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Home My WebLink About201 Bristol Cir 13-468; REMODEL INTERIOR AND EXTERIORTHIS INSTR6 2 REPSARED BYt'v I alb / Name: / (l Address:` - V 7` __Mt I IV /2/-9 -Z- T L77 NOTICE OF COMMENCEMENT State of Florida County of Seminole MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY 9K 07913 Pg 0925; Qpg) CLERK'S # 2tc'i'12146433 RECORDED 12/06/2012 11:07i33 OM RECORDING FEES 114.00 RECORDED BY J Eo'kenroth (all) Permit Number: 13 _ y 16 g Parcel ID Number. C r - D-0 - 3 i - S0 G 0 C, co;- I i( L, C The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) I s r Cr j G1 e , z•LYL- 1 Cl , IrL 3 2LI '73 LEC, LUT 1 1.3'113Z-/,\)NAgEN 1si QGPi_AT PP 39 PCS2b4-21 GENERAL DESCRIPTION OF IMPROVEMENT: V -, n,,- o 1 n +e c c r d- P-& kA+V r o Ct->Gdl i r tct + r Ct,- c — OWNER INFORMATION: Name: Ebrt 1 l rr K. W 7Kj p , 0. f Address: - 2-G 1 'S ; Yi5iol C1 r-d e_ , C11 GccL 1 i-L 2173 Fee Simple Title Holder (if other than owner) Name: ` Address: — CONTRACTOR: 1 Name: Q 1 d i 1 It i t Lt-i iYI+t1L tl't IC.Q 1 l'A-itC-+1QK I " C Address: ` ICI 13-L) rk , V1 3'),7 -%,:. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to t of my knowle ge and belie z a (Li a t. Tad e-x- Q er's Signa re Owner's Printed Name Florida biatute 713.13 1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead:' State of Y C rf - County of JCLVK t n ol( C The foregoing instrument was acknowledged before me this D74-k. day of No J e,,Mb" --r 20 1 Z- byWho is personally known to me Name of person making statement OR who has produced identification type of identification produced: CERTIFIED COPT MARYANNE MORSE REBECCA COBB CLERK OF CIRCUIT COURT 1P0.Y PU MY COMMISSION # DD845211 SEMINOLE COUNTY, FLORIDA l y EXPIRES: JAN 17, 2013 Notary Signature Bonded through 1st State Insurance nr • I2EC EIV NOV 2 7 2012 F BY: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 3- To3 Documented Construction Value: $ 1 ) 900 -ba Job Address: 201 5 . Bn 51 01 C ske- t rdLIR_ 3Z.7?3 Historic District: Yes No Parcel ID: 07 -D_0 - 31-50(. - 0000- IL ja Zoning: Description of Work: Su- GJ*4 6-u", cQ car Us 6o"_S . Plan Review Contact Person: Qb_r&9_-S (-, f K (i U-tn r Title: V i z r s `e $ Phone: ioi-448-D637 Fax: Lt0-7-323-5571 E-mail: I c V l riLt i17l i o,Lbv n Property Owner Information Name 2_6kt cc . . 3_Gz12 rr Phone: 4-07 - 5L- I -qO 2? Street: Iz 1 6. Resident of property? tie S City, State Zip: va , T:L 3 X77 3 Contractor Information Name L"-& r t-IL ZtL i 1Ji (2b +t- Ly Phone: 4c)7 -3.3 -5S70 Street: l cc( -'fw2-tom Fax: 4T07-3123 -.55-7 City, State Zip: S rr o TA , - 3 D:77 1 State License No.: 0-13 0 Z 3 9 q-a Architect/ Engineer Information Name: ( - oti 2r Do rr Li ®v+ Phone: 14 b -7 - G L{ 9 - '2' 1(0 `7 Street: E>i a Tt-r--rA_Lk_' -17) r, V Q- Fax: q D 7- 3 (, S• b 0 7 C City, St, Zip: 0 V'edz) , EL 3a-7 6S' E-mail: bolvc+u clear Q gvnai (.Cc, v,n Bonding Company: nl a, Address: Building Permit 01, Mortgage Lender: n et Address: PERMIT INFORMATION Square Footage: 406 S i:/ 1-© LF Construction Type: DC — No. of Stories: No. of Dwelling Units: 1 Flood Zone: Electrical GY New Service - No. of AMPS: n D Plumbing New Construction - No. of Fixtures: 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 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. II 26 2 Signatur of Owner/A t Date re of Contractor/Agent Date ZaXiGL Z, JaL4 r Print Owner/Agent's Name kul_ cio& ti w )1z Signature of Notary -State of Florida Date r. REBECCA COBB o` . '`", MY COMMISSION #DD845211 EXPIRES: JAN 17, 2013b1 I . Bonded through 1st State Insurance Owner/Age y nown to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Za e. G'I vA 1 a K' Print Contractor/Agent's Name Q_Q-0-CX 11126)1z Signature of Notary -State of Florida Date 0REBECCA COBB o`r,. `° MY COMMISSION #DD845211 EXPIRES: JAN 17, 2013 Bonded through 1 st State Insurance Contractor Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11.08 FOR Building & Construction, Inc. License # CBC1253840 November 26, 2012 Description of work: 1) Remove damaged interior walls 2) Remove front and rear exterior walls 3) Temporary support trusses 4) Remove kitchen cabinets 5) Remove damaged sidewalks 6) Remove exterior siding Post Office Box 1329 Sanford F132772 419 Sanford Ave F132771 407-323-5570 Fax 407-323-5571 SCPA Parcel View: 07-20-31-506-0000-1460 Page 1 of 2 IPRO(fi_ Cp-/ Parcel: 07-20-31-506-0000-1460 IOwner: JAFFER EBRAHIM K & ZAKIA E Property Address: 201 BRISTOL CIR SANFORD, FL 32773 tFC)LE C IAVT! F4C 1 a FT_ B_a_ck_1 I < Previous Parcel Next Parcel > Save Layout I I Reset Layout I New Search Parcel: 07-20-31-506-0000-1460 Value Summary Property Address: 201 BRISTOL CIR 2013 Working 2012 Certified Owner: JAFFER EBRAHIM K & ZAKIA E Values Values Valuation Method Cost/ Market Cost/Marke Mailing: 201 S BRISTOL CIR SANFORD, FL 32773 Number of Buildings 1 SubdivisionName: BRYNHAVEN 1 ST REPLAT Tax District: S1-SANFORD Exemptions: 00-HOMESTEAD (2004) Depreciated Bldg Value 56, 073 56,38, Depreciated DORUseCode: 01-SINGLE FAMILY EXFT Value Land Value Market) 14, 000 14,00( i - ® Land Value Ag Lust/ Market Value ** 70, 073 70,38, i Portability Adj pv/' 1 j I Save Our Homes Adj 0 Amendment 1 4 Adj Assessed Valuel 70,073 70,38, L., j I Map Aerial Both Footprint + Extents Center Larger Map Dual Map View - External Tax Amount without SOH: $64E 2012 Tax Bill Amount S64E I Tax Estimator Save Our Homes Savings: $( Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LEG LOT 146 BRYNHAVEN 1ST REPLAT PB 39 PGS 20 & 21 Tax Details Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 70,073 45,073 25,00( Schools 70,073 25,000 45,07-- j City Sanford 70,073 45,073 25,00( SJWM( SaintJohns Water Management) 70,073 45,073 25,00( County Bondsi 70,0731 45,073 25,00( L—_ Sales Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 08/2003 04999 0435 100,000 Improved Yei i QUIT CLAIM DEED 02/2002 04325 0730 100 Improved Nc WARRANTY DEED 06/2001 04122 13SS 68,500 Improved Ye! WARRANTY DEED 03/1990 02168 0774 79,800 Improved Ye, http:// www. scpafl.org/ParcelDetails. aspx?PID=07-20-31-506-0000-1460 11 /27/2012 SCPA Parcel View: 07-20-31-506-0000-1460 Page 1 of 2 b vl dyJor,n soa/, Cho Parcel: 07-20-31-506-0000-1460PHA00 lipA r E Owner: JAFFER EBRAHIM K & ZAKIA E MO f ri5 Property Address: 201 BRISTOL CIR SANFORD, FL 32773SEMI.E COVNTY, FLORIOA Back I < Previous Parcel I Next Parcel > I Save Layout I Reset Layout I New Search Parcel: 07-20-31-506-0000-1460 . Value Summary Property Address: 201 BRISTOL CIR Owner: JAFFER EBRAHIM K & ZAKIA E Mailing: 201 S BRISTOL CIR SANFORD,FL32773 Subdivision Name: BRYNHAVEN 1 ST REPLAT Tax District: S1-SANFORD Exemptions: 00-HOMESTEAD (2004) DOR Use Code: 01-SINGLE FAMILY 411 Map I Aerial Both I Footprint I + Extents Center Larger Map I Dual Map View - Extemal Legal Description LEG LOT 146 BRYNHAVEN 1ST REPLAT PB 39 PGS 20 & 21 Tax Details 2013 Working 2012 Certified Values Values Valuation Cost/Market Cost/Market Method Number of Buildings 1 1 Depreciated 56,073 56,384 Bldg Value Depreciated EXFT Value Land Value 141000 14,000 Market) Land Value Ag Just/Market 70,073 70,384 Value " Portability Adj Save Our Homes 0 0 Adj Amendment 1 Adj Assessed Value 70,073 S70,384 Tax Amount without SOH: $648 2012 Tax Bill Amount $648 Tax Estimator Save Our Homes Savings: $0 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 70,073 45,073 25,000 Schools 70,073 525,000 545,073 City Sanford 70,073 545,073 25,000 SJWM(Saint Johns Water Management) 70,073 45,073 25,000 County Bonds 70,073 45,073 25,000 Sales Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 08/2003 04999 0435 100,000 Improved Yes QUIT CLAIM DEED 0212002 04325 0730 100 Improved No WARRANTY DEED 06/2001 04122 135S 68,500 Improved Yes WARRANTY DEED 03/1990 02168 0774 79,800 Improved Yes nnu c.-omoarame 3aies witnm curs 3uooivision Land Method Frontage Depth Units Unit Price Land Value LOTI 01 01 1.0001 14,000.00 $14,000 Building Information 1 I SINGLE FAMILYI 19881 61 1,146. 001 1,857.00 1,146.00 SIDING AVGI $ 56, 073I $62,303 eriptic A 0 http://www.sepafl.org/ParcelDetails.aspx?PID=07-20-31-506-0000-1460 11 /26/2012 SCPA Parcel View: 07-20-31-506-0000-1460 Page 2 of 2 Descriptic A GARAGE 148-- FINISHED i j OPEN PORCH I481FINISHED SCREEN r PORCH 18d FINISHED Permits Permit # Type Agency Amount CO Date Permit Date 00547 Addition - Residential Sanford 5,859 11/1 5/2004 99984 Requested Recheck - Residential County 0 01 /01 /1998 02913 Addition -Residential Sanford 1,739 09/01/1997 Extra Features Description Year Bit units Value Cost New Back I < Previous Parcel I Next Parcel > I Save Layout I Reset Layout I New Search http://www.scpafl.org/ParcelDetails.aspx?PID=07-20-31-506-0000-1460 11 /26/2012 C9qsi 'a? DEC ® 6 2012 1 IF . CITY OF SANFORD BCJfLDiI GA= FIRE PREVENTION PERMIT APPLICATION Application No: L ` l p Documented Construction Value: $ 3L, 4 (,7. q G Job Address: _Q-d l S , ri51 r i C; d I C-C-o,ct'L 773 Historic District: Yes No Parcel ID: L-G Zoning: Description of Work:.. 0 0 Plan Review Contact Person: Jarr;_'5 0,; yj i c, 16 Title: V ; c2 +r 5) d-c IQ Phone: i4U j 4 -fit, 7 Fax: 401 E-mail: l7-1 U i11oc=,G;y Property Owner Information Name Phone: 40-7 - 647 -U Street: Gt 5: r j s t U 1 C) rU L Resident of property? City, State Zip: :ScLet_Drc(, FL 3D.3 73 Contractor Information Name i (d_t Vt- I ' O :5A-r-Lc { cti.. TAc. Phone: Lt 0 I - SS-1 O Street: 41 `t 4S_C1 r& 4 -AL"_ Fax: q O`i - 313 -- SST I City, State Zip: t_ 2-Tj I State License No.: Q_(3C 1 z 5 '5 S 4C) Architect/Engineer Information Name: \ lam- 1.", Phone: Street: 57a Tef r-k _ D- rr +*yg_ Fax: City, St, Zip: Ov i _t EL. E-mail: bcb; 4ucV._QrC v-rcii 1. corA Bonding Company: n I o'_ Address: Building Permit Square Footage: 400Sp bo o; No. of Dwelling Units: I Electrical Z New Service — No. of AMPS: Mortgage Lender: n "?- Address: PERMIT INFORMATION Construction Type: 5 No. of Stories Flood Zone: n a Mechanical (Duct layout required for new systems) 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 r 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. Sign tore of Own /Agent Date a e.fC.ntrad.r/Agertt Date 7-a-V- i oL k . Ta- e_r Print Owner/Agent's Name 2 k C Q_Qs=c&W- f 7_ (J IZ ignature of Notary -State of Florida Date P. REBECCA COBB 8 t MY COMMISSION #DD845211 EXPIRES: JAN 17, 2013 Bonded through 1st State Insurance Owner/Agen t Mrs- to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Print Contractor/Agent's Name akQC_ 04 - 1112-61IZ.- Signature of Notary -State of Florida Date REBECCA COBB 11 ,?, MY COMMISSION #OD845211 EXPIRES: JAN 17, 2013 w „ i£ Bonded through 1st State Insurance Contractor/Agent is 11-11p, ersonally Known to Me or Produced ID Type of ID UTILITIES: 1, •4 ' /'Z- WASTE WATER: FIRE: BUILDING: Rev 11.08 b qC'EC 6 LSOII CITY OF SANFORD WILDING-& FIRE PREVENTION PERMIT APPLICATION Application No: I _5 `1 Documented Construction Value: $ `3 , 4 C- I Job Address: c) 1 , 15 i L.` , , C ti <w k4-,y z _(_'57 T Historic District: Yes No Parcel ID: C t -au i - 5b,L> C, c,uz; - 1 q L• Zoning: 1 - Description of Work:lcGt ; n . = Li U { C i • < <; Plan Review Contact Person: , C r1ltiS u I c .r A Title: i J is 1 cs s r Phone: 11 b 1 - Nil- -C i:.:5-j Fax: 4T ' --5SI i E-mail: 1 cz,+t vt L 1 7 i L. 1 1tiet. __e;wt Property Owner Information Name Phone: Street:i Resident of property? : UQ S City, State Zip: V(_,.. -7 3 Contractor Information Name t—lQyd-YY-a_ - L Buz (&Li vLcN t1- C'6 A5 rr-r. (Jl cr .Znc. Phone: SS`T 0 Street: 4 Fax: 4 L`i - 3- 33 -- 57 City, State Zip: ti"c, V-L_ a 2 7 State License No.: Cr BC ( Z S - j T6 4(- Arch itectlEngineer Information Name: r Phone: Street: . r t-iti ti + z Fax. C--_ _ U 1 S hCity, St, Zip: 0\j'4 _.';"l._e V:L " E-mail: Bonding Company: r) i Address: Building Permit Square Footage: to4.S p c; _j_ No. of Dwelling Units: Electrical 0" Mortgage Lender: n kL Address: PERMIT INFORMATION Construction Type: 5 f I:Z No. of Stories Flood Zone: no New Service — No. of AMPS: Mechanical ( Duct layout required for new systems) Plumbing C)' New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: 3n' I . q'f w- Application is hereby made to obtain a permit to do the woik 4, rid 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. S ign ature of Ownei/Agent Date at-etractor/Agent Date Print Owner/Agent's Name 3'ignature of Notary -State of Florida Date Y Pam„ REBECCA COBB p B r MY COMMISSION #DD845211 EXPIRES: JAN 17, 2013 Bonded through lst State Insurance Owner/Agent to Me or Produced ID Type of ID APPROVALS: ZONING: la-l _ h- UTILITIES: ENGINEERING: COMMENTS: FIRE: Print Contractor/Agent's Name Signature of Notary -State of Florida Date REBECCA COBB MY COMMISSION #DD845211 EXPIRES: JAN 17, 2013 Bonded through 1st State Insurance Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11.08 DEC 0'$ 2412 F D BY: 2TY OF SANFORD but 1-` OINO RE PREVENTION PERMIT APPLICATION Application No: 3— q (p Cf Documented Construction Value: $ Job Address: Q04yttl 'L"2T3 Historic District: Yes No Parcel ID: Zoning: O 1- S i n gk e Ka wti t u Description of Work: S e_ 0. scA o- UZ) or-Y- cot r 0(ji C; Plan Review Contact Person: -,"T6utQ_5 0, i u..l i ct.ru Title: V , LQ__ "Pr es 1 U rk,+ Phone: '- Fob - 44-g -Db 3-7 Fax: 401 3a3 5511 E-mail: 1 a-K-&r,,zt- _%9T1 (C- U&koa. LorA Property Owner Information Name Eb v-a-ki rA V,- a. k . d 1"a-Cer Phone: 40-7 - 514'7 - qO2 1 Street: a O\ Resident of property? City, State Zip: 3a-7-73 Contractor Information Name K q 0-b v,51 ruc.0 cti. Swc. Phone: 4-o-1 -32,3 -S5-1 O Street: 41''( 4z.+\-'o pfo Fax: 01 - 3-13 - SST City, State Zip: r , T-L 3 2?1 I State License No.: CY i3C I Z 5 3 $ 40 Architect/ Engineer Information Name: T ko - U) AjL C 6 r coo rc--`1 ` tM Phone: 1f01- Q kA o - g t (o1 Street: 5 Tirra c. r i.e Fax: 01 -3 6's - O-15 City, St, Zip: bvi QA_0 ;nu5 E-mail: gvna 4. corn Bonding Company: n 1 0- Address: Building Permit M Square Footage: 4b o 5i--' b o _l` No. of Dwelling Units: I Electrical Er New Service - No. of AMPS: Mortgage Lender: rl k z. Address: PERMIT INFORMATION Construction Type: SFR No. of Stories: Flood Zone: no Plumbing New Construction - No. of Fixtures: 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 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. c, "lllV U V .JL/l__.. l •,2. j, % Z I I 1-2_biZSigntureofOwn /Agent Date at- ofContmctor/Agent D Z a-v (a. k . Toad e.r Print Owner/Agent's Name f Zb IZ igr ature of Notary -State of Florida bate REBECCA COBB Y roe MY COMMISSION #DD845211 EXPIRES: JAN 17, 2013 n ... Bonded through 1st State Insurance Owner/Age- 1 to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: 1-&M&s G I LA I aAu Print Contractor/Agent's Name 4 kQCD_ 0-a I (12b 1 IZ Signature of Notary -State of Florida Date rREBECCA COBB o.-. ° 2,: MY COMMISSION #DD845211 t EXPIRES: JAN 17, 2013 11 Bonded through 1st Slate Insurance Contractor/Agent is "-,`P' ersonally Known to Me or Produced ID Type of ID UTILITIES: WASTE WATER: FIRE: BUILDING: / (a Rev 11.08 DEC 13 2012 D 0 201 CITY OF SANFORD UILDING & FIRE PREVENTION PERMIT APPLICATION Application No. DocumentedConstruction Value: $ ed7.00 S 'tea Job Address: 02 d % s G \,r- SAP. b'a ,F Historic District: Yes No.O' Parcel ID: Zoning: Description of Work: PLUV,', 6t-- 2 er t 5 drt i.., jrQ> s 5. K.iC Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name 1U6-yr; o PLC KL llbc:a Igo r /' I' 4 Phone: Q67. - 3 Street: go';L 5 5• S k L) I TZ d Fax: City, State Zip: 10 cola AMy r t- 3 2? i25 State License No.: L r G 1 g 2 S 41, D Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service — No. of AMPS: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Plumbing New Construction - No. of Fixtures: Mechanical (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 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: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID UTILITIES: WASTE WATER: FIRE: BUILDING: Rev 11.08 CFC1425660 Noffis Plumbing P.O. Box 1487 Enterprise, Fl 32725 Volusia (386) 668-9668 Seminole (407) 314-3749 w4V•ca G b t3 P L V v-t 1/( P l Z t? l3' N' ` C i 7r 5 Its N Ifs V Q s A s K- -tcd o cl12 e r ep1r•.- rm s ra-'- . T,wsa,n)1 drgk w s1 New s p t y (IN' N C',a, , c. eA-V S VN~S s evv p s , e - A-k Tnv4s PC P L9 r Cr— e A cQ '*"- k e l<<\oo•od SUBAN L JONES EXPIRES J* 10, 2013 qj, , [aided TIw ga ry POW YnoenvrMe+a FOR ANCHOR 54" MAX. WIDTH-- SPACING DEE A- NOTES 10 AND 11 0 0 o B 72" 0 MAX. HEIGHT O 0 0 0 0 A®J ELEVATION VIEWED FROM EXTERIOR Marimum design Dressure caDocity chart tasn Unit width (in) Height in) 78.00 Pos I Neg 24.00 I Pos I Neg J0.00 I Pos Neg J6.00 Pos Nag 02.00 Pos Neg OB.00 I Pos I Neg 52.1J Pas Neg 54.00 Pos Neg 24.00 50.0 82.5 50.0 82.5 50.0 82.5 50.0[82.5 50.0 82.5 50.0 82.5 50.0 82.5 50.0 82.5 30.00 50.0 82.5 50.0 82.5 50.0 82.5 50.0 50.0 12.1 50'082.5 50.0 82.5 50.0 82.5 36.00 50.0 82.5 50.0 82.5 50.0 82.5 50.0 50.0 82.5 50.0 82.5 50.0 80.4 50.0 71.1 42.00 50.0 82.5 50.0 82.5 50.0 82.5 50.0 50.0 82.5 50.0 79.3 50.0 71.4 50.0 67.1 48.00 50.0 62.5 50.0 82.5 50.0 82.5 50.0 50.0 82.5 50.0 72.3 50.0 64.8 50.0 59.8 54.00 50.0 82.5 50.0 82.5 50.0 82.5 50.0 50.0 81.2 50.0 67.0 50.0 59.9 49.4 54.3 60.00 SO.D 82.5 50.0 82.5 50.0 82.5 50.0 50.0 77.1 50.0 63.1 50.0 56.1 45.6 50.1 62.00 50.0 82.5 50.0 82.5 50.0 82.5 50.0 50.0 76.0 50.0 62.0 50.0 55.0 44.5 49.0 66.00 50.0 82.5 50.0 B2.5 50.0 82.5 50.0 50.0 74.2 50.0 60.147.8 52.6 42.6 46.9 50.0 82.5 50.0 82.5 50.0 82.5 50.0 50.0 72.3 50.0 57.8 45.2 1 49.7 40.3 44.3 t-or areas wnere waterreststance is requireusee note s nra.Mnrc rwnrrfrad rnr units uslnn B Bd(.120"diameter) [ mon nail Unit width (In) Height m) 18.00 HAS amDHAS 24.00 amb 30.00 HAS Jamb 36.00 HAS amb 4200 HAS amDHAS 48.00 Jamb 52.12 HAS amb 54.00 HAS Jamb 24.00 2 2 2 2 3 2 3 2 4 3 4 3 4 3 5 3 30.00 2 3 2 3 3 3 3 3 4 3 4 4 4 4 5 4 36.00 2 3 2 3 3 3 3 4 4 4 4 4 4 5 5 4 42.00 2 3 2 3 3 4 3 4 4 5 4 5 4 5 5 5 48.00 2 4 2 4 3 4 3 5 4 5 4 5 4 5 5 5 S4.00 2 4 2 4 3 5 3 6 4 8 4 6 4 5 5 5 60.00 2 4 2 5 3 6 3 6 4 7 4 6 4 6 5 S 2 5 2 5 3 6 3 7 4 7 4 6 4 6 5 5 F=ffOO 2 5 2 5 3 6 3 7 4 7 4 6 4 62.00 2 5 2 6 3 7 3 8 4 1 8 1 4 17 4 6 5 6 Number of anchors reouired for units using 08 wood screw Unit width (in) Height in) 18.00 HAS 1 amb 24.00 HAS Jamb 30.00 HAS amDHAS 1 36.00 amb 1 42.00 HAS ambHAS 48. 00 amb 52.12 HAS amb 54.00 HAS amb 24.00 2 1 2 1 2 2 3 2 1 3 2 4 2 4 2 4 2 5 2 30.00 2 3 2 3 3 3 3 3 4 3 4 3 4 3 5 3 36.00 2 3 2 3 3 3 3 3 4 3 4 3 4 3 5 3 42.00 2 3 2 3 3 3 3 3 4 3 4 3 4 3 5 3 18.00 2 4 2 4 3 4 3 4 4 4 4 4 4 4 5 4 64.00 2 4 2 4 3 4 3 4 4 4 4 4 4 4 5 4 60.00 2 4 2 4 3 4 3 4 4 4 4 4 4 4 5 4 6T.00 2 5 2 5 3 5 3 5 4 5 4 5 4 5 5 5 66.00 2 5 2 5 3 5 3 5 4 5 4 5 4 5 5 5 72.00 2 5 2 5 3 5 3 5 4 5 4 5 4 5 5 5 f - ( 15Z-17 REVISIONS OESCRIPPON DATE I APPRO EO UPDATED PER NEW TESTING 08/26/09 R.L. UPDATED PER NEW TESTING 04/25/11 R.L. GENERAL NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE. 2) OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. OPENING DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3} APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT 4) IN WIND BORNE DEBRIS REGIONS SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD 5+ BEARING SHIM. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". SHIM WHERE SPACE IS 1/16" OR GREATER OCCURS. 5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-T5 .054" THICK. WINDOW SASH MATERIAL TO BE ALUMINUM ALLOY 6063-T5 .062" THICK. 6) USE CAULK BEHIND WINDOW FIN AT HEAD, JAMBS AND SILL, 7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIN. 8) GLASS THICKNESS MAY VARY PER THE REQUIREMENT OF ASTM E1300 GLASS CHARTS. 9) WHERE THE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 10) INSTALL FIN FRAME WINDOW VATH 0.120" DIA. 6d NAILS WITH A MINIMUM 2" EMBEDMENT INTO FRAMING. LOCATE ANCHORS 6" MAX. FROM ALL CORNERS AND SPACING BETWEEN ALL ANCHORS MUST NOT EXCEED 19" AT HEAD. SILL AND JAMBS. 11) INSTALL FIN FRAME WINDOW WITH q8 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE MIN. 1-1/2" INTO SUBSTRATE. LOCATE ANCHORS 6" MAX. FROM ALL CORNERS AND SPACING BETWEEN ALL ANCHORS MUST NOT EXCEED 19" AT HEAD, SILL AND JAMBS. 12) IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REQUIRED. 13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd= 1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 14) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.46 GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES 1100 RECTANGULAR SH NON IMPACT 54" X 72" ELEVATION AND GENERAL NOTES DRAWN; DWG NO. F. A. 08-00576 GALE NTS DATE t0/08--LEDATE10/08/081SHEET I OF 2OF 2SIGNED: 02/16/2012 o\ kI 1111///7j ENs-' 9 1 0 51 OTOF C F• CORIOP•' BNALIE G\ r REV REVISIONS SHEATHING REV DESCRIPTION DATE APPROVED BY OTHERS SEE NOTES 10 11 SHEET 1 A UPDATED PER NEW TESTING 08/26/09 R.L. CAULK BEHIND FIN MIN. EMBEDMENT 8 UPDATED PER NEW TESTING 04/25/11 R.L. FRAMING BY OTHERS PERIMETER INSTALLATION CAULK ANCHOR BY OTHERS 1/4" MAX. SHIM SPACE FIN TYPE FRAME HEADER--',I E GLAZING TYP. EXTERIOR INTERIOR WINDOWHEIGHT WINDOW WIDTH 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR GLAZING TYP.-/ FIN TYPE FRAME JAMB SECTION B—B SEE NOTES 10 11 SHEET 1 MIN. EMBEDMENT SHEATHING BY OTHERS CAULK BEHIND FIN INSTALLATION ANCHOR PERIMETER CAULK BY OTHERS FIN TYPE FRAME SILLPERIMETER-, BY OTHERS SHIMMAX. SHIM SPACE GENERAL ALUMINUM COMPANY 7 XiIII I IR. L ,// INSTALLATION 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 J\S .s4t. v,• G N ANCHOR s CAULK SERIES 1100 RECTANGULAR SH NON IMPACT 0 951 * =_ BEHIND FIN 54" X 72" SEE NOTES 10 INSTALLATION DETAILS 8TATE OF 4zr SHEATHINGBY OTHERS 11 SHEET 1 MIN. EMBEDMENT DRAWN: DWG NO. REV O. n•• F . r 08 B s1 ONAL`E\\ SECTIONA —A soo s76 SruEDATENTs10/08/08 2 of 2 CONCRETE CAULK BETWEEN WOOD OR MASONRY - - ..•• BUCK & MASONRY BY OTHERS4., OPENING BY OTHERS. INSTALLATION b ANCHOR 1- 1/2, MIN. TWO X WOOS EMBEDMENT eucK By OTHERS CAOTHERS / SHIM SPAGE EXTERIOR I 1 11 INTERIOR HEIGHT GLAZING TYP. SEE SHEET 2 FINLESS TYPE FRAME SILL 1- 1/2' MIN. a EMBEDMENT 4- 1 1/ 4' MIN. EMBEDMENT CONCRETE OR J .' „ MASONRY OPENING BY OTHERS CAULK BETWEEN DOOR SILL CONCRETE WITH WLKEM 2 1/2• 116 ADHESIVE CAULK OR MIN. SECTION A - A APPROVED EQUAL EDGE GENERAL NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY VAIN THE•' DISTANCE FLORIDA BUILDING CODE. 2) OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. OPENING DESIGN IS THE RESPONSIBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 8' 4) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAXIMUM MIN. SEPARATION !' ALLOWABLESHIMSTACKTOBE1/4'. SHIM WHERE SPACE IS 1/16' OR GREATER OCCURS. 5) DOOR FRAME MATERIAL TO eE ALUMINUM ALLOY 6063 T-8 L 63CAULK BEHINDDOORFINLESSHEADANDJAMBS, SILL MUST BE ATTACHED TO THE SUBSTRATE o' WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 8) GLASS THICKNESS MAY VARY PER THE REQUIREMENT OF ASTM E1300 GLASS CHARTS 3/16' TAPCON '.a••.. 9) WHERE THE WATER RESISTANCE TEST REQUIREMENT OF 1511 OF DESIGN LOAD APPUES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 4DPSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 10) INSTALL FINLESS FRAME DOOR WITH /10 SCREW OF SUFFICIENT LENGTH TO ACHIEVE MIN. 1-1/2' CONCRETE -- 1/4• MAX. INTO SUBSTRATELOCATEANCHORS6MAX. FROM CORNERS AND 19" MAX. O.C. THEREAFTER FOR HEAD AND JAMBS OR MASONRY SHIM SPACE OPENING 11) INSTALLFINLESS FRAME ODOR TH 3/16' DIAMETER TAPCON OF SUFFICIENT LENGTH TO ACHIEVE WI BY OTHERSMIN. 1-1/ 4' EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS 6' MAX. FROM CORNERS AND 19" MAX. O.G THERAFTER FOR HEAD AND JAMBS. 12) THE 1/ 3 STRUCTURE INCREASE IS NOT USED IN THIS PRODUCT. 13) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: X WOOD - MINIMUM SPECIFIC GRAVITY OF 0-0,42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3200 PSI. O MASONRY - STRENGTH CONFORMANCE TD ASTM C-90, GRADE N, TYPE 1 (OR GREATER). CONCRETE OR MASONRY OPENING BY OTHERS 1/ 4• MAX. SHIM SPACE DESCRIPTION ADDED CHARTS DOOR WIDTH 1 / 4" I.- INTERIOR SHIM SPACE EXTERIOR FINLESS TYPE PERIMETER FRAME JAMB BY OTHERS SECTION 8-8 ONE BY WOOD BUCK BY OTHERS FOR ANCHORS SEE NOTES 10 AND 11 AND CHARTS r-" A.IL DOOR WITH, i ELEVATION VIEWED FROM EXTERIOR REVISIONS DATE APPROVED 03/ 05/12 R.L. CONCRETE OR MASONRY OPENING BY OTHERS CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS. Z.• INSTALLATION ANCHOR TWO BY WOOD BUCK BY OTHERS Marlmum daslon arasarra caaaelty chart fosfl Framo Frame Width ( in) Height in) 80. 0 72. 0 9B.0 Pw Nap Pw Nap Pw Nep 80.0 40. 0 55.1 40.0 482 40.0 40.0 MAX. DOOR HE]]] Ba' BHTNumber of anchor locatlona required Frame Frame Width ( In) Height 80.0 in) Neatl Jamb 72.0 Nsatl Jamb 96. 0 Hsad Jomb 80. 0 4 5 5 B 5 GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 OX, XO, OR XX SGD 96 x 80 SINGLE GLASS ELEVATION NOTES AND INSTALLATION DETAILS DRAWN: UWG N0. REV F.A. 08- 00498 A SCALE NTS DATE 2/23/09 SHET 1 OF 2 SIGNED: 0310612012 TAT 5OF 'w n ORV0 s; ONalMEa.`` CONCRETECAULK BETWEEN WOOD OR MASONRY \ - - '• BUCK & MASONRY BY OTHERS •4. •' OPENING BY OTHERS. b INSTALLATION WINTERIOR ANCHOR1- 1/2" MIN. TWU X W000 MENi BUCK BY OTHERSPERIMETER CAULK BY MA%. OTHERS SPACE FINLESS TYPE FRAME HEADER EXTERIOR DOOR HEIGHTGLAZING TYP. SEE SHEET 2 FINLESS TYPE FRAME SILL REVISIONS REV DESCRIPTION DATE APPROVED CONCRETE A ADDED CHARTS 03 OS 12 R.L. ORMASONRYOPENING BY OTHERS CONCRETE DOOR WIDTH OR MASONRY OPENING 1/ 4' MAX. 1/4" MAX. I.-- , BY OTHERS SHIM SPACE INTERIOR SHIM SPACE CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS. Al 4.! INSTALLATION ANCHOR TWO BY WOOD 4\- EXTERIOR //lBUCK BY OTHERS FINLESS TYPE PERIMETER CAULK — FRAME JAMB BY OTHERS t- 1/2• MIN. EMBEDMENT SECTION B—B RS • 1 1/4^ MIN. EMB. CONCRETE OR----- By OTHECAULK BETWEEN DOOR SILL CONCRETE WITH VULKEM 116 ADHESIVE CAULK OR MIN, SECTION AECTION — A APPROVEDEQUALEDGEMASONRYOPENING DISTANCE MIN. SEPARI( ATION L 3/ 16- TAPCON - CONCRETE' OR MASONRY . OPENING BYOTHERS 1/4^ MAX. SHIM SPACE ONE BY WOOD BUCK BY OTHERS MAX. DOOR WIDTH 96' ANCHORS I A fl SEE NOTES 10 AND 11 X. DOOR HEIGHTeo^ BB ELEVATION VIEWED FROM EXTERIOR Mnvim,•rrr r/a n nnnmr cihr chnrf /nail Frame Frame Width(in) Mightin) 60- 72. 0 96.0 iii PwNep 11 Nep I Pw I Meg 80.0 1 40.0 1 55.1 1 40,0 1 452 1 40.0 I 40.0 Numhor o/ anchor leuNens reaulrod Frame Frame WKlth (in) Height in) 60. 0 Haad Jamb 720 1— 96. 0 Jamb HNtl Jamb 80.0 1 4 1 5 1 5 5 8 5 GENERALoo Lw. MclRose RNUM oOMPANY J\S I).0q i IV- CARROLLTON, TX75006GE•d+% 0'mr 51 SERIES 420OX, XO, OR XX SGD 96 X 80 INSULATED GLASS r` ELEVATION AND INSTALLATION DETAILS D • $$$TAT OF 0•'OCDRI P• \ DRAWN: DWGNO. REV 08 500496 SCALE DATENTS2/23/09 2 OF 2 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. IN ACCORDANCE WITH SECTION 1715.5.5 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY GENERAL ALUMINUM 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH, AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = Wi + W2 2 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND OP CHART 3 INSTALLATION DETAILS REVISIONS REV DESCRIPTION DATE APPROVED A REVISED TO COMPLY WITH 2O07 FBC O7/08/09 R.L. B REVISED NOTES AND CHART 03/12/12 R.L. ANCHORING NOTES: 1) FOR ANCHORING INTO MASONRY USE FOUR (4) 3/16" MASONRY ANCHORS WITH A MINIMUM SHEAR CAPACITY OF 305LBS, AT EACH END OF MULLION WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. 2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE FOUR (4) #10 WOOD SCREW, AT EACH END OF MULLION WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATION D ETAI LS. 3) FOR ATTACHING WINDOW UNITS TO MULLION USE #8 SMS SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS AS SHOWN IN ANCHOR ELEVATION. 4) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION INSTRUCTIONS. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD CARROLLTON, TX 75006 1442, 1448, 5348 AND 5548 VERTICAL MULLION GENERAL NOTES DRAWN: DWG NO. F.A. 08-00139 SCALE NTS JDATI 01 /06/09 1 SHEET 1 OF 4 SIGNED: 0311212012 MT8* FF -', um 192" COMBINED WIDTH W1 yI W2 996" FRAME HEIGHT WINDOW WINDOW MULLION SPAN) 192" COMBINED WIDTH W1 --{ W2 - I 9 f/ FRAME WINDOW HEIGHT WINDOW MULLION SPAN) J 192" COMBINED WIDTH F_ W1 -I- W2 99 WINDO l WINDOW FRAME HEIGHT WINDOIA MULLION SPAN) I W1 W2 - 192" COMBINED WIDTH FI HI Mt S 192" COMBINED WIDTH W1 -jr W2 - FRAME WINDOW 14INDOW HEIGHT MULLION SPAN) J COMBINED WIDTH W2IW1 l I16" ,j ,j WINDOW IAMEGHT ///WINDOW/ N WINDO AN)N) L f W1 IF- W2 192" , I')n.nn nroee ,ro rofinn lnefl REVISIONS REV DESCRIPTION - OATE APPROVED A REVISED TO COMPLY WITH 2O07 FBC 01/06/09 R.L. S REVISED NOTES AND CHART 03/12/12 R.L. 192" COMBINED WIDTHF_ W1-I W2 96" J WINDOW j WINDOW FRAME HEIGHT WINDO MULLION SPAN) IItW1 W2~I192" COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 197 AS SHOWN HEREIN. Tributary width 18.00 24.00 30.00 36.00 42.w 48.00 54.00 in) 60.00 66.00 78.00 84.00 90.00 96.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0k4800130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 129.6 129.6 129.6 129.6 t29.6 129.6 129.6 129.6130.0 126.3 105.9 93.6 86.2 82.2 80.9 80,9 60.9 80.9 80.9 80.9 80,9 60.00 117.5 90.7 75.3 65.8 59.7 55.9 53.8 53.1 53.1 63.1 53.1 53.1 53.1 66.o0 87.7 67.3 65.6 48.1 43.2 39.9 37.8 36.6 36.3 36.3 36.3 36.3 36.3 72.00 67.2 51.4 1 42.2 1 36.3 32.3 29.6 27. 7E12. 25.8 25.6 25.6 25.6 25.8 78.00 52.7 40.2 32.9 26.1 249 22.6 21.0 19.2 16.6 18.6 18.6 18.6 84.00 42.0 320 26.1 222 19.6 17.7 16.4 14.7 13.9 13.8 13.8 13.8 96.00 34.1 25.9 21.1 17.9 15.7 14.2 13.0 11.5 10.7 10.5 10.5 10.5 96.00 28.0 21.3 1 17.3 1 14.0 12.8 11.5 1 10.5 LARGE AND SMALL MISSILE IMYAG I, Lt VtE U, VVINU LUIVt (0 GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD CARROLLTON, TX 75006 1442, 1448, 5348 AND 5548 VERTICAL MULLION CONFIGURATIONS AND CHART F.A. 108-00139 SCALE NTS - 01 /06/09 SHEET 2 OF 4 p 'rA OF PARTS LIST REVISIONS PART NUMBER DESCRIPTION 1442,1448,5348 8 5548 1 X 2 1/2 X 1/8 MULL ALUM. 6005 T-5 REV DESCRIPTION DATE APPROVED 1320 WOOD/MASONRY ANCHOR CLIP A REVISED TO COMPLY WITH 2O07 FBC 01/06/09 R.L, 1330 WOOD/MASONRY ANCHOR CLIP B REVISED NOTES AND CHART 03/12/12 R.L. 1350 MOUNTING PLATE SUBSTRATE 1438 WOODWASONRY ANCHOR CLIP BY OTHERS 1439 WOOD/MASONRY ANCHOR CUP SUBSTRATE A BY OTHERS e A iD pANCHOR SCREW D` n SEE NOTES 1 AND 2 e e °° " ONSHEET3 3 1 ANCHORSCREW WINDOW UNITS 8 SMS SEE NOTES 1 AND 2 JAMB FRAME SELF DRILLING SCREW ON SHEET 3 2 oa anaaa =Lena SH OR PW 024" MAX O.C. VERTICAL MULLION 1 TOP CLIP INSTALLATION fit= VER77C4L MULLION TOP CLIP INSTALLATION or T6 ANCHOR SCREW SEE NOTES 1 AND 2 ON SHEET 3 ANCHOR SCREW SEE NOTES 1 AND 2 ON SKEET C • D D D nd•. 4 .. yy-. .. R a. .< SUBSTRATEEJ L'4JL'+tYNYYVYV LJLS Yr'NYd BY OTHERS VERTICAL MULLION D .. ° a BOTTOM CUP /NSTAUATION P. • ' 0 . SUBSTRATE.- r d ° BY OTHERS VERTICAL MULLION BOTTOM CUP INSTALLA77ON m GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD CARROLLTON, TX 75006 1442, 1448, 5348 AND 5548 VERTICAL MULLION INSTALLATION DETAILS DRAWN: DwD NO. F. A. 08-00139 SCA- E NTS JOATE 01/06/09 SMEET3 OF 4 STA( TEOF • — u= ONA 11' ?G\ S' r /4' yr I Fes— r 'n• v/e' , JX - r ,n• V•• OMULLION CLIP ALUMINUM 6005-T5 r , IX x a/r x n• x/a• o/r D2 1/2" MULLION ALUMINUM 6005•T5 O3 MULLION CLIP ALUMINUM 6005•T5 Em Ve Ix 4 r) UNTING PLATE ALUMINUM 6005•T5 REVISIONS REV I DESCRIPTION I DATE I APPROVED OMULLION CLIP ALUMINUM 6005-T5 x , n• —{ 11 1 1 t/r t e/e• JH• x tn' x J/e• j O6 MULLION CLIP i ALUMINUM6005• T5 GENERALALUMINUM R UMINUM COMPANY 0I CARROLLTON, TX 75006 =ter •CENS.9s y 1442, 1448, 5348 AND 5548 ir• fN0 51 VERTICAL MULLION '• y}` COMPONENTS 70• $ TAT OF DRAWN: DWG N0. REV '1OR10; VALE NTS DATE 01 /06/09 08 s" 0- 496 OF 4 jj jONAl1E SEE NOTE 1 nly P. HEAD JAMBS 13 o SEENOIE I WASONRY J OPENING HINGE DETAIL FRAME N, IX BUCK Q as og2 SEE 1--K NOTE 2 7-- 5EE NOTE 2 - STRIKE JAMB FRAME ANCHONNG HINGE JAMB W zp uI X buck construction in NOTES: 1. i14" ITW Concrete screws anchoring frame and/or silrequke a minimum 2-1/7'ck!(Yance to masonry edges, a 1- [14" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from o different suppler may horve different edge distance and center distance requirements. Concrete screw iocotions at the 12 comers may be adjusted 10 mahitaft) the minimum edge distance to mortar joints. It concrete screw locotioris nofod as "MAX. ON CENTER" must be adjusted to maintain the minimum edge C, am 09/02Z08 distancetoroortarjoints. additional concrete screvvs, maybe required to ensure the maximum on center dimension is not exceeded. swc H.T.S. 2. 3116"ITW concrete screws anchoring frame and/or Of requite a minirnum 2 5/6'clearonce to masonry edges. a 1-114" Minimum embedment and n minirm-m 2- 114" clearance to adicIcarit W5 concrete screws unless otherwise noted by concrete screw monufocturer, CW. W. LRI; OPAVM NO.: FL- 4760.1 swu jE- OFfJ 10 DEC-13-2010 10:00 THOMAS LUMBER CC INC P.01 J{•e .1 IiQS Krissy Ripley — Sales Coordinator i A-S 231 W. Gore Street Orlando, Florida 32806 PI: 407-841-1250 Px: 407-841-1213 Ern: kriplevAthomaslurnber.com Btrr'dding Easier for iou " To: t rk Company: Fax: La . 32;3 . x-5-5-7( Pages: phone: Date: Re: &AC4 i n'e ('.rl rsk CC: O Urgent For Review E3 Please Comment Pleasr Reply 13 pleas* Recycle DEC-13-2010 10:01 THOMAS LUMBER CO INC Product Approval Method Method 1 Optiort D Date Submitted 10/D3/2008 Date Validated 10/06/2008 Date Pending FBC Approval 10/19/2008 Date Approved 12/10/2008 of Products F.02 a arc L Vl FL # Model, Humber or Name Descr ption 4760.1 a. Distinction Series Up to ff0x6'8 Opao,ue Fiberglass Door "Impact" - 9 Limits of Use Inswing or Outswing Approved for use In HVHZ: No Insta ation Instructions Approved for use outside HVHZ: yes F 7 Verifl 0 82 ] !NST 4760.1'.2 jLf d By: Lyndon F. Schmidt, P.E. 43409 iImpactResistant: Yes Design Pressure: N/A Creat d by independent Third Part Yesy Other: See INST 4760.1 for Design Pressure Ratirgs, Evolu lion Reports lany additional use limitations, installation instructions FL47 Creat R vA 476 odf d by Independent Third Party: Yesndproductparticulars. i476G.2 b, Distinction Series Up to 0 x 6'8 Opaque Fiberglass Door "Impact" - j{ Limits of Use Inswin or Qutswtng Ii Approved for use in HVHZ: No Instal Lion Instructions Approved for use outside HVHZ: Yes Impact Resistant: Yes 6 Verifi 1 I T 4 69 By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Creat by Independent Third Party: y: Yes Other: See INST 4760.2 for Design Pressure Ratings, Evalu Ft. 6 on Reports AE EVAI NjanyadditionaluseIimltat;ons, Installation instructions Creat 4160 2,gd by Independent Third Party: P1andproductparticulars_ Yes Back Department olCommon Florlde OtWdiny Code Codas and Stands 2555 Shumar d Oak So, Tallahassee, Porlda 323! 850) 487-1824, Fax (850) 0 2000-2010 The State of Florida. Priv$tatement I [owrlCht tat m nt I Aitl55ibilitu Siatlrren+ 1 Product Approval Aa INNER Varislyn V Tray Ise re ur. r reserved. mare I Customer Servic rvey I Cant t 1ittp:l/www.floridabuilding.org/p /rr_app dtl.aspx?param=wGEV OwtDatORTTC;tTli.mxc I'M 11f)lA NAN YA PLASTICS CORP. PLASTPRO INC. 4 PEACH TREE HILL AOAD LIVINGSTON, NFW./EA6EY 07039 DISTINCTION SERIES OPAQUE FIBERGLASS DOOR INSWING / OUTSWING IMPAcrr, GENERAL NOTES t. This product has been evoluate i and is in compliance with the 2007 Florida Budding Code (FOCI shucfv al requirements excluding the "High Velocity Hurricane Zane" HVHZI. 2. Product archon shot be as Isted and spaced as shown on details. Anchor embedment to base material sholl be beyond wall dressing or Stucco. 3. When used in areas requiring wind borne debris pro•.ection this product co.np lies with Section IW9.1.2 of the F8C and does nol require on impact resistant covering. This product meets missile level 'V and inctudes Wind lone 4 as defoed in ASTM ET 996, Shown for 2x buck masonry construCijon. 5 Site corroAlons that deviate horn the details of this drawing require further engineering onctysis by a licensed engineer or registered architect. TAELE OF COWOM SWEEF4 t DESCRIPTION TYPicd ekvafion, dew pre>5ues, & genorar notes Door pone] detuiis -- -- -- 3 _ YOrzontei cross sections-- 4 S E Bcn.k and tramO archvt;r,g • 2X blci: masonry construction kame OnCho0ng - IX buck. masorry constnldion 7 K of materbls R compaienb ' 37SO' MAX,. OVmAI! p FRAME WIDTH 3-s 4,SR'BESS.uR'E 37.50" - INSWING x +65.0 70.0 82 00" 37.50" _ QUTSWING X I +65.0 65.0 dra t i 1 a eh0w ago-x o u ,4 L o s Sm^na\s b A x U Oda W LNi z 4U W Sa 4 4 z Af i Z u E 09 02 03 ° or; RR n' W. CFS 3 wo Ma: FL-4760.1 0 a 7 T w 7 ° VER.IC INTERIOR 2 HORIZONTAL CROSS SECTION35J5' MAX, DOOR — PANEL WIMH 2 as r7 LAIti N! SfllE' VC9 LVL wand roiJacemerR Y5 C21kAa pvTOP RAlL IW Ai _++ a T X 46 fAICN HINGE SIRE CMGrki pvc fI C 8 b06R PANII I I L RFINF. WOGD 74 D06CeFu rkr-07 0 RARCilForbpvc NTERIOR EXTERIOR VERTICAL CROSS SECTION QI z O wrf 08 Ac O$ n N.7 S. aac. av: RR m nx. ar: LFS a a rnrwc wo.: m Ft_ 476GJ 3 s 2 or 7 " G 1-I14' MIN. YEMe, (rfP.) m 4 4 4 d! 3 12 4 7 °° 00 R = nn o E Q 0. 18 INTERIOR a 3 3 3 17 3 a 0 5 W 00 VUOornzc vi EXTERIOR 13 r a' z ya 4 N m 2 21 ti l a n 1-1/4-MIN. 3 HORIZONTAL CROSSSEC110N 3 Stmwn w/ ;k Sub-bw:t substituting I_t/dNdN. oIZ 6MF_ P. In ) 3 04) 4 concrete saewsfawcodscrewper se+ml t4.s.4 arheFec- 1 EMe. InP.) x f m I' J— OQ6 C-SINKS C-SINKC-S 43) O w t r ITYp.l TYP.) U zz 23 12 23 12 z z s_ f0 I s INTERIOR 16 6 INTERIOR N 8— ZZ Y IRAU turn 09 02 0813j N.T.S. EXTERIOR EXTERIOR 245 } 22 27 21 2 1 oaG. sr: RR DR 1 HORIZONTAL CROSS SECTION OutSwing Shpwn-inswing r2- HORIZONTAL CROSS ECG,, DON JJ -- N°'` also Approved Outswing shown - inswing F7-4760.1 also approved 0 ir 1"MIN. FROM t'NJ N. FIR OM MASONRY EDGE--------MASOn'RY EDt;E ------ a nTYP.} I jTYP.} n 2-1/2" MIN_ MOM 2-1J2" MIN. FROM MASONRY EDGE —.-{-+— MASONRY EDGE i'YP.) ITYP,} i 3 W a z° m = 7 p g s1 F4( o6l59 3u: o° 3//'i EXTERIOR INTERIOR U U12 U N 1 XTERIOR INTERIOR r, 1 VERTiCAi CROSS SECTION 4,jOufswk'sQshown-inswing also approved VERTICAi CROSS SECTION 44 Strownw/IXwb-tnfckwbstifuling conaefe screws for wood screws per a Section 1714.5.42 of fW.. FBC EXTERIOR INTERIOR EXTFRRI R INTERIOR - -- SCAM N.T.S. 3 1 VERTICAL CROSS SECTION l 4 slswng configvrofon VERTICAL CROSS SECTION4 Q IILSVRiCJ confis litQlion o&L ar RR ' Cox or- LFS s OR NRIL`: FL--47CO.I o 4 or 7 BILL OF MATERIALS w MATFRU PFH ITW CONCRETE SCREW STEEL PFH ITW CONCRETE SCREW TEFL I" PFH ITW CONCRETE SCREW STEEL 3,192 PSI MIN. CONCRETE CONFORMING TO ACI OW BLOCK. CONFORMING TO ASTM C90 CONCRETE A WOOD SCREW STEEL 3-=55 ELCO_CONCRETE SCREW -- ff4 FH WOOD SCREW STEEL O55 WOOD MN. 0-075" 1 HICI FIBERGLASS JYL DOOR BOTTOM SWEEP BY ENDURA VINYL BOTTOM SWEEP #3628 BY HOIJV, IND. AEW WOOD FOR LOCKS ITED PINE FRAME, HEAD& HINGE JAMBS WOOD WOOD N_20D SCREW STEEL L JUSTABLE THRESHOLD BY ENDURA CELLULAR PVC ALUM. I WOOD JUSTABLE THRESHOLD BY UP ALUM. /WOOD ATHER STRIPPING BY ENDURA FOAM N WEATHER STRIP QLON 650 BY SCHLEGEL FOAM ED ENTRY GRADE 2 STELI DBOLT GRADE 2 STEEL___ S LATCH AND HINGE STILE REINFORCEMENT WOOD f0LYUREFHAME-- IINGE AVOOD SCREW STEEL___ kMB COMP./ VINYL WOOD SCREW STEEL CEL(,UJLAR WC CELLULAR PVC STEEL UMP THRESHOLD ALUM.) LATE TEI ., , E4 2. 44" JAMB DIOAK-1-18,11, - 4. 56" A- 5C 2. 44'--1 A JAMB1 "— 124Finger geijcxrd pine E. N.T.S. on - RIF sy. tFs 04 NO.: FL- 4760.1 I TW-7 d C! Ely 3. 2 jup-.I C21QC2O. CC) QA 66 g I I :.! I I 4(1 1 F11, M//, C! EXTE CHI) vx Z7 u173—'\ MONZONTAL CROSS SECTIOR CO: -CM Ocg 14 sad; Ln C) I A-5A.2 ef —AFSC I- OW, I'll Imm- pF 14K 4) Fil Itm7 I NTFR OR IWEPiOR TWO, LLLI— N. T.S. EXTEI9 I L 40) Iva ff. 21 V, un COMIC WL 1'--2 HOROIOMTAt CROSS SECION OE Tol as —11ing sh -jr4.. r- - ir 5 W r.:3 WJS—Suc—nok EVERiOP NTEROR 1HQRU NTACCROSSSECITON 11 ' Ill 35:? SI.14.AX LONG DIE] 11ITnff AA F- 1 ITT V`%-- RPANII IA,-Cll 1111G111 1 1' 111:- c4s)- al—AlIc11 E-)( IER-.OR IMMOR WRTICAt CROSSSECTOON 2 sc cpaoz-1 Notice Of Consumer Riahts under the Construction Industries Recovery Fund Florida law requires that you must be provided notice of your rights under the Construction Industries Recovery FundincludinghowandwheretofileaclaimagainsttheFundforreimbursementofmoneydamagescausedbyastatelicensedcontractorortheconstructioncompanywithwhomyouhavesignedacontract. The Construction Industries Recovery Fund was created to reimburse consumers who have suffered monetary lossduetoviolationofbuildingcodes, mismanagement, misconduct, abandonment or signing certain false statements concerning bonding, payment of sub -contractors or insurance coverage, by any contractor, financially responsible officer or business organization licensed under Chapter 489, FL Statutes. This Fund is only available in cases where the contract was signed AND the violation occurred on or after July 1, 1993. Filing a complaint against a contractor is not the same as filing a claim against the Fund. Even if you file a complaint against a contractor with the Department of Business & Professional Regulation (DBPR), you still have to give the Construction Industry Licensing Board (CILB) notice of your claim and file a separate claim against the Fund to recover any money from the Fund. In order to seek compensation from the Construction Industries Recovery Fund, you must notify the CILB of yourclaimbycertifiedmailatthetimeyoucommencelegalactionif: 1. You have entered into written contract with a licensed cortractor for repair, restoration, improvement or construction of residential real property; and "`` 2. You have commenced legal action against a contractor, financially responsible officer or business organization for violations of the applicable portions of S.489.129, FL Stat. You will also be required to file a Construction Industries Recovery Fund Claim Form with the CILB. The address to which you should write to give notice of your claim, to request a Construction Industries RecoveryFundClaimForm, submit a completed form, or to receive more information about the Fund is: Construction Industries Licensing Board 7960 Arlington Expressway, Suite 300 Jacksonville, FL 32211-7476 Phone Number (407) 359-6310 The completed form must be mailed to the Board Office at the above address. If you have questions and/or want to additionally file a complaint with the DBPR against the contractor, financially responsible officer and/or the business organization, please write to the Complaints Section, Department of Business & Professional Regulation, 1940 NorthMonroeStreet, Tallahassee, FL 32399-0782. TYPES OF VIOLATIONS The Recovery Fund is only available if the contractor, financially responsible officer or business organization committed one of the following violations: 1. Knowingly violating applicable city, county, or state building codes or. laws. 2. Committing mismanagement of funds or misconduct in the ;practice of contracting that causes financialharmtoacustomer. 3. Abandoning a construction project for more than 90 days. 4. Signing a false statement claiming work is bonded, that all payments to subcontractors have been made. S. Claiming to have provided certain worker's compensation and insurance protection. Florida laws provide specific definitions for determining whether ;. contractor's actions may constitute one oftheseviolations. v ti+.4 ut Uh p ..l.I iiilRri` I i, A IdI`'q,4 '' , I E ilil. i i,ll'di•sCs`e`'Is l':i h,h, I0 RM'I IOWABOUT THE FUAD;'Sff S.489.140 TO 489.1,13, FL STATUTES AND RULES 61134-21.001TO61134-21.005, FL ADMINISTRATIVE CODES. Contractor Initials: i?orneowner Initials- CONDITIONS FOR RECOVERY In order to recover from the Fund, you must be an individual - not a company. The Recovery Fund is intended onlyasalastresort. Before you can get any money from the Fund, you must have obtained a final judgment from aFloridaCourtorarestitutionorderfromtheCILBbasedonthetypesofviolationsoflawalreadymentioned. The violation of law and the signing of the construction contract must have BOTH happened on or after July 1, 1993. Before the Fund will pay any money, you must show that you have made exhaustive efforts to determine if there are any assets of the contractor, financially responsible officer or business organization, or any other people or companies that you may have a judgment against, from which you can recover all or part of the money you are owed. If so, you must try to recover before you can collect from the Fund. You have to file a claim for recovery with the Fund within 2 years of the time you find out or should have found out about the violation of law. No claim can be made more than 4 years after the time the violation of law happened. PERSONS NOT QUALIFIED You cannot recover from the Fund if: 1. You are married to the person your judgment or restitution order is against or you are the personal representative of such married person. 2. You were the contractor on the job that caused the claim. 3. Your construction contract was signed before July 1, 1993. 4. The violation of law happened before July 1, 1993. 5. The contractor did not have a valid and current license at time the construction was done. 6. You were associated in a business relationship with the contractor other than the construction contract related to the claim. 7. You lost money because you made improper payments to the contractor in violation of Chapter 713, Part I, FL Statutes. PAYMENTS FROM THE FUND The Fund does not pay post judgment interest, punitive damages, or attorney fees. The Fund only pays what you have not yet collected for actual or compensatory damages. The Fund Bays the lesser of up to $25,000 per claim, 25,000 per transaction, or $50,000 per contractor. THE CONTRACTOR WHO AGREED TO WORK ON YOUR RESIDENTIAL PROPERTY IS REQUIRED BY STATE LAW TO GIVE YOU THIS NOTICE TWICE DURING THE CONTRACT. THIS NOTICE IN NO WAY IMPLIES THAT THE CONTRACTOR IS UNRELIABLE, Contractor Initials: — Homeowner Initials BusinessFlorida Deparrtme-!-ito` r, Y ProfeSSion Re u(atio ors; Florida's Construction Lien Law Protect Yourself and Your Inivestrnent According to Florida law, those who work on your property or provide materials, and are not paid -in -full, have a right to enforce their claim for payment against your property. This claim is known as a constructionlien. . If your contractor fails to pay subcontractors or material suppliers, the people who are owed money maylooktoyourpropertyforpayment, even if you have paid your contractor in full. This means that if a lien is filed against your property, your property could be sold against your willtopayforlabor, materials, or other services which your contractor may have failed to pay. This document provides information regarding FloridaStatute 713, Part 1, as it pertains to home construction and remodeling, and provides tips on how you can avoid construction liens on your property. Protecting Yourself If you hire a contractor and the improvements cost more than $2,500, you should know the following: Youmaybeliableifyoupayyourcontractorandhetheir `ails to pay his suppliers or contractors. There is a way to protect yourself. A Release of Lien is a written statement that removes your property from the threat of lien. Before you make any payment, be sure you receive this waiver from suppliers and subcontractors covering the materials used and work performed on your property. Request from the contractor, via certified or registered mail, a list of all subcontractors and suppliers who have a contract with the contractor to provide services or materials to your property. Ifyourcontractcallsforpartialpaymentsbeforetheworkiscompleted, get a Partial Release of Lien covering all workers and materials used to that point. Before you make the last payment to your contractor, obtain an affidavit from your contractor that specifies all unpaid parties who performed labor, services or provided services or materials to your property. Make sure that your contractor provides you with final releases from these parties before youmakethefinalpayment. Always file a Notice of Commencement before beginning. a home construction or remodeling project. The local authority that issues building permits is required to provide this form. You must record the form with the Clerk of the Circuit Court in the county where the property being improved islocated. Also post a certified copy at the job site. (In lieu, of a certified copy, you may post an affidavitstatingthataNoticeofCommencementhasbeenrecorded. Attach a copy of the Notice of Commencementtotheaffidavit.) In addition, the building department is prohibited from performing the first inspection if the Notice of Commencement is not also filed with the building department. You can also supply a notarized statement that the Notice has been filed, with a copy attached. The Notice of Commencement notes the intent to begin improvements, the location of the property, descriptionoftheworkandtheamountofbond (if any). It also identifies the property owner, contractor, surety, lender and other pertinent information. Failure to record a Notice of Commencement or incorrect information on the Notice could contribute to your having to pay Nvice for the same work or materials. 1 of 2 Updated 12/10/2008 Notice To Owner Prior to filing a lien, a lienor who does not have a direct contract with the owner, must serve the owner with a Notice to Owner. The Notice to Owner must state the lienoft name and address, and a description of the real property and the nature of the services or materials bein.-3'Furnished. The Notice to Owner must be served before commencing, or within 45 days of commencing; to furnish the services or materials (but before owner's final payment to the contractor). A lien cannot be enforced unless the lienor has served the Notice to Owner as described above. Whose Responsibility is it To Get These Releases? You can stipulate in the agreement with your contractor that he mt..ist provide all releases of lien: If it is not a part of the contract, however, or you act as your own contractor, YOU must get the releases. If you borrow money to pay for the improvements and the lender pays the contractor(s) directly without obtaining releases, the lending institution may be responsible to you for any loss. What Can Happen If I Don't Get Releases Of Lien? You will not be able to sell your property unless all outstanding liens are paid. Sometimes a landowner can even be forced to sell his property to satisfy a lien. Who Can Claim A Lien On My Property? Contractors, laborers, materials suppliers, subcontractors and p; o,tessionals such as architects, landscape architects, interior designers, engineers or land surveyors all have the right to file a claim of lien for work or materials. Always require a release of lien from anyone who toes work on your home. Contesting A Lien A lien is valid for one year, unless a lienor files a lawsuit to enforce the lien prior to the expiration of the year. An owner has a right to file a Notice of Contest of Lien during the one-year period. Upon the filing of a Notice of Contest of Lien, a lienor must file a lawsuit to enforce the lien within 60 days. Failure of the lienor to timely file a lawsuit renders the lien invalid. THE CONSTRUCTION LIEN LAW IS COMPLEX AND CANNOT BE COVERED COMPLETELY IN THIS DOCUMENT. WE RECOMMEND THAT WHENEVER A SPECIFIC PROBLEM ARISES, YOU CONSULT AN ATTORNEY. To register a complaint (or learn if complaints have been filed against a prospective contractor), contact the Florida Department of Business and Professiona.I Regulation's Customer Contact Center at: 850.487.1395 or CallCenter@dbpr.state.fl.us Or write to: Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32399-1027 Or visit online at: www.MvFloridaLicense.com License verification is available 24 hours a day and 7 days a week by calling our Customer Contact Center at 850.487.1395 or going online to www. MyFlorid a License. com > Search fora Licensee. You may also contact your local building department or the Better Business Bureau. 2 of 2 a Updated 12/10/2008 CHAPTER 558 NOTICE OF CLAIM CHAPTER 558, FLORIDA STATUTES, CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED CONSTRUCTION DEFECT. SIXTY DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACT A WRITTEN NOTICE, REFERRING TO CHAPTER 558, OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE. THERE ARE STRICT DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS. Contractor Initials: - Homeowner Initials RADON WARNING RADON GAS: RADON IS A NATURALLY OCCURRING RADIOACTIVE GAS THAT, WHEN IT HAS ACCUMULATED IN ABUILDINGINSUFFICIENTQUANTITIES, MAY PRESENT HEALTH RISKS TO PERSONS WHO ARE EXPOSED TO ITOVERTIME. LEVELS OF RADON THAT EXCEED FEDERAL AND STATE GUIDELINES HAVE BEEN FOUND INBUILDINGSINFLORIDA. ADDITIONAL INFORMATION REGARDING RADON AND RADON TESTING MAY BEOBTAINEDFROMYOURCOUNTYHEALTHDEPARTMENT. Contractor Initials: _ . Homeowner Initials -2 L LANDW,,J1ZK BUILDING & CONSTRUCTION, INC. 10, galCBC1253840Z November.21, 2012 i For: Zakia Jaffer 201 S. Bristol Circle Sanford, FL 32773 Repair damaged home due to automobile collision TOTAL CONTRACT P CEr: 6 467 90 .r Contractor Initials: Homeowner Initials BUILDING CONSTRUCTION CONTRACT CBC1253848 THIS AGREEMENT is made this 21st day of November, 2012, between Zakia ]after , hereinafter called Owner, whose address is 201 S. Bristol Circle, Sanford, FL 32773 and Landmark Building & Construction, Inc. , hereinafter called Contractor, whose address is PO Box 1329 Sanford, FI 32772. IN CONSIDERATION of the covenants and agreements herein contained, the parties agree asfollows: Contractor agrees to repair/rebuild and complete in a rood workman -like and substantial manner, furnishing all labor, materials, tools and equipment therefore, Single Family Residencerepair (hereinafter called The Structure, whether one or more buildings or improvements), upon the following real property on 201 S. Bristol Circle, Sanford, FL 32773. 1. The Structure is to be constructed and completed in substantial conformance with plansandspecificationsforthesame, signed by both partiEs),ereto, a copy of which will be filed With the local building authority. 2. In consideration of the covenants and agreements herein being substantially performed and kept by Contractor, including :supplying of all labor, materials and services required by this Contract, and the construction and completion of The Structure, Owner agrees to pay to Contractor the sum of $36,467.90. 3. The plans and scope of work are intended to supplement each other so that anyworkexhibitedineitherandnotmentionedintheotherspecsthescopeofwork sheet is to take preference. 4. Should the Owner, lien holder or public authority at any time prior to or during the construction process, request any modification, alteration or deviation, in addition to this Contract, they are to be requested in writing to the Contractor. A change order will be submitted to the Owner with the additional cost incurred and at which time both parties will sign change order and payment will be made in full. If change order is not signed by both parties and payment not made, no additional work will be done. Any change orders to contract will add a minimum of 3 days to completiondate. 5. The Contractor shall not be responsible for any damage occurred by the Owner or Owner's Agent, acts of God, earthquake or causes beyond the control of Contractor unless otherwise herein provided or unless he i. obligated by the terms to provide insurance against such hazards. Should any of the above occur time will be added to the.4 month completion date. b. Contractor shall at his own expense carry a Workman's Compensation Exemption and General Liability insurance necessary for the full protection of the Contractor and Owner during the process of the work. Contractor Initials: Homeowner Initials BUILDING CONSTRUCTION CONTRACT CBC1253840 7. Should either party bring suit in Court to enforce the terms hereof any judgment awarded shall include court costs and reasonable attorney fees to the successful party. 8. Until the completion of the work, the Contractor agrees to remove all debris and surplus materials occasioned by construction from the building site and leave said property in neat and broom clean condition. 9. Building Contractor has the right to subcontract any part, or all of the work herein agreed to be performed. 10.Owner hereby grants to Contractor the right to display signs and advertise at the building site until the completion of work and all funds have been paid to builder. 11. Signed blueprints provided by Contractor.. Contractor supplies Scope of Work and it becomes part of this Contract. In the event of any discrepancies between blueprints and the Scope of Work, the Scope of Work is to take precedence over the blueprints. (the Owner and Contractor are to compare the Scope of Work to the blueprints to verify accuracy of the blueprints and Scope of Work.) 12.Owner to pay contractor $2,000.00 the day permit is posted on job site. 13. The contractor has 90 days to complete the construction. The contractor will pay a 100.00 per day penalty after 90 days commencing on the day of issuance of permit. See paragraph 5 for exceptions. 14.Owner is responsible for Homeowner's Association Approval. This Contract is subject to acceptance within 10 days and becomes void thereafter. Contractor Initials: Homeowner Initials BUILDING CONSTRUCTION CONTRACT CBC1253840 . Scope Of Work 1. Pull all necessary permits, supply all necessary drawings/plans and engineering to complete the project. 2. Remove drywall on ceiling to expose possible damaged trusses. 3. Shore up damaged trusses at all weight -bearing walls. 4. Remove damaged weight -bearing walls in front and rear of home. 5. Replace bearing walls to engineer's specifications. 6. Rewire electric as necessary. 7. Re -plumb dishwasher and kitchen sink due to damaged plumbing. 8. Replace sliding glass door. Replace lOwn window. Install new front window 6 feet wide and 4 feet tall with steel security bars. 9. Re -insulate all exterior walls with R-11_ insulation. 10. Replace vinyl siding outside' of home. 11. Repair damaged brick on front of home. 12. Remove all kitchen cabinets. Install nq.,w cabinets and formica Countertops - see allowance. 13. Repair interior wall between kitchen .ands dining room and any other damaged drywall in kitchen, dining room and living room. 14. Install new door unit to pantry. 15. Install new door unit to master bedroom. 16. Replace inside door unit to garage. 17. Install new front door unit — see allowance. 18. Repair all drywall on ceilings and walls ns necessary. Mud, tape and texture spray to match existing(knockdown texture ceiling). 19. Install new dishwasher, refrigerator, kitchen sink & faucet/ garbage disposal. 20. Install casing and baseboard as needed. 21. Prime and paint all walls, ceilings, baseboards, casings, and doors in kitchen and dining room areas (not whole house). 22. Paint outside damaged areas on exterior of home. 23. Replace broken/scratched floor tiles up to 20 SF. 24. Install light fixtures in dining room and kitchen and ceiling fan in living room — fixtures provided by owner. 25. Replace lower panel of garage door dine do impact. /-- Contractor Initials: Ho,. teowner Initials %' BUILDING CONSTRUCTION CONTRACT CBC1253840 26. Replace 40 LF of sidewalk on front of home damaged by vehicle. 27. Remove all construction debris and clean interior of home. 28. Install new security screen door. 29. Repair security system — see allowance. 30. Repair duct work as needed and A/C grill in living room. TOTAL Exclusions: This proposal excludes the following items: 369467.90 1. No landscaping 2. No sprinkler system repairs 3. No surveys 4. No electric service change 5. No cleaning of sleeping areas and bathrooms except toilets es Giuliani, Vice President i'aa aMr Landmark Building & Const. Contractor Initials: G'" Hoineowner Initials ALLOWANCE SHEET Cabinets & Countertops UM $4,500.00 Front Door $300.00 Security System Repair $300. 00 The Owners may select up to the above allowances (tax and delivery fees included) as shown. Owners are to select materials/labor associated with above items from builder's approved list of suppliers/contractors. In the event Owners exceed the allowances, they are to pay overages atthetimeofselectingtheupgrades. In witness whereof, said parties hereunto set. their hands this °11 S+ day of Qy-(e.rx 2012. Contractor:% mark Building & Constru1;1, Inc. Owner: kia Contractor Initials: _ Homeowner Initials Landmark Building & Construction, Inc. CBC1253640 CONTRACTOR AND CUSTOMER RESPONSIBILITIES 1. The contractor is to supply the following insurance during construction of the home: a) Minimum of $1,000,000.00 General Liability insurance b) Worker's Compensation Exemption 2. Builders Risk insurance provided by owner. 3. Room dimensions may change slightly from new blueprints. Floor plan to remain the same. 4 All construction draws are to be paid to Contractor, as per the draw schedule with the exception of the final draw, which is to be signed off by the owner & paid to theContractorSeedrawschedule 5. The draw schedule is as follows. Draws may be applied for out of numerical sequence due to scheduling. Draw - Plans and Engineering $800.00 Due at the time plans are completed and delivered Draw #1 Posting of Permit i$2,000.00 Draw #2 All Demo work of existing damaged walls, concrete walks, cabinets and countertops, siding, electrical, plumbing, drywall, windows and doors. $5,260.56 Draw #3 The completion of all interior and exterior framing to include walls dried in, rough electric, A/C repair if needed, overhead garage door panel replaced. $7,260.55 Draw #4 All exterior windows and doors installed. Insulation completed. Siding andbrickcompleted. $5,000.00 Draw #5 Drywall hung, mud, taped and sprayed. Interior wood trim and doors completed. Walls and trim primed for paint. $6,000.00 Draw #6 Cabinets and countertops installed. Electrical completed. Fixtures hung. Appliances installed. $6,500.00 Draw #7 All interior and exterior painting completed. House cleaned inside and out. Scope of work 100% complete. $3,646.79. 6. The contractor agrees to supply lien waivers before final draw is to be paid. Prior to construction, contractor to supply copies of auto insurance, liability insurance, workers compensation exempt form and W-9. 7. Construction of the home and all items therein shall be per the construction contract and blueprints, not per any verbal communication during the design process, prior to the contract execution date. 8. The homeowners agree not to move into the home or take possession until the final draw has been paid to Builder, or there is to be a $100.00 per day penalty paid to the contractor unless other agreements are made in writing. 9. There is to be a signed punch list which is prepared by both contractor & homeowner, or his/her agent, r to receiving the final draw check or owner taking occupancy. The Contractor Initials: Homeowner Initials C - Landmark Building 8& Consk.ruction, Inc. CBC1253840 contractor has up to .15 days to complete punch list (unless any items have to beordered & time is out of the control of the contractor). 10. The Contractor is to provide all working sets of drawings and engineering for project. 11. The contractor shall not be held responsible for any delays due to prolonged bad weather, acts of God, vandalism, fire, material shortages or other delays out of the control of the contractor in regard to the completion of the project. 12. Homeowner & contractor shall take reasonableprecautions for the safety, & shall provide reasonable protection, to prevent damage, injury or loss to persons working on thesite & other persons who may be affected thereby. 13. The work shall be substantially completed in accordance with the contract documents. Substantially completed" shall mean that the certificate of occupancy has been issued & thatallworkhasbeencompletedinaccordancewithcontractdocuments, including painting, landscaping & excluding only such items as are customarily deemed punch list itemsinthetrade. 14. The contractor shall promptly correct work that fails to conform to the requirements of the contract documents during 'construction. This obligation of contractor shall apply to workdonebysubcontractorsaswellastoworkdonebydirectemployeesofcontractor. 15. Contract price includes permit fees but not to include any impact fees. 16. Contract price is good for 30 days from date of contractor's signature. Price may changeduetochangesmadebygoverningagencieswhethertheyaredirectlyorindirectlyrelated. 17. It is agreed that owners will have access to property/building at all times. If any correctionsorchangesaredecidedupon, this will be done through the Builder. 18. The Contractor warrants the addition for a period of one year from the issue date of the certificate of occupancy under conditions deemed standard and/or normal within the industry. This contract is subject to acceptance within 10 days and void thereafter. Date zt 1 12 Date Contractor Initials: Homeowner Initials 0 r 1 ^ 4Ce REVISION Permit-# /- U ' Revision # Project Address: ZQ 1 % / S J O6 G Contact: J h ik7 -; ,s` ! U L) Gc ) % Fax: Email: Trades encompassed in revision: I Building Plumbing Electrical Mechanical Life Safety Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: A)G1)en,- 4-" )0)-4Czrti.<i) ROUTING INFORMATION Approvals 51le PERMF# Ly-?--&r Existincl rear Forch Frame Wall To Be Removed And Replaced Des. Pres 21.,a, -22.8 Des. Free 19 New 3030 Window o - roNew6-mx6 -8 4° I New I I Existing Sin (I r- inin EXISTING W KITQ4EN DBar Co 4 1 New Ref. I REF: To Relocate Sink And Dishwasher To Bar ADD: 201 Bristol Circle Sanford, Florida