4 rS z v:,.~.. Y'J.::, r F' • -~'•, y..->...,:- v ~ 5 bmit Surcharge stats & Facts Publications FBC Staff BCIS Site Map Links Search BCISHomelagInUserRegistrationHotTopicsuProduct Approval USER: Public User PtJY Product AOoroval Menu > Product Or AODI ca[Ion Search > Application List M Refine Search r,;: ••,:. Search Criteria 2007FL# CodeVersionALL Regency Plus Incorporated, r': _• IA Iication T e ALL PP yP Product Manufacturer ALL r_ .eve ALL Category Subcategory Compliance Method ALL Iication Status ALL ALL Quality Assurance Entity Contract Expired ALL t<, a .;:._ • t:<P - c="s ,' r- r`. "=9''rr Quality Assurance Entity Model, Number or Name ALL Product Description ALL Product Approved for use in HVHZ roved for use outside HVHZ ALL ALL Y ImpactResistantes Design Pressure lq her ALL rsearch Results - Applications Status FL; F IFL11409New Regency plus Incorporated Rene ].Quiroga, PE 407 681- 6595 Category: Windows Subcategory: Fixed Regency PlusIncorporated Rene ].Quiroga, PE IEL1Ill 1 New Category: Windows 407) 681- 6595 Subcategory: Horizontal Slider Rene ]. Quiroga, PE FL11412 New Regency plus Windows orated Category: 407) 681- 6595 Subcategory: Single Hung Rene ]. Quiroga, PE FL11413 New Regency Plus Incorporated 407) 681-6595 Category: Windows Subcategory: Double Hung Rene 3.Quiroga, PE FL11477 New Regency plus Incorporated 407) 681-6595 Category: Windows Subcatego : Fixed Charles A. Pagen, P. E., Ph. D. FL1t479 New Regency PI Wlndowsorated g41) 473-9331 Category: FL11582 Subcategory: Mullions PlusIncorporated Rene ]. Qulroga, PE New Regency Category: Windows 407) 681-6595 Subcategory: Mullions Charles A. Pagen, P. E., Ph. D. FL11660 New Regency PlusIncorporated Category: Windows 941) 473-9331 Casement nrA Admlmstration Department of Community Affairs Florida Building Code Online Codes and Standards .{ 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487- 1824, Fax (850) 414- 8436 2000-2005 The State of Florida. All rights reserved. roovrioh an? scla mer' Product Approval Accepts: v.s:aa` i 8o bby • proved http://www.floridabuilding-org/pr/ pr_ app-1st•aspx 12/16/2001 larcel: 36-19-30-506-0000-0800 Building #: 1 of 1 Page #1 of 1 Vir # k PERW OFFICE I b O 37 c" 6 35 Sketch by .Apex K&adhaTM BASE 1553 sf 29 12 5 36aN9 y OPU 6 J ` S 6 c, 30 sf 14 36X 3 3S7 O'sY Code Description T Sq. Ft. I Cap Year OPU OPEN PORCH UNFINISHED 30 1951 EPF ENCLOSED PORCH FINISHED 112 1951 j GRU GARAGE UNFINISHED 480 1951 BASE BASE AREA 1553 + 1951 9 EPF 14 112 sf 8 GRU 480 sf 20 24 NOTICE OF PRODUCT CERTIFICATION p iT 14 t y CFMEN CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: I'1IQ06I36=R3 os/a2/os Structural Rerency Plus R 750-1 11/05/2008 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. OFFICE The product described below is approved for listing in the Directory of Certified Products at www.NAMICerd ication.com Please review, and advise NAMI immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS I PRODUCT DESCRIPTION Regency Plus, Inc. 1024 Locust Gap Highway Mount Carmel, PA 17961 Model QOTech 2000" Double Bung Vinyl Prime Window Configuration: X/X Glazing: IG-1/8" Tempered Glass STP PSF Frame: W45" Sash: W41" Pos+60.0 H-65" H-3'0 It Neg-60.0 SPECIFICATION PRODUCT RATING ANSUAAMA/NWWDA 101/I.S.2-97 H-LC40 ASTM F588-97 FER-Level 10 PassedGlassCompliestoASTME1300-04e1 Product Tested By: National Certified Testing LaboratoriesReportNo: NCTL-210-2661-1 (Structurat/FER) Expiration Date: December 31 2010 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 11870 Merchants Walk Suite 202 Newport News, VA 23606 TEL: (757) 594-8658 FAX: (757) 594-8659 GENERAL NOTES: REGENCY PLUS, INC. SERIES2000 NON47UPACTDUUBlEMWG HTVDOW NSTALL,4TTONANCH0R4GE DETAILS INSTALLATION NOTE6• 1. THE PRODUCTANCHORAGE SHOWN HERON IS DESIGNED TO COMPLY WITH THE 2007 FLORIDA BUWM CODE (FBC). LONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ATTHE DESIGN PRESSURES STATED HEREIN. ANCHOR LOCATION SHOWN. 2 THE PRODUCT MAU CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT # NCT4210.2651-1 DATED 121 M1. AND ASSOCIATED LABORATORY STAMPED DRAWINGS. THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE To THE STANDARDS LISTED IN THE 2W7 FLORIDA BUILDING CODE FBC)AND IS IN COMPLIANCE WITH SAM STANDARDS. 9. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY AND ZX FRAMING AS MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHNTECTOFRECORD. 4.1XAND 2X BUM (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD. 5. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BYA LICENSED ENGINEER OR REGISTERED ARCHITECT: THIS PRODUCT REQUIRES THE USE ON AN F13C HVHTZ APPROVEDIMPACTPROTECTIVESYSTEM. 7. WINDOW FRAME MATERIAL- VINYL. N.OA #07-10115M B. GLASS MEETS THE REQUIRENENTS OFASTM El300. SEE SHEET S FOR GLAZING DETAIL 9. DESIGNATIONS 9CAND,OW STAND FORTHE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL 10. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) SHOWN HEREIN. WIND LOAD DURATION FACTOR (Cd = 1.6) HAS BEEN USED FOR WOOD ANCHOR DESIGN. DESIGN PRESSURE pATING (PSF) s40A 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. D SHM AS IRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SH M(S} MA%IMUMM ALLOWABLE SHIM SUE IS I/4 INCH. SHIM WHERE SPACE OF IHB INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER 4. FOR INSTALLATION INTO WOOD FRAMING. USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 112INCH MINIMUM EMBEDMENT. 5. FOR INSTALLATION THROUGH 1X BUCK70 CONCRETE / MASONRY. OR DIRECTLY INTO CONCRETE/ MASONRY. USE 3fl6INCH ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT MINIMUM EDGE DISTANCE IS 2 8/H INCHES. 6. INSTALLATION ANCHORS ARETO BE LOCATED THROUGH PERIMETER OF NAILING FIN WHEN APPLICABLE. 7. ALTERNATE CONCRETE/MASONRYAVOOD INSTALLATION ANCHORS OF EpUNALENTPERPDRMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. I. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO. FOAM. BRICK VENEER, AND SIOINM 9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. I& FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK 11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MWMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER 12 INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD- MINIMUM SPECIFIC GRAVITY OF 0.42 B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3192 Pd C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER} TAX. WIDTH 53' 6' MAX FROM 1. A CORNERS TYP. I rr TABLE OF CONTENTS SW REV. SHEET DESCRIPTION I GENERA.. INSTALLATION NOTES. ELEVATION & ANCHOR LAYOUT 2 CONCRETE SECTIONS 3 WOOD SECTIONS & GLAZING DETAIL INSTALLATION ANCHOR INSTALLATION ANCHOR 3/16' OUL RW TAPCON CONCRETE OR MASONRY BY ORiFRS 1 1/4" MIN. TEEMBEDMENTP I ONE BY WOOD BUCK BY OTHERS SHIM AS REO'D. INTERIOR SILL STOOL BY OTHERS 2 5/6' MIN. EDGE DISTANCE ISOLATION MATERIAL BEIWEEN WOOD BUCK h MASONRY OPENING BY OTHERS ISOLATION MATERIAL BETW@N RANGE 8 WOOD BUCK EXTERIOR FINISH BY Of}1ETiS r 1/SPACE4' SHDAMAX. N ERULIETFR CAULK BY OTHERS EMBEDMENT p Q L— 1/4' SHIM a . a SPACE MAX PRE -CAST SILL ISOLATION MATERIAL BY OTHERS BEHIND WINDOW FLANGE INSTALLATION ANCHOR 3/16- DIA, ITW TAPCON 2 5/6" MIN. EDGE ONSTA7CE SECTION A -A ter— WINDOW WIDTH — i/4' SHIM SPACE MAX. ONE BY WOOD SUCK BY OTHER5 SHIM AS REO'D. — EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS SECTION B-B 1 1/4' MIN. EMBEDMENT CONCRETE OR MASONRY BY OTHERS ILLATION ANCHOR Q 3/16' DHA. HTW TAPCON 2 5/9- MIN. EDGE DISTANCE d ISOLATION MATERIAL BETWEEN WOOD BUCK h MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS ISOLATION MATERIAL BETWEEN FLANGE WOOD BUCK T. - mmo l 7/8' MIN. EDGE DISTANCE INSTALLATION ANCHOR #12 WOOD SCREW 1-1/2` MIN. EMBEDMENT WDOD FRAME J BY OTHERS SHIM AS REWD. — INTERIOR SHIM AS REO'D. WOOD FRAME BY OTHERS f 1-1/2' Mlle. BAEDMENT INSTALLATION ANCHOR #12 WOOD SCREW SHEATHING f— WINDOW WIDTH — BY OTHERS EXTERIOR FINISH BY OTHERS i/4' SHIM ACE MAX. SHIM AS REQ D. 1/r SHIM r SPACE MAX. CAULK BY OTHERS 1 X HIMSPACESMAX. EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 7/ 8" MIN. EDGE DISTANCE 1 1/2' MN. EMBEDMENT INSTALLATION ANCHOR / 12 71W MIN. WOOD SCREW EDGE DISTANCE EXTERIOR WOOD FRAME BY OTHERS PERIMETER CAULK BY OTHERS EXTERIOR FINISH DY OTHERS SECTION B—B OW 7/8' O.A. WSUtATED MUSS CONSISONO OR 1/ B' TOVERED GLASS, 5/ 8' AIR SPACE 1/ 8' TEMPERED GLASS GLAZING DETAIL P E R M i T OFFICE NOTICE OF PRODUCT CERTIFICATION CSRi1F7rCq M1 ACC$g fT4h,9 \ N CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI006137-R3 68/02/05 Structural Regency Plus R-750-1 11/05/2008 The' Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the Directory of Certified Products at www.NA 92Kr fication.com. Please review, and advise NAMI immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Regency Plus, Inc. Model G12000" Horizontal Sliding 1024 Locust Gap Highway Vinyl Prime Window Mount Carmel, PA 17961 Configuration: XOX Glazing: 1/8"Tempered Glass STP PSF Frame: W43" Panel: W-3'0" Pos+60.0 H-513" H-510 " Neg-60.0 SPECIFICATION ' PRODUCT RATING ANSUAAMA/NWWDA 101/I.S.2-97 HS-C40 ASTM F588-97 FER-Level 10 Passed Glass Complies to ASTM E1300-04e1 Product Tested By: National Certified Testing LaboratoriesReportNo: NCTL-210-2661-2 (StructuraUFER) Expiration Date: December 31 2010 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 11970 Merchants Walk Suite 202 Newport News, VA 23606 TEL: (757) 594-8658 Ti A \I. I-yr_-n GnA ncan GENERAL NOTES: 1. THE PRODUCTANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE (FBC). REQUIREMENTS AT THE OESION PRESSURES STATED HEREIN. NOT INTENDED FOR USE INSIDE HVHZ ZONES. 2. THE PRODUCYDETAS CONTAINED HERON ARE BASED UPON SIGNED AND SEALED TESTRFPORT0 NCn,210.266l-2 DATED 04MM. AND ASSOCIATED LABORATORY STAMPED DRAWINGS. THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TOTHE STANDARDS LISTEVIN THE 2OD7 FLORIDA 9UIDING CODE FDC) AND IS IN COMPLIANCE WITH SAID STANDARDS. 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRYAND 2X FRAMING AS A MAN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADSTOTHE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4.1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENG0EEF NG ANALYSIS BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 6. THIS PRODUCT REGIMES THE USE ON AN FSC HVPR APPROVED IMPACT PROTECTIVE SYSTEM. 7. WINDOW FRAME MATERIAL: VINYL (N.OA 07-1016.05) GLASS MEETS THE REQUIREMENTS OF ASTM E1300. SERIES 2000 NON -IMPACT HORIZONTAL SLIDER WINDOW INSTALLATION NOTES: D. DESIGNATIONS W AND 9' STAND FOR THE FOLLOWING: OPERABLE PANEL 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH O: FIXED PANEL ANCHOR LOCATION SHOWN. 10. A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) SHOWN THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR HEREIN. WIND LOAD DURATION FACTOR (Cd -1.6) HAS BEEN PRODUCT INSTALLATION. USED FOR WOOD ANCHOR DESIGN. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAX(MIRA ALLOWABLE SHIM SIZE IN 114 INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 4. FOR INSTALLATION INTO WOOD FRAMM USE N2 VNDOO SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11201CH MINIMUM EMBEDMENT. S. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE / MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY, USE 3116INCH ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 114 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 2 SM INCRE& 6. INSTALLATION ANCHORS ARE TO BE LOCATED 'THROUGH PERIMETER OF NAILING FIN WHEN APPLICABLE . 7. ALTERNATE CONCRETEIMASONRYANOOO INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LASTED TO STUCCO. FOAM. BRICK VENEER AND SIDING. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES 2 ELEVATION AND ANCHOR LAYOUT 3 CONCRETE VERTICAL AND HORIZONTAL SECTIONS 6 GLAZING DETAIL 4 WOOD VERTICAL AND 14ORMWAL SECTIONS 9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE CORROSION RESISTANT COATING. 10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE - EDGE OF BLOCK OREDGE OF MORTAR JOINT INTO FACE SHELL OF BLOgL 11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. ANDANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STREPXTIHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. M INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES A. WOOD -MI IMUMSPECIFICGRAVITYOF OA2. B. CONCRETE -MINIM MI COMPRESSNE STRENGTH OF 3102 PIE G MASONRY -STRENGTH CONFORMANCE TOASTMC4)0, GRADE N. TYPE 1 (OR GREATER} DESIGN PRESSURE RATING {NSF) 140D 4 I Tr 13 yr as tN%. ttT a IV wx A r xa_ R»•J tmJ B B 10 ya• as A s/te- uA. rtw vrcoN ya t1wJ Ar ni TAKON A CONCRETE OX dt XO ELEVATION VIEWED FROM EXTERIOR Tr 3 ZVr O.G MAX Vr3 r wx. mv.) C J— 1T D.C. umcm D T i 4- ILM r IU%. nT) -- r UAX tna) (,TP.) C *WAUATON 4111 N WOOD OX do XO ELEVATION 112 n000scom (m) VIEWED FROM EXTERIOR f2fl,' 0.G A r „m crmj M,t as w% Mr.) gNCRETE XOX ELEVATION VIEWED FROM EXTERIOR 14.14' a4 U%. OTv) AANNWM C z.tt000eanvr Er/// L 1f (r c r wx p,rJ WOOD XQX ELEVATION VIEWED FROM EXTERIOR ri INSTALLATION ANC 3/16" DA. RW TAPCON 2 5/e' MIN. EDGE DISTANCE ISOLATION WTEFM ISOLATION MATERIAL BETINW WOOD BUCK A:MASONRY BETWEEN FLANGE h WOW BUCK OPENING BY OTHERS OfTERIOR FINISH BY OTHERS 1 1/4" MN. EMBEDMENT 1/4" SHIM l D SPACE MAX. CONCRETE OR MASONRY BY OTHERS ONE BY WOOD BUCK BY OTHERS SHIM AS REO"D. mNDOW PERIMETER HEIGHT CAUL)cOTHERS SEE GLAZING DETAIL THIS SHEET SILL STOOL BY OTHERS 1 1/4' MN. EMBEDMENT V G 4- SIM SPACE MAX. INSTALLATION ANCHOR 3/16" DLL RW TAPCON PRE -CAST S61 BY OTHERS CAULK BEHIND WINDOW FLANGE Y 5/6" MIN. EDGE DISTANCE W/ VULKEM 116 ADHESIVE CAULK OR SCFNIEE MOREHEAD SECTION SMWOO ADHESIVE SEALANT A -A 1 1/4" MIN. EMBEDMENT ONE BY WOOD DUCK BY OTHERS SHIM AS REID.-1 EXTERIOR EXTERIOR FINISH J BY OTHERS WINDOW WIDTH —+ SECTION 8-8 CONCRETE OR MASONRY BY OTHERS ISOLATION MATERAI WOOD BUCK a MASONRY OPENING BY OTHERS INSTALLATION ANCHOR 3/16' CIA. I1W TAPCON a F t 2 5/I" MIN. EDGE DISTANCE t lc:l. TION MATERIAL, BEATEEN FTAUJGE h WOOD BUCK 1/4' SHIM SPACE MAX. 7/G" O.A. INSULATED GLASS CONSISTING OF: 1/6' TEWMM MASS. 6' AM SPACE. 1/6' 717JPFRED MASS n I i `f fI I'LLiI H—( p R, 7/a' M*L EDGE DISTANCE INSTALLATION ANCHOR EXTERIOR FIMSH 1 1/2• MN. EMBEDMENT 12 WOOD SCREW (BY OTHERS SHIM AS REu'o. 1 1/2• MIN. SHEATHING FJ1/ m BY OTHERS WMOOW FRAME _ JAMB PERIMETER CAULK 1/4• SHIMUYOTHERS SPACE MAX. WOW pCfERFOR uy PERIMETERBYRSHIM AS REo'D_ WINDOW WINDOWFRiAD II II II II EIGHT r— WNDOW WIDTHHEw I SECTION D—D ITrtil EXTERIOR FINIS J/ J BY OTHERS W D SHEATHING BY OTHERS NSTALLAnom ANCHOR 7/8• MN. EDGE DISANCE 12 WOOD SCREW SECTION C—C WOOD FRAME BY OTHERS INSTALLATION ANCHOR 12 WOOD SCREW (TYP•) 7/ e• MN. EDGE DISTANCE SHEATHM BY OTHERS EXTERIOR FINISH BY onus 1/ 4- SHIM SPACE MAX. S II1113Ulu 11111111111411Np11l11111 IN111111111111 j THIS IN TRUMENT P EPARED BY: Name:` tvtd / rN a NARYAME NORSf, CLERK OF CIRCUIT COURT Addcess, 4emu :9- red SENINOLE COiIIMY State of Florid 03561 Rg i11b3; tlpgl CLERKII S #t 2013043150 RECORDED 04/2512NII 030WES PN NOTICE OF COMMENCEMEIIVING FEES 10.0 RECORDED BY T Saith Permit Number Parcel ID Number (PID) 36 - ) q — 30 S l6 — CCOU ~ 00,90 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address if available) 0- 01-< trter:-A Sa, ^ 4,--., f4& i96 P4 /, 3 16 1W9 . S -R41 "4 11,47111-4 Imo! 3 27.7 i GENERAL DESCRIPTION OF IMPROVEMENT OWNER INFORMATION Name and address: Name and address of Fee Simple Title Holder (if other than owner) to Ild CONTRACTOR Name and address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name and address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713. 13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement: The expiration date is 1 year from date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. l S ATE 11 MF COUNTYOFGt il GIG! r , WNER SIGNATURE OWNERS PRINTED NAME NOTE: Per Florida Statute 713.13(1) (9), owner must sign...... and no one else may be permitted to sign in his or her stead." The foregoing instrument was acknowledged before me this _ day of 146r, 12011 by CA l u4- k dcr ycS c 4 A-k Who is personally known to me Name of person making statement OR who has produced identification type of identification produced - VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES. UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE ARE TRUE TO THS B3E9%OF MYJMWLEDGE AN"FLIEF., I_ n SIGNATUR OF TURAL IIE17SON SIGNING ABOVE P.,°o C. J. BEAN MY COMMISSION # DO 921284 te!WMES: August 31, 2013 OF F`.V Bonded Thru Budget Notary Services IAPR 2 5 =