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3160 Retreat View Cir - BR09-000439 (NEW SFR) DOCUMENTS (2)CITY OF SANFORb PERMIT APPLICATION Application # 0 — 4/ t Submittal Date: Job Address: 6/i /,i Value of Work:$ I' ParcellD: 32-19-30-5RW-0000— 6070 Zoning: Historic District: No/ Description of Work:/t }GIC 1.1 A Square Footage: SI Permit Type: Building IN Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service - ## of AMPS cv2-0e Addition/AIteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Lavout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets. :3 Plumbing Repair -Residential Commercial Occupancy Type: Residential lel Commercial Industrial Occupancy Use Group(s): Construction Type: df Fe— # of Stories: 2 # of Dwelling Units: 1 Flood Zone: (FEMA form required ) Property Owner: Tousa Homes dba Engle Homes Address: 11315 Corporate Blvd. , #250 Orlando, FL 32817 Phonc407=249-3500 E-mail: Bonding Company: N/A Address: Contractor: William Colby Franks Address: 11301 Corporate Blvd. , #303 Orlando, FL 32817 Phone407-249-35M License Number: CGC1507971 Mortgage Lender: N/A Address: Architect/Engineer: Residential Design Services Phone407-246-1080 Address:;3301 Bartlett Blvd., Orlando.. 32811 Fax: 407-246-0094 Plan Review Contact Person: Valerie &441C-- Phone:407-249-3690 313-2142 E-mail: Via,0 -tex- 0 r. e 11( 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 s 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 notiR, the owner of the p pe , of e 417 of Florida Lien Law, FS 713. 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 APPROVALS: ZONING= DAUTIL: FD: Wi Print C ntractor/Agent's ame rhIXA( Signature otary-State of Florida bate 8. Kimberly KaminerwCommission # DD425691ExpiresMay42009rFFti9o"Old Troy faln • In.,., ce, Inc. 0.i95 7018Contractor/Agent is Personally Known to Me or Produced ID ENG: BLDG: SpeCial Conditions: Rev 07.07 w s - 30 a5` COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 08100005 DATE: December 09, 2008 BUILDING APPLICATION #: 08-10000514 BUILDING PERMIT NUMBER: 08-10000514 UNIT ADDRESS: RETREAT VIEW CIR. 3160 32-19-30-5RW-0000-0070 TRAFFIC ZONE:022 ' JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TOUSA HOMES/_ENGLE HOMES ORL ADDRESS: 11315 CORPORATE BLVD. #256 ORLANDO FL 32817 LAND USE: TOWN HOME UNIT TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3160 RETREAT VIEW CIR. / 1 TOWNHOME UNIT 7------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL .DUE TYPE DIST . SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* .00 1.000• dwl unit 00 FIRE RESCUEN/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00 PARKS N/AN/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT \/ /finRECEIVEDBY: / Q 2V',-e- I-Lt-rre-i SIGNATURE: PLEASE PRINT NAME) DATE: In I© a NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERRMMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR FROMyTHE+PLANyIMPLEMENTATIONLOFFICE:11101 EASTyFIRSTvSTREET,yLL SANFORD FL, 32771; ,407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. I fast le Ili If ail If all of III II III II III It Ill 1I1 Ill Ili Ill Il Ill 11811 THIS INSTRUMENT PREPARED BY: NAME Valerie Furrer/Engle Homes/Orlando, Inc. MARW INNEi' MUH:aEi CLERK UIF CIRCUIT GUUE(T ADDR. 11315 Corporate Blvd., 250 SEMINOLE CUUNTW Orlando, FL 32817 BK 0Y1W Pq 0096; (1pA) NOTICE OF COA NCEME RK I fi Rri;i lli>l U lf!(1Rt:0(t9 fii 2l t:ati1 i hlSTATEOFFLORIDA RECC1E2lllIVl; E^'E E:a ail, tl lCOUNTYOFSEMINOLE I COE iJEb i.{Y L McKinley TAX FOLIO N0: 32-19-30-5RW-0000-0130 PERNM NO. The UNDERSIGNED hereby gives notice that improvement(s) will be made to certain and real property, and in accordance with Chapter 71.3, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property (legal description and street address) Retreat at Twin Lakes keplat, Sec -32, Twsp-19, Rge-30, PB -69, Pages 14-20, Lot # 13 — 3060 Retreat View Circle in Seminole County General description of improvement(s) Single Family Residence Attached t'LR i tFl Eil (1P° Owner information i -,,1A '1`ANNE MORSE Name and Address Engle Homes./Or landoInc. 11315 Corporate Blvd. 250 Orlando FL 32817 CLER, Ki OF CIRCUIT COURT Telephone and Fax Number 407-281-4480 FLORIDA Interest in Property Fee Simple Fee Simple Title Bolder (if other than owner) ®i YY CLCRIf Name and Address Telephone and Fax Number Contractor `O Name and Address Engle Homes/Orlando Inc 11315 Corporate Blvd 250 Orlando FL 32817 Telephone and Fax Number 407-281-4480 Surety (if any) Name and Address N/A Telephone and Fax Number Amount of bond $ Lender (if any) Name and Address N/A Telephone and Fax Number Persons within the State of Florida designated by owner upon whom notice or other documents may _be servedas provided by Section 713.13(1)(a)7, Florida Statutes. Name and Address Engle Homes/Orlando Inc 11315 Corporate Blvd 250 Orlando FL 32817 Telephone and Fax Number 407-281-4480 In addition to himself or herself, Owner designates the following to receive a copy of Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address Telephone and Fax Number Expiration date of Notice of Commencement (the expiration date is one 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 INYOUR 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 TEND TO i T#IN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR C RD Ydu NOTICE OF COMMENCEMENT. j William Colby Franks Si katuk of Owner or Owner's Authorized Officer/Director/Partner/Manager Print Name The foregoing instrument was acknowledged before me this day of November.--.- 2008 by William Colby Franks (name of person acknowledged), o is personally known to or who has produced (type of identification) as identification and who i i no Tfe- an oath. Irl_ -r, /`' "'Y"'VAIPPIPI PIIRPPP Valerie L. Furrer Notary Public Signature °.: : Commission DD 688238 No ry Public Name (printed) Expires May 25, 2011 My commission expires 38s7otea Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I decl re that I have sad t regoing and that the facts stated in it are true to the best of my knowledge and belief i IN Signature of Natural Person Signing Above i I Ener Gau e® 4.5FORM„ 600A -2004R 9Y 9 FLORIDA ENERGY EFFICIENCY CODE' FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: TMnLakesTownHomesUnitA Builder: ENGLE HOMES Address: teo off . ` (1 Permitting Office: City, State: 6 Permit Number: Owner: ( - Jurisdiction Number: Climate Zone: Central 1. New construction or existing New 2. Single family of multi -family Multi -family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 3 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft) 1415 ftZ 7. Glass type I and area: (Label regd. by 13-104.4.5 if not default) a. U -factor: Description Area or Single or Double DEFAULT) 7a. (Sngle Default) 220.0 ft' b. SHGC: or Clear or Tint DEFAULT) 7b. Clear) 220.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 0.0(p) ft b. Raised Wood, Adjacent R=11.0, 299.0W _ c. N/A 9. Wall types a. Frame, Wood, Exterior R=11.0, 620.0 ftZ _ b. Concrete, Int Insul, Exterior R=5.0, 607.0 ft' c. Frame, Wood, Adjacent R=11.0, 284.0 ft' _ d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 918.0 ftZ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 129.0 ft b. N/A 12. Cooling systems a. Central Unit Cap: 35.5 kBtu/hr _ SEER: 14.00 b. N/A PERMIT #' DAlr./ A 13. Heating systems a. Electric Heat Pump Cap: 35.5 kBtu/hr HSPF: 8.20 b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR -Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF -Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT -Programmable Thermostat, MZ -C -Multizone cooling, MZ -H -Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 19774 PASSTotalbasepoints: 20239 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGEN DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.5) Cap: 50.0 gallons _ EF: 0.90 y0 4 TFiE S74l O. n Vr QQD WE 1" 30' GRAPHIC SCALE 0 15 30 PLOP PLAN DESCRIPTION: (AS FURNISHED) LOTS 7-12, RETREAT AT TWIN LAKES REPLAT AS RECORDED IN PLAT BOOK 67, PAGES 84-9.0 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 99.66' OREGON AVENUE 57.24' S89'43'21 "E S8750'15"E W r 14 w I 10.5' II LL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA 1: CO w 18 Q M m a COVERE PATIO O Ln Lr) 1 _ O W I WN+.. U O00-0 15' UTILITY M 0 EASEMENT - y° Z c F.E.M.A. AGENT FOR VERIFICATION. " W r PERMIT # IST FOR CONSTRUCTION. Z LL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA 1: URNISHED-BY CLIENT AND IS FOR INFORMATIONAL PURPOSES 18.3- 8.3' COVEREDI NLY. THIS IS NOT A SURVEY n COVERED THIS IS A PLOT PLAN ONLY 10.0' I Wla1 UNIT A n n I WN+.. U THE SUBJECT PROPERTY APPEARS TO. LIE, IN ZONE 15' UTILITY Q I EASEMENT - PREPARED FOR: F5 ENGLE HOMES- Z I ------ - 9 EAST REGION I i 1 10' WALLI EASEMENT. . 7 i__ LOT_ 8 _r_ LOT_ 9 _+_ LOT _1 00 n n m I I II 25' PLATTED SETBACK LINE _ UPPUP I } UP— UNIT A i UNIT D PROPOSED FINISH COVERED I ELEVAI LLENTRY 17.0' COVERED t ENTRY 1. ELEVATIONS SHOWN ARE FROM LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CENTERLINE OF ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF RIGHT OF WAY HE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION PERMIT # IST FOR CONSTRUCTION. Tr9416. LL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA 3.' URNISHED-BY CLIENT AND IS FOR INFORMATIONAL PURPOSES 18.3- 8.3' COVEREDI NLY. THIS IS NOT A SURVEY n COVERED THIS IS A PLOT PLAN ONLY PATIO I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL UNIT A n n NO. 1202940065 F DATED 09/28/07 AND FOUND'"' COVERED THE SUBJECT PROPERTY APPEARS TO. LIE, IN ZONE ENTRY \ 15..Y X, AREA OUTSIDE 100 YEAR FLOOD PLANE. THE t, SURVEYOR MAKES, NO GUARANTEES ASITO THE y° ABOVE INFORMATION.PLEASE CONTACT THE LOCAL OFFICIAL F.E.M.A. AGENT FOR VERIFICATION. " PROPOSED DRAINAGE FLOW RI GS S OWN R O A BASE LANNED.DEVELOPMENTPLANK ON THE WESTERLY LINE OF LOT 7 CONCRETE BEING NOD'05'30"E, PER PLAT. E= F:;,* oIf N`r-J FIELD DATE:) REVISED:- S'U RV ENYit G SCALE: i" = 30 FEET PSM MAPPING INC_ 9GNFD/ Sun PLOT PLM 11-6-MJl APPROVED BY: SJ - " LICENSED BUSINESS - PC DENOTESPOINT OF CURVATURE SENT NEW COPY i0-15-08 JAL AERTIFlCATION OF AUTHORIZATION NUMBER LB//6393 JOB NO. V8000289 LOTS 7-12 PLOT PLAN 3-30-07 DLC 1030 N. ORLANDO AVE, SUITE B WINTER PARK, FLORIDA 32789 PERMANENT REFERENCE MONUMENT REVM PLOT PLAN 12-19-05 D10 407) 426-7979 DRAWN BY: PMWARY PLOT PLM I0 -10-M X WWW.AMERICANSURVEYINGANDMAPPING.COM 14.3' PATIO ! I PATIO UNIT C I UNIT C HOMES R I 18:85 I COVERED LOT 11 LOT 12 1---------- d II N n 3'43'21 "IN N87'50'15"W 97.90'— — ---57.68'_— RETREAT VIEW CIRCLE TRACT E LEGEND f 1 Y1 PERMIT # MLW Tr9416. U 3.' z N 18.3- 8.3' COVEREDICOVERED I n COVERED PATIO PATIO I UNIT C II UNIT A n n II COVERED i COVERED ENTRY 7.0' ! ENTRY \ 15..Y 3'43'21 "IN N87'50'15"W 97.90'— — ---57.68'_— RETREAT VIEW CIRCLE TRACT E LEGEND f 1 Y1 PER CLIENT THE CITY HAS APPROVED A VARIANCE FOR THE PATIOS IN THE REAR OF THE BUILDING. PERMIT # MLW Tr9416. 10.0' z N f A 04F F 00 op Lo PCC b 10.0' Q PER CLIENT THE CITY HAS APPROVED A VARIANCE FOR THE PATIOS IN THE REAR OF THE BUILDING. BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINE RIGHT OF WAY UNER PCC POINT OF COMPOUND CURVATUREXPROPOSEDELEVATIONPOCPOINTONCURVE OR OFFICIAL PROPOSED DRAINAGE FLOW PD LANNED.DEVELOPMENTPLANK CONCRETE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH PSM PROFESSIONAL SURVEYOR & MAPPER. C.B. . DENOTES CHORD BEARING. LB LICENSED BUSINESS - PC DENOTESPOINT OF CURVATURE LS LICENSED. SURVEYOR PI DENOTES, POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT PT ' DENOTES POINT OF TANGENCY P) PER. PLAT - TYP TYPICAL M). MEASURED A/C AIR CONDITIONER CALC). CALCULATED CBW CONCRETE BLOCK WALL FND FOUND RP - RADIUS .POINT C/W CONCRETE WALK R RADIUSCONCRETE SLAB BUILDING POSITIONED PER LAYOUT DRAWING PROVIDED BY CLIENT. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, Fes` "<iL ITuN °.OF RECORD WHICH MAY AFF t 7w Tvi_!Es'QR u --,E: OF THE LAND NO UN!,-ERCROUND IMPROVEWEN jS, HAVE BEEN LOC{ ED.EXCEPT AS SHOWN. NOT .'AUS WTHOL'T -THEz SIGUATURE UD"HEORIGINAL RAI,ED SE:OL CVA FLORIDA UCENSED vURVEYOR AND MAPPEn, 5 SIDEWALK CP - CONCRETE PAD CS CHORD LENGTH FOR - PEI PLAT BOOK OR/ WRB RIGHT -AF -WAY / 1 // I THE PGS PAGES NG NATURAL GRADE ORB OFFICIAL RECORDS BOOK d/ - FIRM UP UTILITY PAD -DATESq. FT. SQUARE FEET DAVID M. DeFILIPPO PSM#5038 3" bath duc{ to roof cap42X42A/C SLAB 1 BY BLDR MIN w/fan 2' OM WALL Nutone 696R saasv aoo am.r !ao 8x601wed num dy-A&T ROOM 3" bath duct to roof cap w/fan e a 1,8 _ Nutone 696RNB B 14x8 lwcd j9 ° a" ° to dryer duct B to roof ca14xwwcdloxtw p 12x12 lwcd T W VOL cas 3 190 15 w/dryer vent box 320 4" ir 2 7 `SRA 1 M lox we 8" 10 4 0 125 w+cae no !U! 4 14" 4 I 4" ' a 0 6" 9 B. 4" 81 4r 5 5L i ' x1 ae ng II a 4DOII . 12x ag I x lox 1w r 6 8 pIm. r, .W as c 8© r1Dx6 1w908 3.0 ;ON W/10KW 0240V 1PH 11 8x13 plen platform by nraaxer bidr • r esu Transfer ducts/grills sized In com ilonce scale •1/8"=1'0" with Florida Residential Building C de- i M1602.4 Bolanced return air (exc tions Pn: wcY -------------- e w. x To au seaw. Builder must provide unrestricted undercut on doors to habitable FR LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 51 IF, I hereby name and appoint: Valerie Furrer an agent of. Engle Homes Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): E All permits and applications submitted by this contractor. C The specific permit and application for work located at: 3160 ,area `- . LJlcw Ur,— Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: William Colbv Franks State License Number: CGC1507.971 Signature of License Holder: I/ V V STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me thisj'day of'/"Lt_ 200 , by WILLIAM COLBY FRANKS who is x personably known to me or o who has produced as identification and who did (did not) take an oath. Pigmnatur Notary Seal) Kimberly Kaminer Print or type name n PGG Kimberly 6Caminer w :Commission # DD425691 Notary Public - State of F l o r i d aExpiresMay4, 2009 OF F1 BondadTroyFan-tnsurance,Irrc.80038`r7018 Commission NO. My Commission Expires: Rev. 3/27/07) PLan Review Correction Letter a P Denman, Richard From: Denman, Richard Sent: Wednesday, December 03, 2008 3:17 PM To: 'vfurrer@englehomes.com' Cc: Denman, Richard Subject: Primary Correction letter #2(Richard)) Attachments: image001.jpg City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Page 1 of 2 ' Date: December 3, 2008 Contact Person: Valerie Furrer Contact Phone Number: 407-249-3500 Contact Fax Number: 407-313-2142 Contact E-mail Address: vfurrer@englehomes.com Permit Application Number: 09-432,433,436,437,438,439 Project Description: Building #2 Residential units Job Address: Retreat View Circle. The following is a list of the areas of the submitted plans that contained deficiencies in the required information. The deficiencies noted must be addressed before the construction documents and Permit Application can be processed. Changes to construction documents shall be submitted on the same size format as the original submittal. Changes to construction documents that require a Florida Licensed Design Professional's seal and signature must be submitted with the appropriate seal and signature. ARCHITECTURAL A-1 Clarify which roofing material will be installed. Tile or shingle, plans are in conflict. STRUCTURAL S-1 Provide Manufacturer's installation instructions and Florida Product Approval documentation for Lock Dry" aluminum decking S-2 Provide Manufacturer's installation instructions and Florida Product Approval documentation for the aluminum railing at each balcony S-3 Provide Manufacturer's installation instructions and Florida Product Approval documentation for all windows and sliding glass doors Any error or omission in this construction document review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. 12/3/2008 PLan Review Correction Letter v Page 2 of 2 Please direct any questions you may have to Richard Denman at (407) 688-5150. You may also contact me by e-mail at " denmanrge sanfordfl_gov ". Respectively, Richard R. Denman Building Inspector / Plans Examiner 12/3/2008 i i Denman, Richard From: System Administrator To: Denman, Richard Sent: Wednesday, December 03, 2008 3:17 PM Subject: Delivered: Primary Correction letter #2(Richard)) Your message To: 'vfurrer@englehomes.com' Cc: Denman, Richard Subject: Primary Correction letter #2(Richard)) Sent: 12/3/2008 3:17 PM was delivered to the following recipient(s): Denman, Richard on 12/3/2008 3:17 PM 1 I `i hp LaserJet 3015 HP LASERJET FAX Dec -3-2008 3:35PM Fax Call Report Job Date Time Type 328 12/ 3/2008 3:33:47PM Send Identification Duration Pages Result 94073132142 1:10 3 OK DOCD 1.0v COUD Ntim NT 00LD mm WN U7 r-1 N r-1 PERMIT # DATE: CONCRETE l72 CAULK BETWEEN I*Ckirrw:n m.po ii &iw t--irgkbomednroo. uofsIo eowmenx oro1. UNE BY WOOD CANONRY pDENWG CAUL BUCK ip1D"1Bv"'0Oa'c,e s.mi`"nd.Aa+,Yuc+.+d omeacl octe..einnoe,pn BUCK 8Y OTHERS VOODoW.cwamac^i^a nro I-d.0M :ot+eoorrcn: &-iAXICoxsecbni?ycc BY OTHERS MAS'Y. OPENING cno o9eMW a§. oolax epu 7oY.cD sed p.mdw»a ane cW zealom pxa as NOTE 6 & 7I BY OTHERS fins rdmcuuuo wo r ease, esocsbe suhded. CAULK BETWEEN B.W. WINDOW FLANGE .( BUCK WFDTH) Eri9EA1Elf7 WOOD BUCK 1-1/4' MEN. ONE BY WOOD INSTALLATION ANCHOR a o a EMBEDMENT .BUCK BY OTHERS. 3116' DIA. TAPPER - NOTE 6 & 75 (NOTE )2) p INSTALLATEON ANCHOR SHIM AS REO'D. Ancrsor . 3/16' DIA. TAPPER (NOTE S2) 1/4' MAX. LAcnyon STUCCD r OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL 'I GLAZING BEAD ILII TYP.) Y.H. VINDOV HEIGHT> CAULK BETWEEN WINDIIW FLANGE 4, PRECAST SILL VLLKEM 116 ADHESIVE CAULK, OR APRVT. EOL. PERIMETER CAULK BY OTHERS a RIGID VINYL (SEE NOTES) ''ea"' SHIM AS REQ'D GLAZING BEAD 1/4' K4X. (TYP) CSCE NOTES) FLANGE TYPE VINODW FRAME HEADER GLASS TYP.) (SEE NOTES) GLASS TYP.XSEE NOTES) FLANGE TYPE- WINDOW FRAHE JAHB CAULK BETWEEN WINDOW FLANGE 4 WOOD BUCK BUCK HET HT) FLANGE TYPE CONCRETE OR VINDOV FRAME HAS13NRY OPENING SIi_L BY OTHERS a . CAST SILL ° BY OTHERS SECTION A—A VIEWED FROMFAA B C EXTERIOR p E B K B w.H. F G H. ELEVATION C p sncroit N Locntit CAULK -f W.V. BY OTHERS CWENDOW VIDTH) STUCCO BY OTHERS U1ULK BETVEEN SECTION B—B HmY.BEIPEWNG BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS 2X4, 2X6, 2X6 WOOD SUCK; BY OTHERS (SEE NOTE L6 & 23) ONE BY VOOD BUCK BY OTHERS OPTIONAL) NOTE 6, 7 and 16A) INSTALLATION ANCHOR silo WOOD SCREW (NOTE 16 and 16A) SECTION A,—A (ALTERNATE) For installation with two by with or w/o one by wood bucks. IMPORTANT INFORMATION &GENERAL NOTES These robes are provided to ensure proper Instar of Pxxfda Extruders Milestone products and must be followed fuffy. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH WSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE MLICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & IAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WrTH VULKEM 116 ADHESIVE CAULA OR APPROVED EQUAL, APPLICATION OF VLILKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE RDRIDA EXTRUDERS 1500 AND 2000 SIEtIES SINGLE FILINGS, 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: v 6) NAIL ATTACHMENT OF NON-STR(1CTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER, USE A HARDENED "T -NAIL" WITH A D.W' DIAMETER AND 13/8` LENGTH (518" EMBEDMENT), A HARDENED "MASONRY NAIL' WITH A D,148" DIAMETER AND 1 112" LENGTH (3/4' EMBEDMENT) OR EQUIVALENT. FOR ALTERNATE SECTION A-Af", USE A 0.113" DIAMETER COMMDN WIRE NAIL WITH A 314' EMBEDMENT OR EQUIVALENT FOR NAILING NON•5TRUCTURALONE BY BUICK INTO ATWO BY STRUCTURAL BUCK. 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 Vf2' THIO WESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOW BUCK ONLY. BUCKSGREATER THAN 1" NCMIMAL (3/4' THICK) AND LESS THAN r NOMINAL (1 117' THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE & 8) ALL ENSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/DR FRAMING MATERIAL WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH TK PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (TF REQUIRED) WILL BE 311$' IN DIAMETER. 1A) WOOD SCREWS SHALL MEET ANSI 518.6.1 DIMENSIONAL REQUIREMENTS. 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: M8 WOOD SCREW - IB' DIA. PILOT HOLE & #10 WOOD SCREW - 9(64' DIA. PILOT iiOLE (NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION) - SEE SHEET 2 FOR CONTINUATION OF NOTES) M w" g!L a2 9 M . k '!7e 4e aa -:o 4;, f RE DESCRIPTION DATE VIFLORIDAL RIDA INTERNATIONAL. INC EXTRUDERS2540 XwErtI.axE Ceannr km OF AUT110WAT1Drr No. =15 FORD FLORIDADiFM"E or KRSIZE 3 D. 00 CKgCE IN QUANIM. 4123I06 RJA TITLE: INSTALLATION DETAIL SGL, .HUNG FLANGE WINDOWS --SERIES .]000; €500 & 2000 E MDJL'D'fASLLOCATIONa/wrED locunara as AWR ANICHURS. 7/29/04 RJA DRAWN BY: BB APPRovED By:RJA ATE:7/29/U4 BCALE:NTSDWG.: FLEX0016,SHT 1 OE 2 L LI a n t` TAPPER- LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAM 30ra, TO 40Pst 41f TO 7OPSF 30PSr TO 4OPM 41 Pat TD 70PSFSIZESIZE 12 18 1/8 x 25 B 8 F,G, F,G 13 18 I/8 X 37 3/O B 8 F,G F,G 14 16 1/e K 49 5/8 B B F,G F.G 145 15 1/e X 55 1/4 B B F,G F,G 15 18 1/6 X 62 B B FG F,G 16 &B 1/8 x 71 B B f.G F,G,H,I 17 16 1 x 83 R R FG FGJK 1H2 25 1/2 x 25 8 B T,G 1H3 25 1/2 X 37 3/B B B F,G F,G 1H4 25 1/2 x 44 5/8 B 8 F,G F,G,H,I IH45 25 1/2 X 55 1/4 B B F.G F,G,H,I 1H5 25 1/2 K 62 B B F,G F,G,H,i 1H6 25 1/2 K 71 B B F,G F,G,H,I 1H7 25 1/2 x 83 B FCJK FGJK 30 1/2 x 26 29 1/2 X 25 B B F,G F,G F,G01/2 x 38 3 29 1/2 x 37 3/0 0 1/2 x 50 5/8 29 1/2 x 495/8 B B B B F,G F,G,H,I 0 1/2 X 56 1/4 29 1/2 x 55 1/4 8 B F,G F,G,H,I - 30 1/2 X 63 29 1/2 K 82 8 B F,G F,G,H,I 30 1/2 K 72 - 29 1/2 K 71 g B F,G,H,I F,C,H,I 30 i x 84 29 1/2 x aZ B F.GJ.K F G J K 22 jo x B B F,G 23 36 . 37 3/6 8 B F,G F,G 24 35 . 49 5/15 B F,G F,G.H,1 245 35 . 55 1/4 B B F,G F,G,H,I 25 35 x 62 B B F,G,H,I F,G,H,I 26 35 x 71 B 9 F,G,H,1 D,E,F,G,H,I 97 35 K 83 K FCk( K 2 x 26 41 x 25 B B F,G F,G 42 K 38 3/8 41 . 37 3/6 B B F,G 42 x 50 5/6 41 . 49 3/5 6 B F,G 42 x 56 t/4 41 r 55 1/4 8 B F;G,H,I F,G-,H,1 42 x 63 41 x 62 8 B F,G,H.I D,E,F.G.H,I 42 x 72 41 K 71 B B F,G,H,I D.E,F,G,H,I 42 x 84 413 K FGHI K 48 x 26 47 x 25 B A,C F,G F,G 48 x 38 3/6 47 K 37 3/5 6 AC - F,G F,G,li,l 48'. 50 5/15 47 K 49 5/8 8 AC F.G F,G,H.I 48 x 56 1/L 47 K 55 1/4 B A,C F,G,H,I F,G,H,I 48 x 63 47 K 62 B A,C F,G,H,I D,E,F,G,H.I 48 x 72 47 K 71 B A,C F,C,H,I D,E,F,G,H.I 48. K. 84 47 x 83 8 AC FGJK D,E,F,G,H,I,J,K 32 2 1 5 x 25 A.0 33 - 52 1/8 x J7 3/11 B A.C. F,G F,G,H,I 34 52 1/B x 49 5/0 B A,C FG, H.I F,G.H,l 345 52 1/B x 55 1/4 8 A,C F,G.H,I 6,E.F,G.H,L 35 52 1/B x 62 B A,C F.O,H,I - D,E.F,G,H,1 36 52 1/8 x 71 g AC F,G,H,I D,E.F.G.H,I r 37 52 1/8 X 63 B AC F,G,J,K D,E,F,G.H,I,J,K r 37 SIZE NOT AVARABLE IN 1000 OR 1500 SERIES. IMPORTANT INFORMATION & GENERAL NOTES {tont,} ANCHOR INSTALLATION INSTRUCTIONS (Cont) 3116" CIA. TAPPER CONCRETE SCREW (WITH NOWS'TRU4TURAL ONE BY WOOD BUCK) - 12) WHERE WINDOW IS INSTALLED IN AASONI Y OPENING W [7H A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3116" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT ITH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONME E. 3 3) SEE THIS SHEET FOR TAPPER IT5TAUAI ON ANCHOR LOCATION CFIART. LETTER DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERE TAPPER CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR BFVATION AS A KEY, 14) TAPPER (RAWL) CONCRETE SCREW MANLFACRRED BY POWERS FASTENING, INC WELL BE LtSED. TAPOON (b/ ELCO TE7CTRON INC.) OR TTTEN (by SIMPSON STRONG -TIE) CAN EE SUBb-lj%UTED WITH THE FOLLOWING LIMRTATIONS FOR. THE SINGLE HUNG WINDOW SIZES 1) IB 518x62 AND(2) 30 J/2 x84: a) LU4IT TO 65 PSF, OR b) INSTALL ONE ADDITIONAL FASTENER 3N EACH 16M OVER CHART REQUIRE4ENT5AT LOCATIONS H AND I. 15)ALL REMAINING FACTORY APPLIED 94STAUATION FASTENER HOLES NOT USED FOR TAPPER OONMEIE SCREW INSTALLATION SHOULD BE FILLED WITH 08 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MEN. SM IN. EMBEDMENT INTO WOOD SIKK. EXTERIOR ANCHOR LO/CATIONS) W.W, I A B % I rD J W . H. F H I / I ELEVATION E K 910 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD KKK AND OPTIONAL ONE BY WOOD ISMIC - SECTION A -A ALTERNATE n1l)STRATES THIS OPTION, SIMILAR FOR SECTION 8-6)3 if) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A SMUCTUAL TWO BY WOO® BUCK, USE vI0 WOOD SCREWS (ANSI 8]9.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MEN. EMBEDMENT INTO THE TWO BY WOOD BUCOL 16A) IF A TWO BY @ ONE T3Y WOOD BUCK ARE USED (SEE SECTION A -A ALTERNATE, SIMILAR FOR SECTION 8-8), THEN X 10 WOOD 93005 OF 9..FinaENT LENGTH TO ACHIEVE 1-3M' MIN. EMBEDMENT TMD THE TWO BY WOOD BUCK WILL BE IISSEL) AND THE ONE BY WOOD UKX WILL BE SECURED TO THE TWO BY WOOD BUCK AS REQUIRED IN NOTE 6 ® 7. 17) X €0 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED INSTALLATION FASTENER HOLE LOCATICM. 19) WOOD SCREWS St AL NOT BE USED TO FASTEN AS5E64BLY INTO THE END GRAIN OF WOOD. G DESIGN PRESSURE RATIING e, FEC...REQUI EPILNU 19) IF EXACT WINDOWSLZE IS NOT LISTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK- INSTALLATION,: USE ANCHOR C UOMTY LISTED FOR NEXT LARGER SIZE, FOR THE APPRDPRIATE. DESIGN PRESSURE REQID. 20).INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO M PSF FOR THE WINDOW SIZES SHOWN IN THE CHART- DESIGN PRESSURES (D.P.) 94DWN ARE POSTALE AND NEGATIVE 21) GLASSTHIOKNESS MAY VARY PER THE REQUIREMENTS OF AST14 E1300 GLASS CHARTS. 22) COMPLIES WITH FB-- 044PTER 17 SECTIONS 17D7.4.4-1.FOR ANCHORING REQ(AREMENTS, 17D7.4A.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 17D7.4.43 FOR WOOD ORAPPRUVE'D FRAMING MEI+6ERS, MARCH 1, 2002. 23) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND IAMBS TO BE SEOJRELY-- FASTENED TOTRANSFERTHE LOAD TO THE MASONRY, ODNCRETEOR OTHER STRUCTURAL SUBSTRATE. PER FOC, SECTION 5707-4,4.2 AND THE ENGINEER OF RECORD'S DETA31-5. wCr3 aLL CAULK BETWEEN WINDOW F1N L SHEATHING INSIALLATION ANCHOR AS WOOD SCREW SHOWN STUCCO , BY OTHERS WINDOW HEIGHT SHEATHING BYBY\ S PERIMETER CAULK — BY OTHERS GLAZING (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 418 WOOD SCREW SHOWN STUCCO y BY OTHERS' / CAULK BETWEEN WINDOW FIN —,SFiATH[NG SHEATHING BY OTHERS SECTION A—A V MIN. EMBEDMENT W001) SCREW> TWO BY WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) 1/4' MAILWINDOWWIDTH ah[lalmer. rte pupoedeu Ceioloton aowrgeaperemle mrlocR erarcannenmbc'a SHIM SPACE n- r-med ,, 4.i - i o k", KIC.I a iA'A-t-2 esue Re0 on rl lere l lon p. Q SH1H AS REQ`D. —\ TWO F WOOD " tft.eeyrQw ntahwc wj*d"WAl m.s.<'ucron er.<er,oc s —tyW- c s eKmd SEE NOTES) r BY OTHERS mal. d. uoCnhvd.y4t nobnrar«wes ooes.d excrAee a..a a.vy oe•r esaea« I1 : egee. l 1 B GLAZING (TYP.> MAX. SEE NDTES> ----A1f4' . SHIM SPACE MAX. ALLOWABLE SHIM STACT( TO BE 1,14". APPLY A BEAD OF VULKEM 116 FIN TYPE FIN TYPE WINDOW FRAME WINDOW FRAME HEADER JAMB PERIMETER GLAZING (TYP.> CALK SEE MOTES) BY OTHERS WINDOW WIDTH A + IMPORTANT INFORMATION & GENERAL NOTES I, These notes are proalded to ensure proper Installation cf FINda Extruders MHeMrie EKPE7EWT prctliscts and must be follvxed NOV. WDD SCREW> SO 1 B GENERAL INSTALLATION INSTRUCTIONS SHEATHING 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. HERS MAX. ALLOWABLE SHIM STACT( TO BE 1,14". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LDCATIDN PRIOR TO BETWEEN INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR G DOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. R 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & 8 WOOD SCREW SHI3VN AILS STUCCO BY OTHERS 3) USE SILICONREDA.(RYLIC CAULK FOR PERIMETER SEAL AROUND EXTWOR OF SECTION B—B WINDOW FRAME. 4 FLORIDA EXTRIIOEAS I— SERIES SINGLE HUNG — STiOWN THIS PRItIT SO 1 B B ANCHOR 6' MAX. [TYP.> MMAARBLEeSILL SPACING EQUALLY SPACE SEE BELDLJ ANCHORS (TYP.) HEAD. WINDOW — HEIGHT WOOD SCRLW_24' D.C. MAX. CTYP JyTWOBYWOOD OTHERSBY FIN TYPE WINDOW FRAME ANCHOR I JLSPACING —" II TYP.> SILL CSEE BELOW) 6' MAX. [TYP.> MMAARBLEeSILL ELEVATION OTHERS VIEWED FROM EXTERIOR HEAD. SILL & JAMB ANCHOR SPACING CTO 70 PSF DP.> WOOD SCRLW_24' D.C. MAX. CTYP JyTWOBYWOOD OTHERSBYAILN: 7' -D.C. MAX. FOR JAMBS AND 10' D.C. MAX. FOR LEAD & SILL Alr r ti`T rF v g Z { EMBEDMENT iiiIJVV • L F WOOD SCREW) a AL APPLIES TO THE FLORIDA EXTRUDERS 150D AND 2DOD SERIES SINGLE HUNG& S) WINDOW FRAME KkTERTAL: ALUMINUM ALLOY 6063. ANOiOR INSTALLATION INSTRUCTIONS GENERAL: 6) ALL INSTALLATION ANCHORS MUST BE MADE OF CORRASION RESISTANT MATERIALS DR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AM/DR FRAMING MATERIAL. WHEREANCHORSARE USED IN PRESSURf•PRE5ERVATWETREA7ED WOOD, THE WOOD SUPPLIER SHALL BECONSULTED FOIA RE-OD(4"DATDON OF ANCHORS COMPATIBLE WTTH THE PRESSURE-PRTSERVATNE TREATMENT PROCESS USED. 7) ALL FIEI.D SUPPLIED HOLESIN THE FRAME OF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR 88 WOOD SCREWS, AND tr) Tiff SHANK DIAMETER OFTHE NAIL ROUNDED UP TO -THE NEKT STANDARD DESIGNATION DRILL BIT SIZE 8) WOOD SCREWS SHALL MEET ANSI 616.6.1 DIFLENSICNAL REQUIREMENTS. 1) NkIlS SIWt MEETASTM f 1667, 'STANDARD SPECIFICATION FOR DRIVEN FAS7ENEAS: NAILS, SPBZS, AND STAPLES. - 10) IF WDOD TENDS TO SPLTT, PRE -BORE HOLE AS FOLLOWS (PER NATBONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTEON REQUIREMENTS): a) QB WOOD SCREWS - 1/B" DLL PILOT HOLE b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE.. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 11) WOOD SCREW AND WL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPEaFIC GRAVITY'OF 0.55. 12) WOOD SCREWS AND HAILS SHALL NOT BE MIXED TD FASTEN THE SAME ASSEMBLY. 13) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. ESEE SHEET 2 FOR CONTINUATION OF NOTES) EV DrrscRrPriarr DATE'Ni FLORIDA EXTRUDERSL 640N EWErT UNE C REASED NOTE T ANDNOTE6. 1211a/D3 R J A cvmFrATE or mmDRwim ND. g235 SANFORD FLORIDA TnU TO 'REFLECT NAIL TITIN;: INSTALLATION DETAIL W/8B SCREWS OR NAILSALTERNATE. D ADDED DISCLWAffR. 7/a9f04 Fi>.3A SINGLE HUNG FIN WINDDW - SERIES 1000, 15D6, & 2DDD DRAWN BY: BE APPROVED BY: R -IA DATE:7/29,-94 SCALS: N. T. S. DVWO-FLEXOD26 SHT 1 OF '2 U7) m w C'3 Qa- B WOOD SCREW SNSTALLATIDN ANCHOR CHART QUANTITY IN QUANTITY IN CALL WINDOW HEAD 8c- SILL EACH JAMB UP To 70 rsSIZESIZEUPTO70PSF 2024 21 .1/2 X 27 1/2 2 2 22030 2038 23 1/2 X 35 1/2 23 1/2 K 43 1/2 2 2 3 2U40 23 1/2 x 47 1/2 2 3 2D44 23 1/2 X 51 1/2 2 16 1/8 X,56 114 2054 23 1/2 X 59 1/2 2 3 206() 23 L/2 X 71 1/2 2 4 207D 23 S X 83 l 17 4 2424 2430 271 X; 27 1 27 1/2 x'35 1/2 2 2 2 2438 27 12 x 43 1/2 2 3 2444 27 1/2 x 47 1/2 2 3 2444 27 1/2 X51 I/2 2 3 2450 27 1/2 X 59 1/2 2 25 1/2 X 62 2460 27 1/2 K 71 1/2 2 4 7 271 2x&31 2 2 4 2624 31 1/2 X 27 11Z 2 2 22630 2836 3t t/2 X 35 1/2 35 1/2 X 43 1/2 2 2 3 284D 11 1/2 X 47 1/2 2 3 2844 31 1/2 X 51 1/2 2 29 1/2 X 55 1/4 2085 71 30 1/2 % 53.. 3 2860 31 1/2 x 22 1/2 2 4 2070 31 t 2 x 53 1 22 30 1 2 x 94 4 3024 35 1/2 X 27 1/2 2 36 X 25 300 35 1/2 X 35 5/2 2 2 3638 35 1/2 x 43 1/2 2 3 3D40 35 1/2 X 47 1/2 2 3 3044 1 35 1/2 X 51 1/2 2 3 3050 35 1/2 x 59 1/2 2 3 3060 35 1/2 x 71 1/2 2 4 70 351 2X83 V2 2 4 424 773i-712 X .27 f 3 2 3434 39 1/2 X 35 112 3 2 3438 39 1/2 X 43 1/2 3 - 3 3440 39 1/2 X 47 1/2 3 3 3444 39 1/2 X 51 L/2- 3 3 3450 39 112 K 59 12 3 3 3460 39 1/2 K 71 1/2 3 4 347D 39 1/2 X W 1/2 3 4 34 43 1/2 x 27 1/2 3 47 X 55 t/4 3830 43 1/2 K 35 1/2 3 2 3638 43 12 K 43 1/2 3 3 354D 43 1/2 % 47 1/2 3 3 3844 43 1/2 X 51 1/2. 3 3 3850 43 1/2 x 59 1/2 3 3 3860 43 1/2 x 71 1/2 3 4 3879 43 1 K B3 1 345 4 4024 . 4030 47 1/2 X 35 1/2 3 3 2 4438 47 1/2 X 43 1/2 3 3 4D40 47 1/2 x47 5/2 3 3 4D" 47 1/2 K 51 1/2` 3 3 4050 47 5/2 X59 1/2 3 3 406D 47 1/2 X 71 112 3 4 11— 47 1/2 X 03 112 Z 4 8 WOOD SCREW INSTALLATION ANCH-OR CHART QUANTITY IN QUANTITY IN CALL WINDOW HEAD .& SILL EACH JAMB; SIZE SIZE UP TO 70 PSF UP TO 70 rw 12 - 18 1/6 x 25 2 2 13 16 1/b x 37 3/a 2 S14161/8 X 49 5/e- 2 145 16 1/8 X,56 114 2 3 15 1a 1/a x 62 2 4 16 18 1/6 X 71 2. 4 17 18 1/0 X 83 4 7H2 25 1/2 x 25 2 2 1H3 25 1/2 x $7 3/8 2 3 1H4 25 1/2 X 49 5/a 2 3 1 H45 25 1/2 X 55 1/4 2 3 IH5 25 1/2 X 62 2 4 1H6 25 1/2 x 71 2 4 1H7 25 1/2 X 83 4 30 1/2 x 2B 29 12 X 25 2 30 1/2..r 3% SJB 29 1/2 x 37 3/8 2 3 JD'1/2 x 5D SJB 29 1/2 X 49 5/5 2 3 JD 1/2 . 36 1/4 29 1/2 X 55 1/4 2 3 30 1/2 % 53.. 29 1/2 X 62 2 4 30 1/2 x 72 29 1/2 X 71 2 4 30 1 2 x 94 29 1 X W 2 1 4 . 22 36 X 25 2 9 23 24 35 x 37 3/9 35 x 49 5/6 2 2 3 245 36 x55 1/4 2 3 25 35 x 82 2 4 2635 x 71 2 4 - 27 31$ % ba 2 4 42 x 26 41 X 25 3 42 x 38 3/6 41 K 37 3/8 3 3 42 K 50 5/0 41 x 48 5/8 3 3 42 K 56 1/4 41 x 55 1/4 3 4 - 42 K 63 41 x.62. 3 42-x 72 41 X 71 3 4 42 x 84 41 x 83 3 4 9 x 26 47 X 3/548363/8 47 X 37 3 3 48 x 50 5/13 47 X 49 5/9 3 3 4a a 56 1/4 47 X 55 t/4 3 3 48 K 63 47 K 62 3 4 48 .x 72 47 X 71. 3 4 48 x 84 47 X B3 4 32 52 1/B x zs 3 2 33 52 1/8 x 37 S/5 3 3 34 52 1/8 X 49 5/8 3 3 345 52 1/8 x 55 1/4 3 3 35 52 1/8 X 62 3 4 36 52 1/13 X 71 3 4 4 17 52 %A x:.03 3 4 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES IMPORTANT wVPMATION & GENERAL NOTES (CKML) ANCHOR ENSTALLALION INSTRUICTIONS (mrC) as WOOD SCREWS: 14) SEE THIS SHEET FOR 88 WOOD SCFIEW INSTALLATION ANCHOR CHART. 15) KB WOOD SCREW MUST BE OF SUFFICIENT` LENGTH TDACH1EYE MINIMUM EMBEDMENT OF 1" INTO THE TWO BY MOD FRAMING. 16) SPACQJG OF WOOD SCREWS 9-01-L BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND I*W, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BITE NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND IAMBS NAIM 17) NAILS SHALL MEET THE.F+OLLOWING REQUIREMENTS: a) 0.117` DIAMETER OR GREATER, b) SUFfIC1EWr LENGTH TO ACHIEVE MINIMUM U48EDMENT OF 17/8' INTO THE TWO SY WOOD FRAMING (GENERALLY, NAIL 2 318' LENGTH OR GREATER SHALL MEET THIS REQUMMOM. c) t -FUGAL (StI1M OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACILSLER SHALL BE LISTED IN NATIONAL EVALUATION SERV3CES', INC:: NATIONAL EVALUATION REPORT, NER-272. 18) KkNUFAICTURERS NAILS 14EETING THESE REQUIREMENTS ARE (BUT NOT UMLTED TD) THE, FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 4134947, 404537, 650113 AND 6S0140. b) DURD-FAS? DEFORMED SHANK NAIL NO. 325. 19) SPACING OF NAILS SHALL BE: a) W FROM EACH CORNER OF THE HAD, SILL AND I6M85, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING T O.0 SPACING FOR THE 14MB.SAND 1D" O.C. SPACING FOR THE HEAD AND SELL DEM PRESSURE RATING 8 fBC REQUIREMENTS 2D) EF B(ACT VAND01V SIZE 35 NOT LISTED IN WOOD SCREW AN04DR CHART, USE ANCHOR "WITTY LISTED FOR NEXT LARGER S[PE. 23) INSTALLATIONS DEPICTED IN THESE INSTRUCT30NSACCEPTABLE FOR DESIGN PRESSURES TO 7D PSF FOR WINDOW SIZES SHOWN IN CFART WITH SPACIN(35 SHOWN. DE53GN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 22) CLASS THICKTffSS MkY VARY PER THE REQUIREMETYTS OF ASTM E1300 GLASS CHARTS. 23) COMPLIES W[Tii CHAPTER )7 SECTIONS 1707.4.4.1 FOR ANd CRENG REQUIREMENTS AND 1707.4.4,3 FOR WOOD OR APPROVED FRAMINGNEO'BER$. MARCH 1,200¢. Ti N W7 Sheathing IL By Others Seal Betrllen window Fin & Sheathing Note 2.11 & 2.00 II EI Ex terlor Flnlsh By Others PeSeatter l S¢0.) By J/ Othrs Note 2.0 2.cJi) Frame Height F H.> Perimeter Sam( By Othrs Note 2.0. 2c.10 E xterfor Firdsh By Others Seat Between Wlnolott Fin & Sheathing CNote 20 & 2.00 Sheathing By Dt(hers: I* Min. Embedrient Vocal Screw) Two By 'Wood Others NCNote 4.b> Shin As Req'd. 4' Max. Note Lb) L/4' Max. Shim Space Buck Height lnterlor BHyy Others Shim As Req'd. - 1/4' Max. (Note 1.10 Two By Wood by Others Vote 4.b) j 1' Min. L Erhledment Wood( Screw) SECTION, A—A PARTS LIST LJ~ 1 Head - FlnFrame ' 2 gi—FRnFrame t7 — 3 Jamb -Fin Frame 4 Nct Used 5 Not Used 6 Glazna Bead 7 Clazmp - See Note (8) and (01 8 #6 Pan Mead WOW orTapohg Screw with a minimum embeWaentaf 1'tnbo tire orucidW wood substrate. See Nota (K}on Sheet 2andOeiall Acniha drawing and Nobs 4.b 8 8 an DrdMrq FLEM1CO. 9 Round Head Deiomred sher*t4ait with mintnum0.113'diamelar(Al G4tand minknum embedment ar 1-7i8' tmo the s nxIoral wood substrate. See Note LN) on Sheol 2andDelallAonaft elirm 9andNiles4.6&9on0rav1ngFLCU0100. GENERAL NOTES 1 to 15E See General Notes Diwming FLE%20100, Sheet 1 z A) wilestona Sedes2000 Fixed Aluminum Wkrdowis shorn. Also eppicabialoSedes 1000 Fixed AJrsnirum Windows, B) Drawing appicab is to Nonimpact Wesill ant waxed windows. C) Produadon Glnhg may dferfmcn thattesfedasallowed by ANS3jMN WWVlS JA 101/I.S. Z (0111.3. 7MhFS or AA"WDMANSA 1011E.S. VA440 and applicable Building Coda. See_Nata 12 and 13 on Clewing. FLEX 20100iorfurther delete. D) For Fastener Spacing nee E7evalbn Viaw on Sheet T and Notes [L) & (P) on Sheal 2 of this drawing. See Note (K) regarding devialbne:, M Woodsoraw end rill w)hdrawalvalues used to generate the b*Uring raquiremanis are tasadonSpnue-Wne,*LKwhh a Specific Gravity of DSO. See Note (H) regarding deviations. F) Wood ar lapping screw edge distance rressured kora edge of wood to cahnark" or wood ortapping screw rraS1 meet or exceed Y. Minimum she and awbadmer4 per Pats Ust. See Nola (H) regarding dw4atons. - G) Nall edge dlalance measured morn edge olwood to eanlerine of nail must meet or exceed 9Me' or 5 bores Shank Diameter, wMchever is lergsr:. Mirtnum size and en biecir reml perPalis LM. See Note (It) ragerdng dela —. lit Any daMaton leas than VA minlmml mallMirnenta stated mint be approved by ihs marur(ecwiar or angineerad b/'11mee oealgn Pnoleaebnel in accordance whin the appicable Buldng Code and Product Approval. 0j Ali Reid suppled holes In The frame (h required) will be 3118' In diamstar 63r #a wood =caws or U* vhuk diameter of ire naK rarrded up b the meld standard designallun drit bill size. J) wood S¢sws and Nails SHALL NOT be mixed 10 taebn the Baine aesenibfy. Read SIU 1, Jamb Anchar Soacino Wood Screw - TO70PSFD_P_- L8' O.C. Max. Nall 61 PSF TO 70 PSF D.P.- 5-1/2' O.C. Max. 51 PSF TO 60 PSF D.P.- 6-1/2' O.C. Max. 46 PSF Tfl 50 PSF D.P.' 8' O.C. Max. 41 PSF TO 45 PSF D.P., B-)/2' D.C. MD.K. 36 PSF TO 40 PSF DR., 9-1/2' O.C. Max. TO 35 PSF D.P.- 12' O.C. Mow. Frame Width Shh As Req'd. Buck width 5/4' Max. (Note ib) Two By woad Centerline of F.W. & B.H.) by Others Fastener Note 4.b) Sheathing By Dtbers 2" Min. DESCtAIMER: me 0oi0ur.00a trmtlln drvAVki pw the mar W.mra': mrnrxrcrC.Y.c4 M Uppbvr4taree n.% r in erre reR) miidd_ a2e.em edam F•er..n whew m"Vvwmvn mrd# w rawe.d h rhe 2001 Fb9lometfp toe. FIEN S.W. LW AA, mor wa®ostia, srdbr. lllasw zst,. 204 01.4, R—m LaD ri'l.mm rb"ia, _hp, bra aaar)*"reA m pxtton goes ret -.O w e +.'a" 4~ exm._0 a Iryeal Dao: Upla? scow +M Drawn Br/: AU( dedrad Oil )x Robert 3. Awarnifao, e,E I' Nin. FL Lkense Km. 49M I Embednent r (Wood Screw) 5 1 Attachment O '. Fin B 9 Sea( Between a /r Window Fh & Wood Sccew or Noil Head must be i Sheothing iA full contact with Attachment Fin. t?' • ' Note 2,m & 2.00 Centerline of fastener shall be t E ,,.• , Perimeter Exterior approximately 9/32' from ad" of Seat By Finish Attachment Fin, Othrs SECTION B—B - By-.-.otfhers - Drawing No. FLEX27120 Note 2.o DETAILA 2.e.0 Sheet 1 of 2 Frame Vidth Buck Width sr zD v o coyum au, Felb ti y- y 4 h A r Fastener Spacing ISeeBelow) Frame Equa(ty Spaced Buck F-0elght Fasteners (Typ.> B AELEVATION I 4-1/2' Max. VIEWED FROM EXTERIOR Typ.) Read SIU 1, Jamb Anchar Soacino Wood Screw - TO70PSFD_P_- L8' O.C. Max. Nall 61 PSF TO 70 PSF D.P.- 5-1/2' O.C. Max. 51 PSF TO 60 PSF D.P.- 6-1/2' O.C. Max. 46 PSF Tfl 50 PSF D.P.' 8' O.C. Max. 41 PSF TO 45 PSF D.P., B-)/2' D.C. MD.K. 36 PSF TO 40 PSF DR., 9-1/2' O.C. Max. TO 35 PSF D.P.- 12' O.C. Mow. Frame Width Shh As Req'd. Buck width 5/4' Max. (Note ib) Two By woad Centerline of F.W. & B.H.) by Others Fastener Note 4.b) Sheathing By Dtbers 2" Min. DESCtAIMER: me 0oi0ur.00a trmtlln drvAVki pw the mar W.mra': mrnrxrcrC.Y.c4 M Uppbvr4taree n.% r in erre reR) miidd_ a2e.em edam F•er..n whew m"Vvwmvn mrd# w rawe.d h rhe 2001 Fb9lometfp toe. FIEN S.W. LW AA, mor wa®ostia, srdbr. lllasw zst,. 204 01.4, R—m LaD ri'l.mm rb"ia, _hp, bra aaar)*"reA m pxtton goes ret -.O w e +.'a" 4~ exm._0 a Iryeal Dao: Upla? scow +M Drawn Br/: AU( dedrad Oil )x Robert 3. Awarnifao, e,E I' Nin. FL Lkense Km. 49M I Embednent r (Wood Screw) 5 1 Attachment O '. Fin B 9 Sea( Between a /r Window Fh & Wood Sccew or Noil Head must be i Sheothing iA full contact with Attachment Fin. t?' • ' Note 2,m & 2.00 Centerline of fastener shall be t E ,,.• , Perimeter Exterior approximately 9/32' from ad" of Seat By Finish Attachment Fin, Othrs SECTION B—B - By-.-.otfhers - Drawing No. FLEX27120 Note 2.o DETAILA 2.e.0 Sheet 1 of 2 IN FASTENER INSTALLATION INSTRUCTIONS - FLEIC27120 3x8 WOOD SCREWS: K) #B wood Screw must be of sufficient length bD achieve mWmum embedment of S" Into the two by Nrood framing. L) Spacing of wood screws shall tie: 4112" max. from each comer of the head, sill and jambs, and evenly spaced between comer fasbeners';but not exceeding 18" o c. spacing for the head, sill and Jambs as shown In Elevation View on Sheet 1 of this drawing. To4erance,is+1-1 This tolerance Is applicable tofheevenlyspaceddistance. ZL Corner &Unca measured from frameJbudc width or height dimension of trame. 14) Wbad screws shall not be used to fasten assembly Into end grain of wood. MULS: N) Nails shag meet the f0dowing requiranents: 0.113' diameter orgrearter, sLftlent length to achieve minorum embedment of 1718" Into lite tun by wood framing generally, nate 2 3/8" length or greater shall meet this re luireirent), and heical (screw) or amwIlar (ring) shark styiie Cady, 0) Manufacbjre0s natlo meeting these requirements are (but not Ilmtted to) the following: Paslode deformed shank nail, No. 409947, 404537, 650111 and 650148. Drro+ast defonned shank nail too. 325. P) Sparing cf naAs shall be: 4-SJV max, from each comer of the head, sill and jambs, and evenly spaced between corner fasteners and not exceeding o c. spacing for the head, sill and jambs as shown M EleoaSon View on Sheet 1 of this drardng. Tolerance Is -+/- 1". This tderance is apploble to the evenly spaced clistan u 2 Comer clAm ce measured from framelbuck widtb or height dimensli n of frame. Q) Nass shall not be used to fasten assembly irdo end grain of wood. Deis IJ!/rr rkulw WM ri•dora o,.,.n proora a x+ Dirawlsg No. FLEX27120 Sheet 2 of 2 DESIGNS PRESSURE RATING & FBC CODE: COMPLIANCE w rz R) [nstaKWUns depleted Inthese instuLdom acceptable fordestgn pressures to 7D PSF with fastener spacing n shown the Eleaatlon Vlew on Sheet 1 of this drawing for the follm" window situs to 52 l je' x 95 gto53" x 80" to 71"x71" 8to73" x 73" 0 u to B3"x55119" to 99'X 49 516' a to 119" x 37 3/8" 4 F gDesignPressures (D. P.) are poddve and negative. Dverall window assembly design pressure may be less 6 than 70 PSF and shall be detemrined in accordance vdth Note 13 of FLEM101). t"C 5) Production Glaring may differ from that tested as allowed by ANS[fAAftNWVDA 1D1(LS. 2, 1010.5. UNAFS or AAMA/WDMA/CSA 101jf.S. UA440 and applkaMe Briding Code. See Nate 12 and 13 an Drawing PLEX 20100 for further details. fastened RT) Structural two by wood tuck and/or framing at the head, sill and jamfisto be securely to transfer the load m the wood structural substrate per the FSC and the engineer of record s details as applicable, 5Q2 U) See FLE)Q0100, Nobes 10 to 15 for adcMDnal FBC Code Compliance. W a P E Deis IJ!/rr rkulw WM ri•dora o,.,.n proora a x+ Dirawlsg No. FLEX27120 Sheet 2 of 2 CDi9 Ld 0d 3 JJ H x ryO A Z U H Lu57 DS) I) zr DDV a-17 SEAL. BETWEEN WOOD BUCK & KAS'Y. OPENING BY OTHERS Note 2.a SEAL BETWEEN DOOR FLANGE WOOD SUCK Note 2.a & 2.d.ili) PERIMETERV SEAL BY OTHERS Note 2.0 2.d.IlU STUCCO BY OTHERS sECTIDN A -A SH: REI tN< 1.c SHIM S 0 S.G.D. HEIGHT UBERAU-Y APPLY SEA2AW LNDER SILL OR SET SILL k BED OF CONCRETE (Nate 2.d iii). SHA[ AS RLUU44ED (TJote l4 LCONCRETE OR MASONRY OPENING BY OTHERS PERIMETER SEAL BY DTHERS Note 2.a & 240) S G.D. WIDTH SECTION B -B 1/4' MAX. SHIM SPACE 1/4' MIN. EMBEDMENT p ONE BY WOOD BUCK BY OTHERS Note 4,n & J) SEAL BETWEEN WOOD BUCK & KAS'Y. OPEWI4C 4 BY. OTHERS Note '2.a & 2.d.11p SHIM AS REWD. Note 1.6 i SEAL BETWEEN DOOR F;_ASIGE WOOD BUCK Note 2.0'& 2.d.111) CONCRETE DR MASONRY.OPEKING BY OTHERS STUCCO BY OTHERS JPARTSLISTTWOBYWOODBUCKOR 10 gCnr & 1 Head• Flange Frame FRAMING BY OTHERS <Note, 4.b) 12 #6 Wood or Teppr]g So" with Plaetchserts(Note 2 Sit- Flange Frame HOOK STRIP CONCRETE DR ONE BY WOOD 1.0 3 Jamb - FiangeFrarre kAD the concrete Mi. See Note (P) on tlffi 6ewhg MASONRY OPEN] NCa BUCK BY OTHERS rn 4 Head -Panel SEAL BETWEENBYOTHERS (Note 4,a & J) 13 rfs Wood or Tapping Screw with a rNr num 5 Sal - Panel SHIM AS6 WOOD BUCK Lock Stile - Panel See Nom (0) on tihisdraMrIg and Note Bon fkaxing REVD wLi 7 Ir"Koclr - Panel Note X a 8 Hoak Strip . Ho FASTENERS SHOWN Lc) vai 8 OlazinR -See Note (8) end M N SANE PLANE FOR DNLY. v [ 1/4' MIN. 10 3416' Cie. Flat Head Coocreie Saex uifh minimum OLESSTRCLAiPTAICIiQi HY d EMBEDMENT D Aloddng load in sonar of ISO lbs at t 114' embedrnam. 1 SPACED 2' APART RJ OPPOSITE FLANGES.) Sae kue(K)on rhls drawing and Nota T on Drawing FLEX20100. 11 D6 Wood or Tphp Screw with a TNn(rnLnep YP 1 1 0 S.G.D. HEIGHT UBERAU-Y APPLY SEA2AW LNDER SILL OR SET SILL k BED OF CONCRETE (Nate 2.d iii). SHA[ AS RLUU44ED (TJote l4 LCONCRETE OR MASONRY OPENING BY OTHERS PERIMETER SEAL BY DTHERS Note 2.a & 240) S G.D. WIDTH SECTION B -B 1/4' MAX. SHIM SPACE 1/4' MIN. EMBEDMENT p ONE BY WOOD BUCK BY OTHERS Note 4,n & J) SEAL BETWEEN WOOD BUCK & KAS'Y. OPEWI4C 4 BY. OTHERS Note '2.a & 2.d.11p SHIM AS REWD. Note 1.6 i SEAL BETWEEN DOOR F;_ASIGE WOOD BUCK Note 2.0'& 2.d.111) CONCRETE DR MASONRY.OPEKING BY OTHERS STUCCO BY OTHERS J embedrnenl of 1-11'a IntotlM twD by bemire. yes Hate(Q)nm 7Ns drawing and Nola 8 on DnWvIng HIM ASSEWD gCnr & FLEX2000. MASONRY OPENING 12 #6 Wood or Teppr]g So" with Plaetchserts(Note rote HOOK STRIP 8 j on FLEX24100) a1 a miNmtm embedment of 7B" 1.0 kAD the concrete Mi. See Note (P) on tlffi 6ewhg rn we; Nolo6 on Dravdng FLEX2010D. SEAL BETWEEN 9 g 13 rfs Wood or Tapping Screw with a rNr num HOOK STRIP & er bedirtentof &8' into the 'Ore By Wood BLaX. WOOD BUCK See Nom (0) on tihisdraMrIg and Note Bon fkaxing 6 ' (Note 2.o. & 2.d.IF) FLEX26100. 0 S.G.D. HEIGHT UBERAU-Y APPLY SEA2AW LNDER SILL OR SET SILL k BED OF CONCRETE (Nate 2.d iii). SHA[ AS RLUU44ED (TJote l4 LCONCRETE OR MASONRY OPENING BY OTHERS PERIMETER SEAL BY DTHERS Note 2.a & 240) S G.D. WIDTH SECTION B -B 1/4' MAX. SHIM SPACE 1/4' MIN. EMBEDMENT p ONE BY WOOD BUCK BY OTHERS Note 4,n & J) SEAL BETWEEN WOOD BUCK & KAS'Y. OPEWI4C 4 BY. OTHERS Note '2.a & 2.d.11p SHIM AS REWD. Note 1.6 i SEAL BETWEEN DOOR F;_ASIGE WOOD BUCK Note 2.0'& 2.d.111) CONCRETE DR MASONRY.OPEKING BY OTHERS STUCCO BY OTHERS Q A J 7/8MAX. CONCRETE OR gCnr & 9ca yc MASONRY OPENING STUCCO/SHEATHINGL« BY OTHERS BY OTHERS HOOK STRIP SE` Zo IT I10 .,. G rn SEAL BETWEEN 9 g uHOOKSTRIP & WOOD BUCK 6 ' (Note 2.o. & 2.d.IF) rr ENBEDNENT O " r'YP.r c Q A opE99p'pt 7/8MAX. E $Sin S'nJ 9ca yc l4f STUCCO/SHEATHINGL« BY OTHERS RR ££PPc HOOK STRIP SE` Zo IT I10 .,. PFTAT€ EXTERIOR ELEVATION ;ae -a2/W 2 PANEL DOOR SHOWN t7ealea NTS SEC NOTES CC), (D) & (E)) Drra.0 WWI UAL DISCLAIMER: TTeptrposeaf OJs hstalatlon drTnln9 6to preserd the nrw iacMeeFrecomme,xb#um for andimage[iA., ooncnslz:h¢rerhsr wood screws eni Gauping s mmjtoad*m the design pressure spedlfecim the ferestralion prodxt as re*irad by the 2001 Rorie Br-itdmg Code (FEC), Sectipn 1747.44, WA FBC•Builb ng, Setbbn 1719.5.4 and the 2004 FBC-ResWentkl, Section R613.& Pammmedatiom regarding fbshhg, teaihq, walarOor otCer joint seabni RaMDN does rot constS6Re a warranty at he acpressed.or Irrptkd. chsobw+fn hJ Robert L Asnorum, P.E. ft License W. 49152 P dA4;Pr " i Drawing ft. FLEX? 110 Sheet 1 of 2 IN MA Fastener Inslellatlon Chart Notes: f) in some cases roncre6a screws are only required in one of ahe fachky eppiled inrtelladon hofs eels li.e., a hone sed' being the two holes -ykig Inaplane perpen01o1ar b ilia wkith dthe door Srann ). In those cases desbnated on 'DV In the kratalladonchert,one of the holes wel naoahea Concrete Screw and: he remaining honwill be filed In accordance viii[dolesOand P. 21>n some casae mncne6s crews ere regtA' ed In bmh 1'shppllad khstallelbn hole mets. 'Df' haosgh 'D(" desrgreles fn which elm & configurations tv o concrete wars are required. The remaining toles wil be aged h accordawe with moles D and P. a}'Dr"moans, in" tomo Mmela access in ore sat of kvsi lialionholes. brD2" means, kW2A tvo eo=*u screrwa In two eels d>ntaalaaon hobs. c) 863' mems, inmll two concrete ecrm" In three sats of Inaralaaon holes. d)'04' meang,.ln%W twv corcrabi screws in fur oatsof OrmteH fon ho(ee. e)'0.5' nteenn. Install fw csrrve'm ecrervs In Me sale of rrkstefedon edea. i)!Da' rneare, Insist two concrete screws In six sets of insbaatba hales. g)'Dr meant.;.InsW Mo concrete cram In seven eels 01invalbgm hoes. hi •DB' moans, kapll foo erxxreie aeratva In eight aeU of iremllslon inks. 3) Locationofaddifooal concrete wrom In head & sill shouki be priallzed as folioss: e) First ad0a" to imedock or butt allies 55 tread d all. b1 Semndy, at each end of head d sit nearrarnb comer, Of needed.. c) Loca6pts in Head & sillcaor herras listed Ina &b. 41 Loarion of adddional concrete straws In jambs shcdd be prkxAzed as toleww. a) Flrsi, erc(aced to bdcs In jambs - b) SocoMy, at each and of iambs near head 6 sill earners. - C) Locator* fnjembeDOW than aelste ina8b. 5)CS= concrete screw and M a wood screw _ 1 to 13) See General Notes Drawing FLE1f20300, Sheet 1 & 2- Q(A) Milestone Series 1000 Sliding Glass Door E slimed, Also app8cabfe to Mnestane Series 2000 Sliding Glass Door, B) Drawing applicable to Non -Impact ReslstantSrkdbng Glass Doors gamed with 3/16` fullytentpered glass. See Note M, C) Where'V represents C nnaAng panel ard'D' represents fixed panel, approved confggul-atons axe as listed on the Fastener Instalfat ft chart on Sheet 2. g D) Not all mnfguratlens listed on the fastener chart are shown an this drawing, however Installation sections "A -A', B$" & Hook Stip Detan 9 appy to Installation of all approved configurations. E). For pocket door configurations, use closest by -pan door size and configuration in the chart to the flnfstled openbg of the packet door. F) Concretewnsscrewedgedistancerneasedfrom edge of ccllicne eJmasonry)bock bo W centerline of convey screw mustrneet or accred 21,x4" MlrArxm size and embetdrneni per Parts List. See Note (1) regarding devla0ons. rep 6) Wood or tapping screw edge distance measLued from edge of wrood receiving the pointtD centerlire of woad' ortapping screw must meet or a S ewoeed 1'. Mlnlmun sine and errhedmerti per Parts List. See Note (I) regarding deviators. H) All field suppled holes In the frerne (If required) will be 3)16' In dlantecer. I) Any deviation leas than the minimum requirements stated must be approved by the manufacturer or engineered by'cttrer" Design Professional In accordance with theaapplicable ButPi>I dung Cade and Product Approval, jejR 6 d FASTENER INSTALLATMU INSTRUCTIONS - FLENZ4110 as ? s 3/16" DLL. CONCRETE SCREW Wifii SILL AND TSN -STRUCTURAL ONE BY WOOD BUCK ON HEAL) AND ]MBS.s Qs gar 3): Nall attachment of non-structural one by buck per Note 4.a.iL2 on Drawing FLEX JOD. z rn 5 r7 Where door Is Installed In an opening with a nonstructural one by wood buck for the head and jambs and a masonry or concrete sill, use a z a 3)16' diameter concrete screw of sufficlett length to achieve mintrman la bedment of 1-1/4' Wo masonry or concrete. See "Parts Use on o oSheet1ofthisdrawingforconcrete "screwstze, embedrinentand bad regdremerft. See F1IX201D0, Note 7 forandftenal concrete sum c o ofrequirements. L) See fastener i>stallatlon chartthis sheet foroerxrete soeerqurantitles and addBlarel Ingallatlem regrrlremerrts. Q(M) Lnstatl one concrete screw in each, pair of factory applied fnstalladcn holes umles rrobed o o Afxecn the fastemerinstallation chert It Is1installacceptabletoa3/16" dlarneber concrete saew with a 1.1J4" embedment In a1 Imes In dvehead, sU and jambs which wq exceed the minimum requirements of the.FpsOerrer Insta adont Chart. N) JUternate canalE he screw rnstallatlon fasteners front to back fn all Frame members when bath sets of holes are riot used. 0) AM remaining factory applied installation fastener hole, In the head and jarrb(s) not used ft concretescrew Installation shall be fastened with 8 wood sanews of sufliclerit length to provide min. 5/8" embedment Into wood buds, See Tart; List' on Sheet 1 of finis drawing for wood wPh screw size and embedment oettnniemenifs Sae FLEX2,0100, Note 8 for additional wood scnw requirements. e P) All nemalauing factory applied Installation fastener holes In the sill rat used for conacebe screw Installation shall be anchored with plastic anchors (six FLEM106,Note 8.j for debBRs) and N wood screws of stdficiink IrngIh to provide min. 718" in. embedmentInto the concrete or masonry. See "Parts List' on Sheet 1 of t% drawing for wood screw size and embedment requirementsSee R E?f2010Q Note A for 8 addilBonal wood srnw recIuGenearts. 8 WOOD SCREW Wn% STRUCTURAL TWO BY WOOD BUCK FOR POCKET DOOR HOOK STRIP,. o Q) Where poclaet door hook strip is Installed In masonry opening with a s#udrral two by wood buck angor Framing, use 96 wood screws of 00a03102107 sufficient length to achieve 1-1)8" minimum embedment Into the two by wood buck-anc(tor Ita..dng receiving the paint See'Puts List' on Scaled Kis Sheet 1 of this drawing for wood screw sire and ernbedment requirements. See FLEX201D0, Nobe 8 feraddrlional wood screw requirernerts, Illy: n N R) See fastener InstaTatbn chart this sheet for #8 wood screw requkements In hook stip. AA holes In the hook strip wAi be, filled wilt M8 woodscews. with a 1-1J1" n*iI=m embedmers- 5) Wood screws shall not be used to fasten assernbF Into end grain of wood. DESIGN PRESSURE RATENG & FBC CODE CW4PLLMCE T)If pact dam s'¢e is not listed in fastener rnstarlatloi dart, use fastener quantitynsted for next fargersize, for the appropriate design pressure required. I)) Installations depicted In these tnstructlins acceptable for design pressures to SS PSF for the Wrdow skesshown h the chart. Design Pressures (D.P.) are positive and negative. overall widow assamtly design pressure may be less than thatsharm In the fastener quantity table and shall be deterurrtued In accordance PS h Nate 13 cf FLEX2DlW. A m Production Glazing nW differ from that tested as affowed by ANSVAAMA/NWWDA I0I/IS/11' 2. 101/I.S. 4NAFSor AAMADMq SA 10111.5. l 2IA440 and applkable Bulldhg Code. See Note 12 and 13 on Drawing FLEX 2010D for hither details. W) Hook strip to be securely fasirrhed to transfer the bad to the masonry, concrete or other structurd substrate per the F8C and the engineer of rezord's details as appikabhe. X) See FLDL2D1D0, Motes 10 to 15 For additional FBC Code Compliance. Drawing No. FLEX2-4110 Sheet 2 or 2 7 T. "DESIGNED AND TESTED IN ACCORDANCE WITH FLORIDA BUILDING CODE, INTERNATIONAL. BUILDING .CODE AND ,INTERNATIONAL RESIDENTIAL CODE 2.•.DASN NUMBERS REPRESENT •VARlOUS..SECTION' HEIGHTS. ". 3. FOUR SECTION 7' HIGH DOOR SHOWN'. 8' HIGH DOORS HAVE FIVE SECTIONS. 4. SECTION HEIGHT OF 20.812, 19.00& 16.75 ARE AVAILABLE AND MAY BE USED. IN COMBINATION TO ACHIEVE VARIOUS HEIGHT DOORS. 5. EMBOSSMENT PATTERN OF 14.50 X 20-375 SHOWN. ALTERNATE PATTERNS OF 14.50' X 43.375, 12.50 X 20.375 AND 12.50 X 43.375 MAY BE USED. DOOR WITHOUT EMBOSSMENTS ALSO AVAILABLE. 6. TORSION SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS. BRACKET; PREF. P/N 405964-0002, ON 8' HIGH DOORS ONLY. 8. WINDOW MAY BE INSTALLED IN: THE TOP SECTION OR THE SECTION IMMEDIATELY BELOW THE TOP SECTION. ALTERNATE' WINDOW STRUT, CONFIGURATION - 1 HS2 ABOVE AND 1 HS2 BELOW WINDOW. FRAMES. 9. THE STRUT PLACEMENT ON DOORS CONSTRUCTED WITH 5 OR MORE SECTIONS MUST BE CONSISTENT WITH THE DOOR SHOWN. 10,.DOORS OVER 8' TALL ARE AVAILABLE AND REQUIRE COMMERCIAL TRACK. REFER TO DRAWING D-408352. 11- SEE OHD/GENIE EQUIVALENCY CHART FOR SERIES SELECTION :GUIDE. 12. JAMB DETAIL TO BE IN ACCORDANCE WITH DRAWING 409783. JAMB/SCAB BRACKET ATTACHING HARDWARE SHALL BE AS FOLLOWS: WOOD JAMB - 605574-0001 LAG SCREW, 5/16 X 1-3/4 CONCRETE BLOCK - RAWL LOCK BOLT, 5/16 X 1-1/2 EMBEDMENT 13. ATTACH STRUTS TO STILES WITH 2 SCREWS AT ALL CENTER STILES AND 4 SCREWS AT END STILES. SHAFT q VARIES) OPENING HEIGHT MINUS 11" 2" X 6" WOOD JAMB 2" X U WOOD JAMB OR EQUIVALENT HORIZONTAL TRACK I COUNTERBALANCE 12" R OPTIONAL SPLICE IN HORIZONTAL TRACK AT TOP OF RADIUS D" 405964-0002 a7 046450-0003 36" 405964-0001 5" STANDARD TRACK DETAIL FOR 9' SCALE: 1/16" = 1" 72" may —68 II 1 2.093 VIEW "D -D" 2" TRACK 9 TRACK I 1.50 REF NIII I II 000 I I I 11 I D D II I I II 6 I I DETAIL "F" SCALE: 1/4 9' WIDE) APPROVED PRESSURE RATING CHART0D/GENIE EQUIVALENCY CHART OHD DOOR SERIES' No. GENIE- DOOR'. SERIES' No. ' "PAN THICKNESS SERfES 1:88" SERIES`.:`GDS300' ' 24GO. SERIES 1`89 SERIES'GDS30R 24 Go. SERIES 281 SERIES GDS200 25 Go. SERIES 288 SERIES. GOS500 25 Go. SERIES 381 SERIES GDS550 25 Go. VARIOUS HEIGHT DOORS. 5. EMBOSSMENT PATTERN OF 14.50 X 20-375 SHOWN. ALTERNATE PATTERNS OF 14.50' X 43.375, 12.50 X 20.375 AND 12.50 X 43.375 MAY BE USED. DOOR WITHOUT EMBOSSMENTS ALSO AVAILABLE. 6. TORSION SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS. BRACKET; PREF. P/N 405964-0002, ON 8' HIGH DOORS ONLY. 8. WINDOW MAY BE INSTALLED IN: THE TOP SECTION OR THE SECTION IMMEDIATELY BELOW THE TOP SECTION. ALTERNATE' WINDOW STRUT, CONFIGURATION - 1 HS2 ABOVE AND 1 HS2 BELOW WINDOW. FRAMES. 9. THE STRUT PLACEMENT ON DOORS CONSTRUCTED WITH 5 OR MORE SECTIONS MUST BE CONSISTENT WITH THE DOOR SHOWN. 10,.DOORS OVER 8' TALL ARE AVAILABLE AND REQUIRE COMMERCIAL TRACK. REFER TO DRAWING D-408352. 11- SEE OHD/GENIE EQUIVALENCY CHART FOR SERIES SELECTION :GUIDE. 12. JAMB DETAIL TO BE IN ACCORDANCE WITH DRAWING 409783. JAMB/SCAB BRACKET ATTACHING HARDWARE SHALL BE AS FOLLOWS: WOOD JAMB - 605574-0001 LAG SCREW, 5/16 X 1-3/4 CONCRETE BLOCK - RAWL LOCK BOLT, 5/16 X 1-1/2 EMBEDMENT 13. ATTACH STRUTS TO STILES WITH 2 SCREWS AT ALL CENTER STILES AND 4 SCREWS AT END STILES. SHAFT q VARIES) OPENING HEIGHT MINUS 11" 2" X 6" WOOD JAMB 2" X U WOOD JAMB OR EQUIVALENT HORIZONTAL TRACK I COUNTERBALANCE 12" R OPTIONAL SPLICE IN HORIZONTAL TRACK AT TOP OF RADIUS D" 405964-0002 a7 046450-0003 36" 405964-0001 5" STANDARD TRACK DETAIL FOR 9' SCALE: 1/16" = 1" 72" may —68 II 1 2.093 VIEW "D -D" 2" TRACK 9 TRACK I 1.50 REF NIII I II 000 I I I 11 I D D II I I II 6 I I DETAIL "F" SCALE: 1/4 9' WIDE) APPROVED PRESSURE RATING CHART DOOR WIDTH::' " 8' 7' b DEaIGN"I`PRESSURE v 55` '3 TEST PRESSURE 61.5 70.5 82.5. JAMB LOAD LBS FT 164 165 165 SPRING ANCHOR BRACKET HEADPLATE SHAFT BOTTOM FIXTURE WEATHERSEAI BOTTOM BAR SECTION "C -C" SCALE: 1/2 F - - F` C_. ..., CENTER STILE a P/N'S 408680-0001, -0002, -0003 FOR SERIES 188/189/281/381) P/N'S 408699-0001, -0002, -0003 FOR SERIES 288) 5 TYP 3 PLCS (( 1 10 7YP 2 PLCS OTO TEST MAX. 407605-0004 061166-0001 II' I IHaI ® III ®1l' I JAMB LOAD. PRESSURE PRESSURE DOOR 'WIDTH CENTER BRACKET AT STRUTS ROLLER TRACK` LBS/FT OF HEIGHT HARDWARE 407605-0003 PSF) FEET) STILES STILE JOINT GAGE AT DESIGN PRESSURE) 37 55.5 9' 3 SINGLE 00410'' 057" 167 STD. DESIGN TEST MAX. ROWS OF END ROLLER SHAFT VERTICAL JAMB LOAD. PRESSURE PRESSURE DOOR 'WIDTH CENTER BRACKET AT STRUTS ROLLER TRACK` LBS/FT OF HEIGHT HARDWARE PSF) PSF) FEET) STILES STILE JOINT GAGE AT DESIGN PRESSURE) 37 55.5 9' 3 SINGLE YES HS2 2" X 7/16" TR3 057" 167 STD. 0 7'-0" SHOWN) 8'-0" 10 MAX. HEIGHT i- 9'-0" MAX. WIDTH 2 10 TYP 2 PLCSce INTERIOR ELEVATION SCALE: 1/16"=1" uuEss°cSVEcmm THE DRAWING AND/OR TECHNICAL INFORMATION ON THIS OYIENSIONS ARE w wD1E5: TDUAuICREgHEl1D ' Op R REPROPERTY OFTHEPROPEOFOVERHEADINDOOR CORPORATION OOEaWl Nq.E MGIaS pf.q {.i,yp/ G OR ITS .SU890WIY AND 6 LOANED IN CONFIDENCE FOR OIMEHSIONS OPAI(ipi5 2 O ]o' ENGNEERING ANO MUTUAL ASSISTANCE PURPOSES ONLY. MATERUI: AND MAY NOF BE REPRODUCED OR USE TO MANUFACTURE _ 3 y ,imOr bwm.-ym mA llpq N/A ANY°1WG DISCLOSED HEREON WRHOUT THE EXPRESS ,, pPUED ,F411SH: UNR DFPERMISSONOFOVERHEADDOORMRPORATKINWHICHMAY - o•O owms-mf II K . Y r NON, F SEE NOTE 4 TOP FIXTURE HS STRUT END HINGE HS STRUT 1.875 THK. SECTION A -A" SCALE: 1/4 6q ) ll__ NAME DATE - DRAWING. TRLE: TTEXALLASXASAS' °""W" ` PE VESSELS 9/28/95 WINDLOAD, 180/280/381 37/55.5 PSF, 9'-0'/ MAX CHECKED BY: S. BOUCHER 10/19/95 SURE: APPROVED BY: DRAWN; NUMBER DDS 408.,750 . 4 S_ BOUCHER 10/19/95 ro f IV NOTES REVISIONS ltl'TER DESCRIPTION F--- REV ATE R-PER .EN J1 9 4 ' F .: REV,..PER'.EN...t:1B24' ' - 2.343 085. MIN 2.25 LENGTH = DOOR WIDTH - 1- 099 099 THK .068 THK. t2 0 0 o T2. 062 HROW i o 0 0 otL3.560 T O_ 2.687 o 0 1.88 f 0 0 0 O o IF 4.72 I---— 2.406 I I ' 62 MIN. THK. t 2.437 O 409808-0001 TOP FIXTURE 2.281 000 3.187 0 0 oho 057 MIN 470 O 407603-0001, CENTER HINGE 2.281 H" 070 MIN 000 3.187 Q 0 0 O 407605—XXXX, END, HINGE PART NUMBER "H" 407605-0002 85 407605-0003 1.10 407605-0004 1.35 407605-0005 1.60 O 405771—XXXX BOT. FIXTURE 1.383 836 1.000 0° 0 085 MIN 1.109 o o 0 I STRUT 2.250 052I O 405742-0001, BRACKET ROLLER SHAFT 5.125 --{ 44 DIA REF I-- 1.18 DIA REF 47 I -- D 061166-0002, ROLLER ASSY TR -3 7.562 ---{ REF III-- 47 ---1 Efl 1.81 DIA REF T 44 DIA REF r 11 061166-0001:- ROLLER --ASSY- TR— O 400650—XXXX, ROLLED HS STRUT ROLLED HS STRUT CHART PART NUMBER I MIN. THK. I STRUT 400650-0002 052I HS -2 1.858 O O 2.500 Q 108 MIN -4-- O' 405964 & 046450, BRACKET SCAB PART. NUMBER "L" 405964-0001 3.25 046450-0003 4.00 END STILE P/N 409518-0001, -0002, -0003 ND CENTER STILE a 408680-0001, -0002, -0003 ERIES 188/189/281/381) P/N 605911-0001 SECTION "B-8" O 409334-0001, SLIDE LOCK ASSY (OPT. 4.370 --{ I I ---- j-1.858 o o O 2.375 EO 108 MIN -- O _4.05964-0002. BRACKET. SCAB JOINT EL STRUT O NANEUNLESS07HERWISESPECIFIED .. 7HE DRAWING ANO/ OR TECHNICAL INFORMATION ON THIS D.D410N5 ARE N WCHES:TWERNX13 ON SHEET 5 THE PROPERTY OF OVERHEAD DOOR CORPORATION OELAML I Nr AES OR TTS SU8SIDNRY AND IS LOANED IN CONFIDENCE FOR OWOmONS PAUETFTa P ]D' ENGNEERNO AND MUTUAL ASSISTANCE PURPOSES ONLY. - 37/55.5 PSF, 9'-O'/MAX N/AANDMAYNOTBEREPRODUCEDORUSEDTOMANUFACRIREfyPED. a. m.-mT RIMCMNS ANYITRNG 05CLOSM HEREON WFIMUF THE EXPRESS 0-40895 OPERADSSIpIOFOVERHEADDOORCORPORATIONWHICHMAYOAI -T Tn.Ll.o./.os. MATERIAL APPLIED FLASH: NnNc D OpOq NANE DATE ORAWNG TITLE ...: TEXAS DRAWN BY PE VESSELS 9/29/95 WINDLOAD, 180/280 381 , umya 37/55.5 PSF, 9'-O'/MAX N/A S BOUCHER 10/19/95 0-40895 O UNIT OF MEASURE: Fano MPROYED TR: s .ani tcuFra Tn.Ll.o./.os. L__ MAY 0 2 2011 CITY OF SANFORD BUILDING & FIRE PREVENTION BY: PERMIT APPLICATION Application No: "' u -P - Documented Construction Value: $ 5 Job Address: 31 tOf V1 U16) C rL to Historic District: Yes 11 No Parcel ID: 30 S S p - DODO s- do C Zoning: Description of Work: e t J _ Plan Review Contact Person: l hn h ' lam Title: e. 'I Phone: CD 3 0 3 Fax: 9a`l- 4q9- - 1q4(-0 E-mail: JI--rl aL4 ILJ3 l I O{tvo Cora i- Property Owner Information I' Q Name Una air .6t'AtS - LLC Phone: 111Q D Street: 1 S S S Z) (WjC e_ Resident of property? City, State Zip: fteanjluod 3 ¢ C Contractor Information Name Sit t S l Phone.']) L" t4.9q - I T)O Street: tsSS L-k-m4W4_ie_ Fax: -70-1 - L, q q.- L I q-4 City, State Zip:Cke Cc ( weer State License No.: C - J 1 ?t UP Architect/Engineer Information I Name: ke-, i C S Phone: a 9 ' - i t 0 -X street: Abg i4f_ CU0.d 1390 Fax: I dr - City, St, Zip: C,CA;rU t , 3 5 I E-mail:. ! ldl_ ' a 1(1C . Cu Bonding Company: Address: iMortgage Lender: Address: PERMIT.LhIEOI NIATION Building Permit tt {, Square Footage: 1 6 L Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone. (Sp -e- otbkj .Q Electrical 2- Plumbing Er - NeNr Sei-vice -- No. rpt A 1'S: ')Ck' xt ry 'os:y' rictioaa -No. q #`'are. orlinkle iAl arm C. i t'l£CIYaaIiL'al i%+_r to/c,et rc uu,.; f:t n:; 4,.rin) of fixtures: No. ori heads: 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 vvaall when the executed contract is submitted, credit willMd to your permit fees when the permit is see '7 Sienat Owner/Agent's Name Owncr/Agent is t/ Pt rson Ily Krwu n to Me or Pvoclucc(f It) _ 'Type of ID APPROVALS-. "ZONING: t.A(JTILITIES: I`NGIN(E - 9 1_/'II FIR1-: 9 COMMENTS: r Signaturf t Date V Print Contractor/Agent's Name f . i Signature of Notary -State of Plonda Date kAN STEPHANIE FARMER A Commission # EE 056483 sv- Expires February 15, 2015 la,; W.W Tfw Troy Fan I. 800-385-7019 Contractor/Agent is Personally Known tome or ProducedID Type of ID WASTE WATER: BUILDING: R Darc STEPHANIE FARMER Commission # EE 056483 Expires February 15, 2015 Bonded Tbm Troy Fain Insurance 800315-7019 Owncr/Agent is t/ Pt rson Ily Krwu n to Me or Pvoclucc(f It) _ 'Type of ID APPROVALS-. "ZONING: t.A(JTILITIES: I`NGIN(E - 9 1_/'II FIR1-: 9 COMMENTS: r Signaturf t Date V Print Contractor/Agent's Name f . i Signature of Notary -State of Plonda Date kAN STEPHANIE FARMER A Commission # EE 056483 sv- Expires February 15, 2015 la,; W.W Tfw Troy Fan I. 800-385-7019 Contractor/Agent is Personally Known tome or ProducedID Type of ID WASTE WATER: BUILDING: R 9 1 o City of Sanford Planning and Development Services 877—,, Engineering — Floodplain Management Flood Zone Determination Request Form` Name: John Lively Firm: Lennar Homes LLC Address: 1550 Lightware Drive, Suite 210 City: Clearwater State: FL Zip Code: 33760 Phone: 813-476-0363 Fax: 727-479-1746 Email: Hively713 yahoo.com Property Address: 3160 Retreat View Circle Property Owner: Lennar Homes LLC Parcel identification Number: 32-19-30-5SP-0000-0070 Phone Number: 727-479-1700 Email The > rea n for the flood plain determination is: OPNew structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) d OFFIIAL USE®NI.Y. ry "k,. ;m Flood Zone:_ Base Flood Elevation: Np. Datum: apt FIRM Panel Number: I -La 7—ci c.o F Map Date: 9 • -L8. 0.7 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: v Ioodplain floodway The structure is in the: floodplain floodway 9 The structure is not in the:floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: I.13? Reviewed b 10 Date: S • y . T:\Engr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc 7'H DRFICEll nil D MAY 0 2 2011 CITY OF SANFORD BUILDING & FIRE PREVENTION. PERMIT APPLICATION Application No:. 11,— 13-1 Documented Construction Value: q q Job Address: Historic District: Yes'[] No Parcel ID: C) S p = 0 003 — bo 7 b Zoning: Description of Work: !V 4.\K) MuJ&_rs(jw U.3qkDWe Plan. Review Contact Person: jo\h Title: -1 J Phone: Fax: 1)q 499- 1' [' E-mail: XrVLL4alt 3 Property Owner Information Name al( L L C Phone: OC) Street: U(W(e_ J Resident of property? j, City, State Zip: pa-wo)j Contractor Information Name Skut_ SK' , Phone: t4r] 1, C)' Street- ISss C)-%-V4WCwe_ Fax: J Q 1 4 q q_ qkp City, State Zip-cAe ", W-o(Aec Ft 3 3,A C) State License NO.: Co"51 MAP Architect/Engineer Information Name: SNI Phone: q OQ9 - qqV1 - q4 -ab Y_ CA Street: LQqoq !ltru-c(cle Fax: Idul- City, St, Zip: U&T E-mail:, Ccaujutv P) 4 j6kr_q4,-j I Bonding Company: Address: 1; uilding -Permit Square Footage: No. of Dwelling Units: Electrical 0' Nev,, Service -- No. of Mortgage Lender: Address: PER.MITINFORMATION Construction Type: Flood Zotie: Plumbing ler No. of Stories: NI Cowqb,tictioa -- No. of Fixtures: tl'ire Si_)rit?.1k1eR-/Alarni 11 No. of lie.ids: 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 1 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 construct' nTe--7, the executed contract is submitted, credit will e ap lied to your permit fees when the Permit is ; S1 Owner%Agent's Name STEPHANIE FARMER Dale Commission # EE 056483 Expires February 15, 2015 Boded Thru Troy Fain Insurance 600-N5-1019 Owner/Agent is P {rsonally-Kivau,n to Me or 1'ruciucad I D _ fype of 1D APPROVALS: ZONING: COMMENTS: I ENGINI FRING: 17h/ Date A V ,. Print Contractor/Agent's Name Ji i q1txi Signature of Notary -State of Florida Date STEPHANIE FARMER 4 Commission # EE 056483 Expires February 15, 2015 p. r",, Borded Trlvu Trvy Fign k%Wr e00 385-1019 Contractor/Agent is V Personally Known to-bde or Produced ID Type of ID UTILITIES: '3 / WASTE WATER.- FIR1 : BUILDING: l LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, LongwoodSanford, Seminole County, Winter Springs Date: I hereby name and appoint: J3(\ an agent of: Name of Company) to be my lawful attorney- in fact to act for me to apply for, receipt for, sign for and do all thingst necessary to this appointment for (check only one option): All permits and applications submitted by this contractor The specific permit and application for work located at: 3/(P0 ktfrectyi cW Cir(_tZ Street Address) Expiration Date for This Limited Power of Attorney: cI j License Holder Name: k tye_ smkk l State License Number: ` C C J I Signature of License Holder: STATE,OF.FLORIDA COUNTY 4T_n,.11C.5 7 The foregoing instrument was acknowledged before me this ( day of 20`L(,„by S,eyt Sm i ih who is ? petsonally known Mme or ? who has produced _as identification and who did (did not) take an oath. i— Signa ire Notary Seal) -c—u L Print or type name STEN JANIE FARMER f rimissinn # EE 056483 a , ` Ezpirps February 15, 2015 2ordeG hru Troy Fain Insurance 100-385-7019 Rev. 3/27/07) Notary Public - State of Commission No. Nly Commission Expires: 7 OFFICE -sPERMIT ## (3 FORM 110OA-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name:'Vl Q -S - 0 Bu'Jder Name: LENNAR HOMES Street: 3( Q i'et View krc(, ' Permit, Office: City, State, Zip; FL, Permit Number:/.. 13 T Owner: -- 1 Jurisdiction: Design Location: F[, O-Crldo 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=11.0 732.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 696.11 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent 13=11.0 303.33 ft' 4. Number of Bedrooms 3 d. WA R- ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft') 1441 a. Under Attic (Vented) R=30.0 889.00 ft' b. WA R- ft' 7. Windows Description Area c. NIA R- ft' a. U -Factor. Dbl, U=0.60 122.46 ft' Ducts SHGC: SHGC=0.32 a. a. Sup: Attic Ret:Attic AH: Interior Sup. R= 8, 354 ft' b. U -Factor. Sgl, default 93.33 ft' SHGC: Clear, default 12. Cooling systems c. U -Factor. WA ft' a. Central Unit Cap: 41.5 kBtumr SHGC: SEER: 15 d. U -Factor. NIA ft' 13. Heating systems SHGC: a. Electric Heat Pump Cap: 41.5 kBtu/hr e. U -Factor. WA ft' HSPF:8.2 SHGC: 14. Hot water systems S. Floor Types Insulation Area a. Eiectric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 618.00 ft' EF: 0.9 b. Floor over Garage R=11.0 271.00 ft' b. Conservation features c. NIA R= ft' None 15. Credits Pstat Total As -Built Modified Loads: 29.51 PASScSGlass/Floor Area: 0.150 Total Baseline Loads: 38.06 r I hereby certify that the plans and specifications covered by Review of the plans and 04. LH8 g1'q this catculatlon are In compliance with the Florida Energy specifications covered by this OA, 3y'r Code. calculation indicates compliance with the Florida Energy Code. am PREPARED BY:Before construction is completed DATE: this building will be inspected forjrcompliancewithSection553.908 - A I hereby certify that thisbuildin s desl a is 1 pliance Florida Statutes. with the Florida Energy Code Up W OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certificati by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -se ed in accordance with N1110.A.3. 8125/2010 9:57 AM EnergyGauge® USA - FlaRe32008 Page 1 of 5 FORM 110OA-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Projed Name: Builder Name: LENNAR HOMES Street: 3(QC) C e cd V t ' Permit Office: City, State, Zlp: FL, S VHF Permit Number. Owner: nQ00 Jurisdiction: Design Location: -f -mo 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi -family 9. Frame - Wood, Exterior R=11.0 732.00 ft' b. Concrete Block' -int Insul, Exterior R=4.1 696.11 ft' 3. Number of units. if multiple family 1 c. Frame - Wood, Adjacent R=11.0 303.33 ft' 4. Number of Bedrooms 3 d. WA R- ft' 5. Is this a worst case? No 10, Ceiling Types Insulation Area 6. Conditioned floor area (ft') 1441 a. Under Attic (Vented) R-30.0 889.00 ft° b. NIA R= ft' 7. Windows Description Area a NIA Ra ft' a. U -Factor. Dbl, U=0.60 122.48 W SHGC: SHGC.32 11. Duds b. U -Factor. Sgl, default 93.33 fl' a. Sup: Attic Rat Attic AH: Interior Sup. R= 8, 354 ft' SHGC: Clear, default 12. Cooling systems c. U -Factor. WA ft' a. Central Unit Cap: 41.5 kBtwhr SHGC: SEER: 1.5 d. U -Factor. NIA ft' 13. Heating systems SHGC: a. Electric Heat Pump Cap: 41.5 kBtwbr e. U -Factor. WA ft' HSPF:8.2 SHGC: 14. Hot water systems 8. Floor Types insulation Area a. Electric Cap: 50 gallons a. Sla"n-Grade Edge Insulation R=0.0 618.00 ft' EF: 0.9 b. Floor over Garage R=11.0 271.00 W b. Conservation features c. NIA R= ft' None 15. Credits Pstat Total As -Built Modified Loads: 29.51 A c/ 7Glass/Floor Area: 0.150 PASSSTotalBaselineLoads: 38.06 I hereby certify that the plans and specifications covered by Review of the plans and 04 ik18 s?'q this,calculation are In compliance with the Florida Energy specificatlons covered by this Ovp Code. calculation indicates compliance v OwiththeFloridaEnergyCode. n PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 fr I hereby certify that this building, asd i pliance Florida Statutes.0 with the Florida Energy Code. QD tiv8 S' OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certificatlol by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with N1110.A-3. 6/25/2010 9:57 AM EnergyGauge® USA - RaRss2008 Page 1 of 5 lugs Islas THIS INSTRUMENT PR ABED BY. MARYME NNW, CLERK OF CIRCUIT CMT Name:-LCo', - Address: StlltC WAINGLE COLK" 3 o ID SEMIIJOLE CQUNI Y 8K 07569 Pg 0179; (Ipq) State of Florida 1tO'""T"" ""O1 CLERK9 S # 201 1049225 RECORDED 05/10/2011 04:09x29 PH RECDRDINS FEES 10.00 NOTICE OF COMMENCEMENI AV T Smith G Parmit NumhRr Parcel ID Number (PIDI 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 PROPERTIY Legal' description of the property and street address if available) -(v&4 .P } n u t(e5 4'k,+ MIN, inot 001"C', Ill) 6-4`7 P -L 3XI91 GENERAL DESCRIPTION OF IMPROVEMENT: OWNER INFORMATION CONTRACTOR 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), F pda.Statute L f,, + C I l Name and address: 11-f V e (tel 1 C 1 1] s r l U QYII wave- br.: . ILI f e Qi,) In addition to himself, Owner Designates of To receive a copy of the Lienofs 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. STATE OF FLORIDA COUNTY OF SEMINOLE OWNERS SIGNATURE OWNERS PRINTED NAME NOTE: Per Florida Statute 713.13(1) (g), 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 Ip/lrl 20/ by S eVe 13(YI l ) Who is personally known to me X_ Name of person making statement OR who has produced identification _ type of identification produced VERIFICATION PURSUANT TO SECTION 52.525, FLORIDA STATUTES. r' UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT CjOQ ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF. SIGNATURE OF NATURAL PERSON SIGNING ABOVE STEPHANIE FAMR Commission S EE 056483( i P Expires February 15, 2015 Onded Thu Puy Fan IFr NXl-3AS7Qt9 v>AI 't of G COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 11100001 BUILDING APPLICATION #: 11-10000121 BUILDING PERMIT NUMBER: 11-10000121 DATE: April 11, 2011 (/ UNIT ADDRESS: RETREAT VIEW CIR 3160 32-19-30-5SP-0000-0070 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: LENNAR HOMES LLC ADDRESS: 15550 LIGHTWAVE DR, SUITE 210 CLEARWATER FL 33760 LAND USE: TOWNHOME TYPE'USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3160 RETREAT VIEW CIR/ LOT 7 TOWNHOME FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* .00 .000 dwl unit .00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Multifamily 2,450.00 1.000 dwl unit 2,450.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT UE 2,883.00 STATEMENT RECEIVED BY:'-Q ( j,/J•C (""'[ SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THS REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDERAND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION P7 Documented Construction Value: $ %s y vU Application No: Job Address: _, .3 6 © h Historic District: Yes 11 No Parcel ID: Zoning: Description of "Nork: Plan Review G:ntact Person: Phone: Fax: E-mail: Title: Property Owner Information Name : ,1 ,, Phone: V 9 700 Street: Resident of property? City, State Zip: >. 1c 22764 Contractor Information Name:/ (f'/L1 / Phone: S : 3i1! L Fax: '- O 7 72 V 0 Street: City, State Zip: Oz iZ %-G ' State License No.:%-7/ LI Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage.: — Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical l New Service - No. of AMPS: Mechanical Cl (Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: SigWVe( U re?of / ent Date Print Con actor/ gent's Name 7 / / avi ienature o Notarv-S ate of Florida Date KRISTYN S WELCH MY COMMISSION # DD845564 EXPIRES January 05, 2013 rgpiii`• 40i 393-0152 FloridallotaryService.com Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: SupplyPro: Order Management Home Orders Reports I Manager Order Management Orders To Do Order Received This order has 1 Reschedule Alert(s) To Do Pending Approval Complete Transmitted Orders List Supplier's Order Number: Show lobs With Active Orders Task Filter: Day Calendar Task: Requested Start Date: Acknowledged Start Date: Actual Start Date: Note to Builder: Page 1 of 1 Monday, July 18, 2011 SOUTHEAST WIRING SOLUTION, INC. System Admin Sign Out Help Lennar Family of Builders - USH Orlando 16300-4219261 Order Type: Builder's Account Number: Alerts Builder's Order Number: Unread Notes 11-1376 View Printable 7054600007 - 3160 Retreat View Circle Builder Status: Cancellations 80.00 $80.00 Reschedules Job: Change Orders Job Start Date: Over Shipped Orders 7054600007 - 3160 Retreat View Circle Pending Back Charges Detail Notes Completed Back Charges Job Address Cancelled Back Charges 0.40 $1.20 Pending Reschedule(s) 3160 Retreat View Circle Contact Information: Sanford, FL 32771 Pending Change Order(S) 407) 832-0246 anthonv desimoneCallennar.com Plan / Elevation / Swing: Manual Order Entry 1415 / AE / R Order Search Subdivision / Phase: Twin Lakes TH-705460 / Phase 0 Builder Complete Lot/ Block: Cleanup 0007 / Not Available Transmitted Orders List Supplier's Order Number: Show lobs With Active Orders Task Filter: Day Calendar Task: Requested Start Date: Acknowledged Start Date: Actual Start Date: Note to Builder: Page 1 of 1 Monday, July 18, 2011 SOUTHEAST WIRING SOLUTION, INC. System Admin Sign Out Help Lennar Family of Builders - USH Orlando 16300-4219261 Order Type: PurchaseOrder View Schedule 13894990-000 Order Status: Accepted View Documents Permit Number: 11-1376 View Printable 7054600007 - 3160 Retreat View Circle View BuildPro Format 5/13/2011 80.00 $80.00 History Change Requests Options Billing Information Shipping Information Twin Lakes TH-705460 7054600007 - 3160 Retreat View Circle 15550 Lightwave Drive 3160 Retreat View Circle Suite 210 Sanford, FL 32771 Clearwater, FL 33760 0.40 $1.20 2 Contact Information: Contact Information: Chris Westhelle, [OLH-CM] 555) 555-5555 407) 832-0246 anthonv desimoneCallennar.com Chris.Westlielle@Lennar.com Supplier Information Update Supplier„Info Detail T -Security System -Rough [4219261 - 13894990-000] [OP] 7/5/2011 End Date: 7/7/2011 7/5/201 1 End Date: 7/7/2011 7/5/2011 It CD End Date: 7/7/2011'” € G) e CC Me on Acknowledgement SKU Description CONTRACT FW02A10950 -LOW VOLTAGE PERMIT CONTRACT FW57AO1068 -MASTER CONTROL PANEL PREWIRELABOR & MATERIAL 80% CONTRACT FW57AO1118 -KEYPAD PREWIRELABOR & MATERIAL 80% CONTRACT FW57AO1268 -INDOOR SOUNDER PREWIRELA60R & MATERIAL 80% CONTRACT FW57AO141B-DOOR CONTACTS PREWIRELABOR & MATERIAL 80% CONTRACT FW57AO1468-WINDOW CONTACTS PREWIRELABOR & MATERIAL 80% 0 - Indicates a Required field Home I Sign Out Copyright © 2000 Hyphen Solutions, Ltd. All Rights Reserved. SID: SBCWeb03 Order Ship Received Remaining Unit Total Price 1 0 0 j ' 64.00 $64.00 1 0 0 1 a 80.00 $80.00 1 0 0 1___ ........, 9 4.00 $4.00 1 0 0 . 4.00 $4.00 3 0 0 3_'._ .. w 0 0.40 $1.20 2 0 0..27,_,.. 0.40 $0.80 Subtotal: $154.00 Tax: $0.00 Total: $154.00 Select an action — I Execute;; Rescheduling Order will not complete the order. https://www.hyphensolutions. comIMH2SUPPLY1OrderslOrderDetail.asp?order%5Fid=3 3... 7/18/2011 r ` _ EI'S j MAY 2 O 2011 CITY OF SANFORD a B ILDING & FIRE PREVENTION PERMIT APPLICATION Application No: -7 Documented Construction Value: Job Address: I , Lo0 ef C V { P `Y1.1 Historic District: Yes 11. No Lz t Parcel ID• Zoning: NISJ` Description of Work:lV Q Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner InformationJ NamePhone: Street: City, State Zip: Resident of property? Contractor Information - 4NameDEL. -AIR HEATING 8., AIR CON'A Phone: 1 1- J y O() 531 CfsDI;;CQ WAY Fax: q0-7 :6S J 3Street: SAA, scop. 32771 v City, State Zip: State License No.: cAC-032^43 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT; IN'P;ORMATION Building Permit Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical New Service — No. of AMPS: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: 6 3,5 -el 1 -o/ -a Application is hereby made to obtain a' permit to do the 'work 'and installations as indicated. I certify that no work or installation -has commencedprior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating cot structioif 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 charge 'exceed the documented dit. wconstructionvaluewhentheexecutedcontractissubmitted, creill be..applie /i!%' r permit fees when the permit is released. _1`1 / f Signature of Owner/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: ENGINEERING: COMMENTS: Rev 11.08 1, gV5trre of Coo6actor/Agent Date 0 FOdt`&nti- cior/Agent's Nam OLLSignature of Notary -State of Florida Date RAY .P*, MIRINDA C. TURNER M°( COMMISSION M SE 080798 0. EXPIRES: June 14, 2015 Rf h ` Bonded Thru Notary Publlo underwriters Contractor/Agent is personally Known to Me or Produced ID Type of ID UTILITIES: 1'7 WASTE WATER: BUILDING: 2/14/2011 1.0:24 AM Del Air Heating A/C & Refrigeration 593918 Lennar Corporation Tampa Regional Operations Center Schedule B Central FL Page 3 of 11 FW521-14151 LS 966.0000 966.0000 0.00% HVAGROUGH LABOR PLAN 1415 RE2 5/26/2010 *12/31/2010 1.00 0.25FW521-14152 LS 966.0000 966.0000 0.00% HVAC FINAL LABOR PLAN 1415 RE2 5/26/2010 12/31/2010 1.00 0.75 FW52M14151 LS 2187.1700 2187.1700 0.00% HVAC ROUGH MATERIAL PLAN 1415.-.,RE2 5/26/2010 12/31/2010 1.00 0.25 FW52M14152 LS 2187.1700 2187.1700 0.00% HVAC FINAL MATERIAL PLAN 1415 RE2 5/26/2010 12/31/2010 1.00 0.40FW521-14931 LS 864.0000 864.0000 0.00% HVAC ROUGH LABOR PLAN 1493 RE2 5/26/2010 12/31/2010 1.00 0.60FW521-14932 LS 864.0000 864.0000 0.00% HVAC FINAL LABOR PLAN 1493 RE2 5/26/2010 12/31/2010 1.00 0.75 FW52M14931 LS 1615.1700 1615.1700 0.00% HVAC ROUGH MATERIAL PLAN 1493 RE2 5/26/2010 12/31/2010 1.00 0.25 FW52M14932 LS 1615.1700 1615.1700 0.00% HVAC FINAL MATERIAL PLAN 1493 RE2 5/26/2010 12/31/2010 1.00 0.75 FW521-15011 LS 738.0000 738.0000 0.00% HVAC ROUGH LABOR PLAN 1501 RE2 5/26/2010 12/31/2010 1.00 0.25FW521-15012 LS 738.0000 738.0000 0.00% HVAC FINAL LABOR PLAN 1501 RE2 5/26/2010 12/31/2010 1.00 0.75FW52M15011LS1585.1700 1585.1700 0.00% HVAC ROUGH MATERIAL PLAN 1501 RE2 5/26/2010 12/31/2010 1.00 0.25 FW52M15012 LS 1585.1700 1585.1700 0.00% HVAC FINAL MATERIAL PLAN 1501 RE2 5/26/2010 12/31/2010 1.00 0.75FW52T15011EA3649.0000 3649.0000 0.00% HVAC ROUGH PLAN 1501 RE2 8/28/2009 12/31/2010 1.00 0.25FW52T15011EA3649.0000 3649.0000 0.00% HVAC ROUGH PLAN 1501 SPI 8/28/2009 12/31/2010 1.00 0.75FW52T15012EA3649.0000 3649.0000 0.00% HVAC TRIM PLAN 1501 RE2 8/28/2009 12/31/2010 1.00 0.25 FW52T15012 EA 3649.0000 3649.0000 0.00% HVAC TRIM PLAN 1501 SP1 8/28/2009 12/31/2010 1.00 0.75 FW521-15151 LS 976.0000 976.0000 0.00% HVAC ROUGH LABOR PLAN 1515 RE2 5/14/2010 12/31/2010 1.00 0.25 FW52L15152 LS 976.0000 976.0000 0.00% HVAC FINAL LABOR PLAN 1515 RE2 5/14/2010 12/31/2010 1.00 0.75FW52M15151LS1109.0000 1109.0000 0.00% HVAC ROUGH MATERIAL PLAN 1515 RE2 5/14/2010 12/31/2010 1.00 0.25FW52M15152LS1109.0000 1109.0000 0.00% HVAC FINAL MATERIAL PLAN 1515 RE2 5/14/2010 12/31/2010 1.00 0.75FW52T15151EA3665.0000 3665.0000 0.00% HVAC ROUGH PLAN 1515 RE2 6/9/2009 12/31/2010 1.00 0.25FW52T15151EA3665.0000 3665.0000 0.00% HVAC ROUGH PLAN 1515 TM1 6/23/2009 12/31/2010 1.00 0.75FW52T15152EA3665.0000 3665.0000 0.00% HVAC TRIM PLAN 1515 RE2 6/9/2009 12/31/2010 1.00 0.25 FW52T15152 EA 3665.0000 3665.0000 0.00% HVAC TRIM PLAN 1515 TM1 6/23/2009 12/31/2010 1.00 0.75 FW52L15281 LS 970.0000 970.0000 0.00% HVAC ROUGH LABOR PLAN 1528 RE2 5/14/2010 12/31/2010 1.00 0.25 FW521-15282 LS 970.0000 970.0000 0.00% HVAC FINAL LABOR PLAN 1528 RE2 5/14/2010 12/31/2010 1.00 0.75 FW52M15281 LS 1103.0000 1103.0000 0.00% HVAC ROUGH MATERIAL PLAN 1528 RE2 5/14/2010 12/31/2010 1.00 0.25FW52M15282LS1103.0000 1103.0000 0.00% HVAC FINAL MATERIAL PLAN 1528 RE2 5/14/2010 12/31/2010 1.00 0.75FW521-15521 LS 922.8375 922.8375 0.00% HVAC ROUGH LABOR PLAN 1552 RE2 5/14/2010 12/31/2010 1.00 0.25 FW521-15522 LS 922.8375 922.8375 0.00% HVAC FINAL LABOR PLAN 1552 RE2 5/14/2010 12/31/2010 1.00 0.75 FW52M15521 LS 1127.9125 1127.9125 0.00% HVAC ROUGH MATERIAL PLAN 1552 RE2 5/14/2010 12/31/2010 1.00 0.25 FW52M15522 LS 1127.9125 1127.9125 0,00% HVAC FINAL MATERIAL PLAN 1552 RE2 5/14/2010 12/31/2010 1.00 0.75 FW52L15731 LS 902.0000 902.0000 0.00% HVAC ROUGH LABOR PLAN 1573 RE2 5/14/2010 12/31/2010 1.00 0.25FW521-15732 LS 902.0000 902.0000 0.00% HVAC FINAL LABOR PLAN 1573 RE2 5/14/2010 12/31/2010 1.00 0.75FW52M15731LS1026.0000 1026.0000 0.00% HVAC ROUGH MATERIAL PLAN 1573 RE2 5/14/2010 12/31/2010 1.00 0.25FW52M15732LS1026.0000 1026.0000 0.00% HVAC FINAL MATERIAL PLAN 1573 RE2 5/14/2010 12/31/2010 1.00 0.75 Building Partner Date Lennar Authorized Signature Date CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: It - (3') U Documented Construction Value: $ Job Address:`\FokQ,i.-}_ 1 L;,._cC « :" . Historic,District: Yes No ° Parcel ID: 3 '—.1- 30 - s P - 60' 76II Zoning: ic1 o c. Description of Work: ('s ,9_V6 C& -\_SA ch ut-_ Plan Review Contact Person: l _yk' Title: Phone:. -N Fax: E-mail: Propertv-Owner Information Name Phone: LENNAR HOMES, LLC — Street: 15550 LIGHTWAVE DR., SUITE 210 Resident of property? CLEARWATER, FL 33760 _ p p Ty? iQt` City, State Zip: (727) 479-1741 uoniractor Information Name rst ualityy, Phone: , UMBING; — 3 E ciO l Street: 746 North Volusia Avenue _ Fax: 1S 0 Cl IL ,C City, State Zip P.O. Box 740106 State License No.: Orange City, FL 32774-0106 1-V111LVVU"19,neer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit Square Footage: l i' Construction Type: ( ' Z No. of Stones: No. of Dwelling Units: Flood Zone: Electrical Plumbing .0-- New 0- New Service- No. of AMPS: New Construction - No. of Fixtures: 17 Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: 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 maybe 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 ofthe 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. of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: SignatureContractor/Agent - M A Y I p ni l 0. t w ' l•A%Q Print Contractor/, gent's Name Signature of Notary -State of Florida Date 1•••°NSANDRA M. LAUSIER MY COMMISSION If DD 978444 ro' EXPIRES: July 2, 2014 pf hV Bonded Thru Notary Public Underwriters Contractor/Agent is Personally Known to'Me or Produced ID Type of ID WASTE WATER: BUILDING: f I 4 C®®® OF LIABILITY INSURANCE oPID .i . TE (MMr__EACERTIFICATE 05/1/ DDIYYYY) 8/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES'NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED. BY THE POLICIES - BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THElCERTIFICATE HOLDER. IMPORTANT: If the cert) icate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the Policy, certain,:policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ` PRODUCER -UUN I Ak, I' NAME: Aileen Vega Sihle Insurance, Group /DEL 5 PAH/C,No,Exi: 386-736-6444 ; (AIC, No): 386-736-677 ADDRESS: av6ga@sihle.com1300SWOODLANDBLVD DELAND FL 32720 Phone:386-736-6444 Fax:386-73676772 CUSTOMERID#: FIRST44 INSURER(S)AFFORDING COVERAGE NAIC# INSURED Firstualit Plumbing & p g Irrigation, Inc. Gary Wayne 'Evers License number: CFC050566 INSURERA: State Auto Insurance Company 000856 INSURER B: Bridqefield Casualty Ins. Co. . INSURER C: INSURER D: 746 N Volusia Ave Orange City FL 32763 INSURER E: INSURER F PURE MISES'(Eaoccurrence) $ 100000 i COVERAGES I -r -KI lFn.Alt NUMlitK' RFVICIr1N NI IMRFR THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE: BEEN. ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IINSRLTR' TYPE OF INSURANCE ,... INSR WVD POLICY NUMBER POLICY MM/DDIYEFF MMIDD/YYYY) LIMITS - GENERAL LIABILITY - EACH OCCURRENCE $ 1000000 A X COMMERCIAL GENERAL LIABILITYPBP2298600 CLAIMS -MADE a OCCUR 01/01/11 01/01/12 PURE MISES'(Eaoccurrence) $ 100000 MED EXP (Anyone person) $ 5000 X contractual BLNKT ADDIL INSRD CG2033 PERSONAL &'ADV INJURY $ 1000000 GENERAL AGGREGATE s2000000 GEN'LAGGREGATE LIMIT APPLIES PER : PRODUCTS..COMP/OPAGG $2000000 PROPOLICYXPRO LOC A AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED AUTOS BAP2139078 01/01/11 01/01/12 COMBINED SINGLE LIMIT' $ 1000000Eaaccident) BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ - SCHEDULED AUTOS_' PROPERTY DAMAGE' $ Per, accident) _ X HIRED AUTOS _ X, NON-OWNEDAUTOS A X UMBRELLALIAB X OCCUR P13P2298600 01/01/11 01/01/12 EACH OCCURRENCE $ 1000000 EXCESS LIAB. CLAIMS -MADE AGGREGATE, $ 10.00000' DEDUCTIBLE - RETENTION $ 0- WORKERSCOMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? A t 083033735 - BLNKT WAIVER OF SUBROGATI 03/13%11 03/13/13 X W ATU- }{ TH- TORY LIMITS ER E. L. EACH ACCIDENT -- $ 1000000 - Mandatory in NH) - If yes, describe under E.L. DISEASE -:EA EMPLOYEE $ 1000000.,.. E.L.DISEASEE- POLICY LIMIT $ 1000000DESCRIPTIONOFOPERATIONSbelow A Equipment Floater PBP2298600 0l/0l/11 01/01/12 leased 40;000 or rented DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Plumbing Contractor- residential and commercial SHOULD ANY OF THE ABOVE DESCRIBED POLICIES -BE CANCELLED BEFORE CITY SA THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED INCITYOFSANFORDACCORDANCEWITHTHEPOLICYPROVISIONS. 407-330-5677 300 N. PARK AVE AUTHORIZED REPRESENTATIVE P..O.BOX 1788, SANFORD FL 32772 ORPORATION. All rights reserved. AL Umu zo izuUtiluti The ACORD name and logo are registered marks of ACORD Fst Qualityu N ` LUMBIN March 22. 2010 746 NORTH VOLUSIA AVE ORANGE CITY, FL. 32763 TEL: (386) 775-0909 FAX : (386) 775-0918 LENNAR HOMES, INC. ATTENTION: PURCHASING REFERENCE: A UNIT (44 15) (TWIN LAKES) FIRST QUALITY PLUMBING PROPOSES TO FURNISH THE PIPING MATERIALS AND LABOR NECESSARY TO COMPLETE THE ABOVE REFERENCED JOB. PLEASE NOTE THE FOLLOWING JOB QUALIFICATIONS: 20' OF 3034 SEWER LINE FROM HOUSE TO TAP (TAP NOT DEEPER THAN 4') 20' OF SCH 40 WATER SERVICE PIPING FROM HOUSE TO METER. A/C CHASES 3034 PVC. ALL SANITARY PIPING TO BE DWV PVC. ALL WATER, PIPING TO BE CPUC. WORK SCOPE BASED ON CURRENT STANDARD MECHANICAL CODE. ALL FIXTURE COLORS ARE TO WHITE. ALL UNDERGROUND PLUMBING TO BE BACKFILLED BY OTHERS. i ITEMS TO BE SUPPLIED BY FQP: 1 WASHER BOX 1 ICE MAKER BOX 1 WASHER PAN W/ DRAIN LINE 2 HOSE BIBS 1 A/C CHASE PAY SCHEDULE AS FOLLOWS 30% RJI - 30% TUB SET - 40% TRIM (ROUGH IN, TUB SET AND ANY CHANGES MUST BE PAID IN FULL PRIOR TO START OF TRIM). PAYMENT DUE FOR EACH PHASE UPON RECEIPT. 5% LATE CHARGE AFTER 10 DAYS. PROPOSAL PRICES WILL BE LOCKED IN FOR A PERIOD OF THREE MONTHS. AN INCREASE MAY BE APPLIED THEREAFTER DUE TO RISING COSTS OF MATERIALS. TOTAL COST: $ 2,479.89 ANY ALTERATION OR DEVIATION FROM ABOVE SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY f UPON WRITTEN ORDERS AND WILL BECOME AN EXTRA CHARGE OVER AND ABOVE THE ESTIMATE. THIS PROPOSAL MAY WITHDRAWN BY US IF NOT ACCEPTED WITH IN 30 DAYS. THANK YOU FOR THE OPPORTUNITY TO QUOTE THIS PROJECT. IF YOU ARE INAGREEMENTWITH THEQUALIFICATIONS, THE PROPOSAL COST, AND PAYMENTS TERMS, PLEASE SIGN BELOW AND RETURN TO AUTHORIZE WORK WITH THE ACCEPTANCE OF THIS PROPOSAL. THANK YOU SINCERELY, APPROVED BY: DATE: HARLEY DAVIS 1 1 a, mAY l 1ty4 bi' Ic;-, e CITY OF SANFORD Cl/'V Ir- BUILDING & FIRE PREVENTION PE MIT APPLICATION Application No: Documented Construction Value: S Job Address: f Q` U l Historic District: Yes No Parcel [D: 3a- " 73D 5 5 P.– 0003 bo C Zoning: Description of Work: M60 Plan-keview Contact Person: Jo\h Title: e.. Phone: (') ` 41(Q - u 3 Fax: 4 `1 - I'-L`txo E=mail: J LWL4 I L 3 L) OLh uy , (0M Property Owner Information 1 Name It(NA f t"nzS LLC- Phone: 7a%- qt q- tivOD Street: [ 5 CJ 5z) '0 u ue' bir, Resident of property? City, State Zip: CAeCL-w0At- . FL 3"3_'l (Q 0 Contractor Information Name SA( -VL SK'&A Street: S55 t7 L "Imwaye kbc . ,SLk: e Q .o City, State 'Zip-CAe" 004a , FL 3:sl(D u Phone: )1- qrlq - I r(OC) Fax: -70, - Ll r1 a - l `7 State License No_: CSC " i 5 1 W.0 Architect/Engineer information Name: ke.. 'Pqo skikPhone: 9 aq - qq9 - 44-1 j.. x.. Street. Q b tf UQ ci :.S 11.: ) e Fax: a` - qq ri 1na [ b City, St, Zip: C,CA;r 3 3 5 E-tia l: CUuk Bonding Company: Mortgage Lender: Address: 31P. 'fie = • 2 Address: 161 PERMIT], FORMATION Buildiug Permit & 44 Square Footage: t a 3 Construction Type: — No. of Stories: No. of Dwelling Uibts: Flood Zone: Electrical Er New Service -toxo. of 6'411S:' I'l.ecliaplical (i ,,t['a f lr c:yuirl,l f(V fiLw Plumbing Nevv f ontitr.'°liction - No. of Fixtures: Fire E7 N€ti o 11'eads: 1LI s 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 1 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 val hen the executed contract is submitted, credit will e ap lied to your permit fees when the permit is se Pilot Owner/Agent's Name 1k1AA,A44aym. m SignaDate STEPHANIE FARMER Commission # EE 056483 a Expires February 15, 2015 Bonded Th. Troy Fain Insurance 600.385-7019 Owner/Agent is t/ Personally K ,.n to Me or Produced ID _ Type of ID APPROVALS: ZONING: ENGINEERING-- COMMENTS: NGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: 17/z, Date A Print Contractor/Agent's Name a,& 4awoo I - q1tXt Signature of Notary -State of Florida Date STEPHANIE FARMER Commission # EF 056483 os Expires Febnraty 15, 2015 p Bonded ThN Tmy Fan k4urance 800-385-7019 Contractor/Agent is E'ersonally Known tie or Produced ID Type of fD WASTE WATER: BUILDING: J" 1f. 11 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I - 13 7 (o nDocumented Construction Value: $ 2! Job Address: 0_eAceeIV-C21 Historic District: Yes No Parcel ID: Zoning: Description Of Work: 15D 0.44, Plan Review Contact Person:P P p h l a Title: Phone: (Y ON -Y /9 - 09 / / Fag:(l Qz f,A E-mail: _P_CIVca %L La4n cu Property Owner Information Name k 4AA3 a. Phone: 1 YA -14 7 10-2 Street: ' ea/ 0 Resident of property?: City, State Zip: I _ Contractor Information Name r A- -P/ o r r-+ {' Phone: , le 7 3 3 31 I 1TIQ. tti Z 73 - 3Street: 0 City, State Zip: LCor J (NlA 'h r % u/ State License No.: 0C_n(y)3/ _<;n ArchitectlEngineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Phone: Fax' E-mail: Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: 1.k e b No. of Stories: No. of Dwelling Units: Flood Zone: Electrical Plumbing. New Service-- No: of AMPS: New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: VO/TO 39VJ OI L03_13 1N3ai GGVTGT8b06 TO:OT TTOZ/OT/90 A 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 worn will be performed to meet standards of all laws regulating construction in this jurisdiction. II 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 COMAIENCEWNT MAY RESULT IN YOUR PAYING TWICE FOR rL1 PROVEMENTS 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. Wzture of gwner/Agent Date Print Owner/Agcnfs.Nang Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 r' S' e o odbWtodAgent Date 7 ///%l>i/l . FIRE: PAT'RICIA J. MIHALIC MY COMNIISWN kDD958251 EYPIF_ES: February 03, 2014 ty Fl. Notary Discount Assoc. Co. Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: b0/ZO 39dd 9IZ1193-13 1N3 i 66VT6T8V06 ZO:OT ZZOZ/OZ/90 3/17/2 Lenna`/ iration 1C_ A ; East RegionaP. ,.;:rations Center SCHEDULE B Division: Central Florida The prices listed below shall continue after the guaranty expiration period unless notice of price change is provided by either party. Vendor,Name . Trent Electric Vendor # 7378866 ger.. U.OM FW54M12093 LS FW54MI2094 LS FW54M12103 LS FW54MI2104 LS FW54MI3401 LS FW54MI3402 LS FW54M14153 LS FW54M14154 LS FW54M15731 LS FW54M15732 LS FW54MI6771 LS FW54M16772 LS FW54M24401 EA FW54M24402 EA FW54MO7150 EA FW54MO7300 EA FW54MO7466 EA 1886.0400 2061.0400 9.28% ELECTRIC ROUGH MATERIAL PLAN 1209 - LEVEL 2 RE2 1886.0400 2061.0400 9.28% ELECTRIC FINAL MATERIAL PLAN 1209 - LEVEL 2 RE2 1887.6000 2062.6000 9.27% ELECTRIC ROUGH MATERIAL PLAN 1210 -LEVEL 2 RE2 1887.6000 2062.6000 9.27% ELECTRIC FINAL MATERIAL PLAN 1210 - LEVEL 2 RE2 1733.0100 1908.0100 10.10% ELECTRIC ROUGH MATERIAL PLAN 1340 RE2 1733.0100 1908.0100 10.10% ELECTRIC FINAL MATERIAL PLAN 1340 RE2 2161.4100 2336.4100 8.10% ELECTRIC ROUGH MATERIAL PLAN 1415 - LEVEL 2 RE2 2161.4100 2336.4100 8.10% ELECTRIC FINAL MATERIAL PLAN 1415 - LEVEL 2 RE2 1844.1100 2019.1100 9.49% ELECTRIC ROUGH MATERIAL PLAN 1573 RE2 1844.1100 2019.1100 9.49% ELECTRIC FINAL MATERIAL PLAN 1573 RE2 1879.4000 2054.4000 9.31% ELECTRIC ROUGH MATERIAL PLAN 1677 RE2 1879.4000 2054.4000 9.31% ELECTRIC FINAL MATERIAL PLAN 1677 RE2 2380.9100 2555.9100 7.35% ELECTRIC ROUGH MATERIAL PLAN 2440 RE2 2380.9100 2555.9100 7.35% ELECTRIC FINAL MATERIAL PLAN 2440 RE2 0.0010 1.6500 164900.00% SWITCH 1-POLE,DECORA RE2 0.0010 2.4900 248900.00% SWITCH 3-WAY,DECORA RE2 0.0010 6.9600 695900.00% SWITCH 4-WAY,DECORA RE2 Building Partner Date Subdlvlsion Effective Date. Expiratiton ,.: Date, wrice Divisor ;F.actorz 12/21/2010 12/31/2011 1.00 0.60 12/21/2010 12/31/2011 1.00 0.40 12/21/2010 12/31/2011 1.00 0.60 12/21/2010 12/31/2011 1.00 0.40 12/21/2010 12/31/2011 1.00 0.60 12/21/2010 12/31/2011 1.00 0.40 12/21/2010 12/31/2011 1.00 0.60 12/21/2010 12/31/2011 1.00 0.40 12/21/2010 12/31/2011 1.00 0.60 12/21/2010 12/31/2011 1.00 0.40 12/21/2010 12/31/2011 1.00 0.60 12/21/2010 12/31/2011 1.00 1.00 12/21/2010 12/31/2011 1.00 0.60 12/21/2010 12/31/2011 1.00 0.40 1/26/2011 5/15/2012 1.00 1.00 1/26/2011 5/15/2012 1.00 1.00 1/26/2011 5/15/2012 1.00 1.00 Lennar Authorized Agent Date kA5M AMERICAN SURVEYING & MAPPING, INC. Date: September 2, 2011 City of Sanford Building Division P.O. Box 1788 Sanford, FL 32772-1788 RE: Lots 7-1 Add r s. 316 3150, 3140, 3130, 3120 and 3110 Retreat View Circle The finish floor elevation of the structure located at the above location Legal description Retreat at Twin Lakes Replat, Plat Book 69, Pages 14-20 meets or exceeds the Requirements set forth in the city of Sanford Code Chapter 18, section 18-4-(a). Sincerely, C? 44." - JamesJames W. Boleman Professional, Sunieyor and Mapper 6485 - hlorida Dwl/word/san fordnote Corporate Headquarters - 1030 N. Orlando Avenue, Suite B - Winter Park, FL 32789 - Office 407.426.7979 - Fax 407.426.9741 T www.americansurveyingandmapping.com U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION o Jpsurceonanyse HOMES A2. Building Street Addres's (including Apt., Unit, Suite, and/or Bldg. No.) or P.O.,Route,and Box No. acy AIC` be 3160 RETREAT VIEW CIRCLE :); O ; City SANFORD State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 7, RETREAT AT TWIN LAKES REPLAT A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 28°4T37.0" Long. -81 °19'47.0 Horizontal Datum: NAD 1927. ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 0 sq ft a) Square footage of attached garage 273 sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? Yes ® No d) Engineered flood openings? Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12117CO065 F Date Effective/Revised Date Zone(s) AO, use base flood depth) 9/28/07 9/28/07 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. FIS Profile . FIRM Community Determined Other (Describe) B11_ Indicate elevation datum used for BFE in Item 139: NGVD 1929 NAVD 1988 Other (Describe) N/A B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date N/A CBRS OPA SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1-V30,.V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized 5124101 ELEV=69.667'Vertical Datum NGVD29 Conversion/Comments. CONVERTED TO NAVD 88 WITH CORPSCON (-1.027') Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 68:43' 0 feet meters (Puerto Rico only) b) Top of the next higher floor 79.1' 0 feet meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A. 'feet meters (Puerto Rico only) - d) Attached garage (top of slab) 67.8' feet, 'meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 68.2' ® feet meters (Puerto Rico only) Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) 67.3' ® feet meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 67.6' ® feet meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. feet meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION _ This cerufication is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. ! certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ti Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes No Certifier's Name DAVID M. DeFILIPPO License Number 5038 Title PROFESSIONAL SURVEYOR & MAPPER Company Name American Surveying & Map Address 1030 N. ORLANDO AVE, STE B City WINTER PARK State FL ZIP Code 32789 FEMA Form 81-31, Mar 09 Telephone (407) See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Fo lnsanceCmpanyll;e Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. # sPolicylumberx 3160 RETREAT VIEW CIRCLE 3 r 111 , A". a City SANFORD State FL ZIP Code 32771r,.r"i,; SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Surveyor is only responsible for Sections A - D. This certificate was requested to satisfy a City of Sanford requirement. Item B.1: Community name & number is based on property appraiser's website and the FIRM. Item C2.e: The Elevation given is for the A/C unit. Sod is not yet installed. This document is not valid if photographs are removed or omitted. El Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters above or below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters Q above or below the LAG. ` E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor elevation C2.b in the diagrams) of the building is feet meters above or below the HAG. E3. Attached garage (top of slab) is feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is feet meters above or below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone A0. G3. The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: - feet meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: feet meters (PR) Datum G10. Communit i's design,flood elevation feet meters (PR) Datum Local Official's Name Title Community Name Telephone Signature _ Date Comments FEMA Form 81-31, Mar 09 Check here if attachments Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No, Policy Number 3160 RETREAT VIEW CIRCLE City SANFORD State FL ZIP Code 32771 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. FRONT VIEW (9/01/11) Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 3160 RETREAT VIEW CIRCLE City SANFORD State FL ZIP Code 32771 1 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." REAR VIEW (9/01 /11) BOUNDARY do AS—BUILT SURVEY DESCRIPTION: AS FURNISHED p -.. OREGON AVENUE LOT 7, RETREAT AT TWIN LAKES REPLAY- - _ _ RIGHT OF WAY WIDTH VARIES 25' BUILDING SETBACK AS RECORDED IN PLAT BOOK 69, PAGES 14-20 (PER PLAT) OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. sr EDGE of 1D' WALL 36 22' EDGE OF EASEMENT ADDRESS: 3160 RETREAT VIEW CIRCLE SANFORD, FLORIDA 32771 FOR THE BENEFIT AND EXCLUSIVE USE OF: LENNAR HOMES WALL IS 3.0' S. S89*43'21 "E 5 8, S. - - '.; 61' 1• r- 87.50'15" 57.24' 21.33' 21.33' 21.33, -- 21.33' _ 35:34' 10:0' -I B" BRICK WALL I I I I 1 ----'------- ------------ i---------- J-----------J- I10.0' h I I I --------- LOT 7 -------------+---- s I h N p 131157 S.F. LOT U I I I i ; - et• 20' UTILITY I I COVERED 11.893 S.F. EASEMENT i - 1 PAPO - I LOT 9 I LOT 10 I LOT 11 i ; --; 10.0' — NOTE: 1. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON: 09-01-11, UNLESS OTHERWISE LOT 6SHOWN. 2. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3 NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 4. ALL DIMENSIONS WERE VERIFIED IN THE FIELD AND SHOWN UPON THIS DRAWING. 5. BUILDING TIES .SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USEDTORECONSTRUCT THE BOUNDARY LINES. - 6. ELEVATIONS SHOWN HEREON -ARE BASED ON SEMINOLE COUNTY BENCHMARK #5124101 NGVD29 ELEVATION= 69.667 7. THE FINISHED FLOOR ELEVATION OF THE STRUCTURE LOCATED -AT THE ABOVE LOCATION LEGAL DESCRIPTION, MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 18, SEC. 18-4-(A). s- I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NUMBER - 120294 0065 F. DATED 09/28/07 AND FOUND THAT THE SUBJECT PROPERTY LIES IN ZONE ..'X" AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO' GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION: BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOTS 7-12 AS BEING NOO'05'30"E, PER PLAT FIELD DATE:) 05-11-10 REVISED: SCALE: .1" = 36 FEET APPROVED BY: JB FINAL 09-01-11:.CC 0030212 LOT 7 FOUNDATION 06=03-11 -CC JOB N0. rORMBOARD 05-20-11 CC. DRAWN BY: PLOT PLAN 04-22-11 BW II OFOUND. 1-:; 13,3--,0. I r.:.,•._':. r.;,:: - I 11,893 Sf. I I. 11,893 SF. 11,893 S.F. I LOT 12 I I I I I 1 PC 10.4' 18.3' - .n 3.5'x3.5' I N I I I 13,136 S.F. 20' UTILITYI I - i EASEMENT POC. POINT ON CURVE . POL CP I I I POINT PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER Do U POINT OF TANGENCY 6.T1 RADIUS I I I SIDEWALK TYP n I UP UTILITY PAD TO STORY NOn -^ P.U.E. LC.U.E. LEE COUNTY UTILITY EASEMENT W mII ` O Ww CONCRETE BLOCK WOOD a 00 WII o sIWi co 1-1 n W= IIII. LOT 13MRESIDENCE FINISH FLOOR 00 V" lvgmIII,A.0 om3IiiI Ii' I Z ELEVATION=69:46' to II IIaiIiiIio o w COVERED v ENTRY 10.0' L----------1----------J----------- I I II I 66 dl 3.T B/W v:W. I I I I 15' UTILITY I I J I I m;> EASEMENT I I I L 1 21.33' i 21.33' I 21.33' 21.33' I35.3I 4 1 EDGE OF 4' B/W:.-..-=-_--:.::. EDGE OF 3i N87.50'15"W 57.68'' WALK IS - WALK IS 1.9' S. - 2.3' S. v1I. 2' VALLEY .CURB - s 2, bi oaof wa i 1" = 30' GRAPHIC SCALE 0 15 30 L1 - N89'43'21 "W 34.92' PI S89'4321 E - 288.45.\_ - NI PI S8TS0'75_E - d 145.57' PI1 - - - — _ RETREAT VIEW CIRCLE _CENTERLINE of — - — - TRACT "E" RIGHT OF WAY 40' PRIVATE ROAD RIGHT OF WAY DRAINAGE FLOW QFOUND NAIL do DISC LB /6393 CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER - CONCRETE ®-BRICK C CHORD LENGTH ` C.B. CHORD BEARING CBW CONCRETE BLOCK WALL - CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD B/W BRICK WAL SLAB F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY t F.I.R.M. FLOOD INSURANCE RATE MAP. ID IDENTIFICATION ` L. ARC LENGTH LB LICENSED` -'BUSINESS'• LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE LEGEND OFOUND. 1/2"IRON ROD AND CAP LB {6393 A DELTA ANGLE P) PER PLAT - PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI POINT'OF„INTERSECTION ._. PK PARKER KALON- POC. POINT ON CURVE . POL POINT ON LINE PRC OF REVERSE. CURVATUREPRM_ POINT PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT POINT OF TANGENCY R RADIUS RP RADIUS POINT S/W SIDEWALK TYP TYPICAL - UP UTILITY PAD L.M.E. LAKE MAINTENANCE EASEMENT P.U.E. PUBLIC UTILITY EASEMENT - LC.U.E. LEE COUNTY UTILITY EASEMENT AMI=F;ZiCAN SUR\/IEEE VING o& MAPPING INC CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVE, SUITE B WINTER PARK, FLORIDA 32789 407) 426-7979 WWW.AMERICANSURVEYlNGANDMAPPING.COM G 7 THIS BOUNDARY & AS -BUILT SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR 4ND !: Ar PER. FOR HE JAMES W. BOLEMAN yIRM DATE j CITY OF SANFORD BUILDING & FIRE -PREVENTION PERMIT APPLICATION I- /3J Application No: / j / Documented Construction Value: $ Zi? 6 Job Address: 5&a(i /00 a_ / lle C '/ Historic District: Yes No Parcel ID: Zoning: Description of Work: Plan Review Contact Person: ITitle: Phone: Fax: E-mail: Property Owner Information Name / L Phone:/-- %,7 Street: J- . , (/ LUl G( c U/vResident of property?: /00 City, State Zip: Contractor Information- Name nformation Name Phone: Street: /f 4 5 c Fax: City, State Zip: /// U ICJ, J"' wl' State License No.: Name: Architect/Engineer Information Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service —No. of AMPS: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm 11 No. of heads: 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. l Signature of-Owner/Agent Date Print Florida Date DEBORAH GRE AT}10USEQ ¢ MY COMMISSION # DD 914033 r o; EXPIRES: November 20, 2013 pF c d Boncid Thru Notary Public Underwriters Owner/Agent is J Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: r Signature of Contractor/Agent Date moi/ Ll VAL" v c"// ",F Z" ivw` Print C ac /A ent's Na Signature of Votary -State o 16'a Date tint" ° DEBORAH GREATHOUSE r- MY COMMISSION 9 D0 914033 EXPIRES: November 20, 2013 Bonded Thru Notary Publll derwriters Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: August 29, 2011 To the City of Sanford: This,is to inform you that Lennar Homes has hired Landscape Systems Inc. to install an irrigation system for Lennar Homes at 3160 Retreat View Cir. The contract price. is 1200.00. This is, required by the city of Sanford for Lennar Homes to acquire C.O. on this property. Please accept this as a binding contract from Lennar Homes due to all contracts are signed per subdivision and not per home site. Sincerely Chris Westhelle Lennar Homes Construction Manager 407-832-0246 Signed, sealed and delivered this 29th day of August 2011 S t'o/ d u cri b ; e . > 29th day of 1 ersonaily known to Identi'fica ' nand did take a h. Notary Public Name: Deborah Greathouse 9 / My Commission expires J DEBORAH GREATHOUSE MY COMMISSION It DD 914033 EXPIRES: November 20, 2013 t 4P. Bonded Thai Notary Public Underwriters. 2011. By, produced