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Home My WebLink About239 Coch Coal Dr1 RECEIVED MAR 10 2011 BY: =SAWORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I 1- 1014 Documented Construction Value: $ . d 0 Job Address: / Historic District: Yes No K-1 Parcel ID: le) -aO -30 -,TCr- O&OD Zoning: Description of Work:i 5 14-t tyto ol) w Plan Review Contact Person: Title: A14%ell' Phone: Fax: AOL 6" Fg- ,Q 0 E-mail: /_5C4l /-/If Ote 1, Property Owner Information ,, ff Name 607/trg rn % Phone: _ 4Wj Street: L'7j- 9 L` d t'a &%j D g. Resident of property? : A City, State Zip: fk.1--d4m, Ff 369-7 ? Contractor Information Name 5/Qt17d 6E9iZlj,trh2 a t r/1'c? `/ a Phone: V47- +t l - l rOP Street: " ft'7 j2LM AQ-7-i4vm FaxAQ-7-b - VVI'm City, State Zip: 7 State License No.:_7_ C -A& C i ch?te t/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Building Permit P-4 ZoA Square Footage: / Construction Type: 4Vftg4 d No. of Stories: No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: Mechanical (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 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: AA S-101II UTILITIES: Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS:_66( tb tcPla {iC•sFit,, ,.1, l Rev 11.08 PO Box 952709 Lake'Mary, Florida 32795 Tel: 407-688-1999 Fax: 321-296-7384 www.soutliernremod.com Buyer(s) w 'hf t Date Address' rl City Ctic %) 1 State Zip County /)')/,/`f'v Home Phone Work Phone d - Cell Phone Southern Remodeling, LLC Windows Sunrooms Certified Residential CR058078 Southern Remodeling, LLC. Southern Remodeling, LLC. agrees to sell and the buyer(s) agree(s) to buy the following goods and services, which are to be furnished orusedinthemodernization, rehabilitation, repair, alteration or improvement of the real property located at the buyer's address given below. TOTAL INVESTMENT ... " i7- - ! ;7,5, cB. DEPOSIT -10% MEASURE -"40% ':t PERMITACQIASMON-= MATERIAL OgJVERY-21*LESS yr00 COMPLETION OF ERECTION IM SInitial ' PAYMENT IS DUE ON COMPLETION OF WORK TO BE PERFORMED BY SOUTHERN REMODELING, LLC AND IS NOT - APPLICABLE TO ANY PENDING INSPECTION BY THIRD PARTIES. ALL WORK IS COMPLETELY WARRANTED. Credit Card # Exp. Date / Finance Information: Proposed Monthly term 1( i`.4YMlVT$UflILCT Td CRL'OITS('OAL'AND MAY VARY.pgyNlLV)rPoposedLMonthly Payment $ Comments: Cash Check '# O Visa MC AmEx Discover i0 GLASS TYPE: Impact Glass SoutherCUSTOMERINITIALSm IM Glass NON -IMPACT) C ERAINITIALS Southern Remodeling, LLC. is not responsible for alarm system reconnect or damage to alarm system. It is the buyer's responsibility for anychargesincurredforalarmsystemservices. Southern Remodeling, LLC is not responsible for damage to landscaping or any other peripheral damage that may occur during installation. Material and labor will be furnished in accordance to the specification listed in this agreement. Southern Remodeling, LLC is notresponsibleforanyinteriororexteriorpaintingand/or staining unless otherwise specified in the terms of this agreement. ACCEPTANCE OF PROPOSAL IT IS AGREED AND UNDERSTOOD BYAND BETWEEN PARTIES THAT THIS AGREEMENT, FRONT AND BACK, CONSTITUTES THE ENTIRE UNDERSTANDING BETWEEN THEPARTIES, AND THERE ARE NO VERBAL UNDERSTANDINGS CHANGING OR MODIFYING ANY OF THE TERMS OF THIS AGREEMENT. BUYER(S) HEREBY ACKNOWLEDGETHATBUYER(S) HAS READ THE FRONT AND THE REVERSE OF THIS OF THIS AGREEMENT AND HAS RECEIVED A COMPLETED, SIGNED AND DATED COPY OF THIS AcAGREEMENT ON THE DATE FIRST WRITTEN ABOVE. BUYER(S) ACKNOWLEDGE THEY WERE ORALLY INFORMED OF THEIR RIGHT TO CANCEL THIS TRANSACTIONDAFULLYCOMP. NOTICE OF CANCELLATION FORM. BUYER AGREES TO MAKE PAYM TS AS SHOWN ABOVE. OUT REMODELING, LLC BY: T''/' B iG t SIGIN' A E- SIGNATURE YOU THE BUYER(S), MAY CANCEL THIS TRANSACTION AT ANYTIME PRIOR TO MIDNIGHT OF THE THIRSIGNATURE D BUSINESS DAYAFTER THE DATE OF THISTRANSACTION. SEE THE ACCOMPANYING NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT WHITE — OFFICE COPY CANARY — CUSTOMER COPY CERTIFICATE OF LIABILITY INSURANCE DATE(MWDDIYYYY) 1/13/2011 PRQQUCER Charles Davis & Associates Inc. 1754 Rinehart Rd. Sanford, F1 32771 407-324-91.37 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED SOUTHERN REMODELING, LLC PO BOX 952709 LAKE MARY, FL 32789 INSURER A: AMERICAN VEHICLE INSURER B: INSURER C: INSURER D: INSURER E 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR DD'LNSRD TYPEF INSURANCE POLICY NUMBER POLICY EFFECTIVE ATE MM1DD POLICYEXPIRATI N DATE MMI D LIMITS GENERAL LIABIUTY EACH OCCURRENCE $ 1, 00,000 PREMISES Eaoccurenco $ 100,000XCOMMERCUILGENERALLIABILITY MEDEXP(Anyoneperson) $ PJ 000CLAIMSMADEaOCCUR PERSONAL&ADV INJURY $ 1,000 000GLOS1106546911/25/10 11/25/11 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $ 2,000,000 POLICY PRO LOCJECT AUTOMOBILE LIABILITY ANYAUTO COMBINED SINGLE LIMIT $ Ea acciderd) BODILYINJURY $ Per per) ALLOWNEDAUTOS SCHEDULED AUTOS BODILYINJURY $ Peraccident) HIRED AUTOS NON-OWNEDAUTOS PROPERTY DAMAGE S Peraccldent) GARAGE LIABILITY AUTO ONLY -EA ACCIDENT $ OTHERTHAN EAACC $ ANYAUTO AUTOONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ AGGREGATE SOCCURF-1 CLAIMSMADE DEDUCTIBLE RETENTION $ WORKERS COMPENSATIONAND WC- OTH- TO S LIMIATS I I ER EL EACH ACCIDENT $ EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/m(EDuTPJE OFFICER/MEMER EXCLUDED? E.L. DISEASE - EA EMPLOYE $ Ifes, describe under SPECIAL PROVISIONS below E.LDISEASE- POLICY LIMIT 1 $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENTI SPECIAL PROVISIONS 1=DTICIr`ATC urn n=D C'AMrFLLATION CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVE SANFORD , FL 32711 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR REPRESE ATNES. AUTHO O REPRESENTATIVE a ))CL - &k) \ 0& ACORD25(2001106)l / ' ' uacuxU UKrUKA I iUIM -ttIaa Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 at s3 ra 3 t 3 Via" 3 V:` - .. Dnvu7 JOHNSON, CFA.ASA PROPERTY t`` 4 3 30 . 1 kA 1RISER 5 rOG00-0000 V ' VAPP 22 21 3EMINOLECOUNTYi1. tlot'E.F1esrsr G saNFCRM. FL32771-1468.at y S 8 7 8 0 407-665-7506 3 10 1\ G 2 F'I 31( VALUE SUMMARY VALUES 2011 2010 GENERAL Working Certified Value Method Cost/Market Cost/MarketParcelId: 10-20-30-5CU-OG00-0210 Number of Buildings 1 1Owner: SHOEMAKER GARTH A JR & Depreciated Bldg Value $68,984 $75,996Own/Addr: JUDITH G Depreciated EXFT Value $1,978 $1,068MailingAddress: 239 LOCH LOW DR Land Value (Market) $15,000 $18,000City,State,ZipCode: SANFORD FL 32773 Property Address: 239 LOCH LOW DR SANFORD 32773 Land Value Ag $0 $0 Subdivision Name: HIDDEN LAKE UNIT 1-D Just/Market Value $85,962 $95,064 Tax District: S1-SANFORD Portablity Adj $0 $0 Exemptions: 00 -HOMESTEAD (1994) Save Our Homes Adj $0 $7,164 Dor: 01 -SINGLE FAMILY Amendment 1 Adj $0 $0 Assessed Value (SOH) $85,9621 $87,900 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $85,962 $50,000 $35,962 Amendment 1 adjustment is not applicable to school assessment) Schools $85,962 $25,000 $60,962 City Sanford $85,962 $50,000 $35,962 SJWM(Saint Johns Water Management) $85,962 $50,000 $35,962 County Bonds $85,9621 $50,000 $35,962 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES 2010 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Amount (without SOH): $1,100 WARRANTY DEED 11/1981 01367 0695 $56,000 Improved Yes 2010 Tax Bill Amount: $956 WARRANTY DEED 01/1981 01316 0093 $55,000 Improved Yes Save Our Homes (SOH) Savings: $144 2010 Certified Taxable Value and Taxes Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS; Pick... l= LOT 0 0 1.000 15,000.00 $15,000 LEG LOT 21 BLK G HIDDEN LAKE UNIT 1-D PB 17 PG 58 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Building Sketch 1 SINGLE FAMILY 1980 6 1,395 2,035 1,395 EW CONCRETE BLOCK $68,984 $79,521 Appendage / Sgft GARAGE FINISHED/ 480 Appendage / Sgft OPEN PORCH FINISHED / 160 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM GLASS PORCH 1985 276 $1,546 $3,864 WOOD UTILITY BLDG 2004 100 $432 $600 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. if you recently purchased a homesteaded property your next ears property tax will be based on Just/Market value. h4://www.scpafl.org/web/re-web.seminole-count3_title?parcel=l 0203 05 CUOG000210&... 3/10/2011 pmn^ z1l /C7 c R W R W Building Consultants, nc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 OFFICE Product Category Sub Category Manufacturer Product Name Alside Window Company Model 02A0 Window Single Hung 3773 State Road Single Hung Window Cuyahoga Falls, OH 44223 Non -Impact' Phone 330.922.2108 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Alside Window Company, based on Rule Chapter No. 913-72.070, Method 1A of the State of Florida Product Approval, Dept. of Community Affairs - Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 4. Site conditions that deviate from the details of drawing FL -10453.6 require further engineering analysis by a licensed engineer or registered architect. 5. See drawing FL -10453.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. ATI 70677.01-501-47 2. Drawing No. No. FL -10453.6 3. Calculations Product Anchoring Buck Anchoring Test Standard AAMANVDMA/CSA 101/I.S.2/A440-05 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Architectural Testing, Inc. Michael L. Mackereth Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by Architectural Testing, Inc., certifying that Alside Window Companyis manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. PF 1361 Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 December 17, 2009 J r> r 3773 STATE ROAD, CUYAHOGA FALLS, OH 44223 MODEL 02AO SINGLE HUNG WINDOW NON- IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements excluding the High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.12 of the 2007 FBC. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. OVERALL FIXED LITE SASH FRAME D.L.O. D.L.O. . DIMENSION DIMENSION-. DIMENSION TABLE OFCONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures and general notes 2 Vertical & horizontal cross sections - 2"buck masonry construction 3 Vertical & horizontal cross sections - optional sills 4 Vertical & horizontal cross sections - direct to masonry 5 Vertical & horizontal cross sections - 2x stud construction 6 Vedical & horizontal cross sections -steel stud construction 7 Buck and frame anchoring 8 Glazing detail, components and bill of materials OVERALL FIXED LITE SASH FRAME D.L.O. D.L.O. . DIMENSION DIMENSION-. DIMENSION 52.00" MAX. O.A. FRAME WIDTH DESIGN PRESSURE (PSI) POSITIVE NEGATIVE 52.00" X 78.00" 47.4r' X 32.65" 47.01" X 38.54" 5= MM O / w 25.0 -30.0 a d 30.0 -30.0 44.00" X 77.00" 39.4r' X 32.1 S' 39.01" X 38.04' 30.0 -30.0 X/ 35,0 -85,0 36.00" X 72.00" 31.47"X29.66' 31.01" X 35.54" 40.0 -40.0 36.00"X60.0" 31.4r' X 23.65" 31.01" X 29.54" OVERALL FIXED LITE SASH FRAME D.L.O. D.L.O. . DIMENSION DIMENSION-. DIMENSION GLASS TYPE DESIGN PRESSURE (PSI) POSITIVE NEGATIVE 52.00" X 78.00" 47.4r' X 32.65" 47.01" X 38.54" Gl 15.0 -30.0 52.00" X 78.00" 47.4r' X 32.65" 47.01" X 38.54" 25.0 -30.0 52.00" X 61.D0" 47.4r' X 24.15" 47.01 X 30.04" 30.0 -30.0 44.00" X 77.00" 39.4r' X 32.1 S' 39.01" X 38.04' 30.0 -30.0 44.00" X 60.00" 39.4r' X 23.65" 39.01" X 29.54" 35,0 -85,0 36.00" X 72.00" 31.47"X29.66' 31.01" X 35.54" 40.0 -40.0 36.00"X60.0" 31.4r' X 23.65" 31.01" X 29.54" 50.0 -50.0- owc. er: DT aec rn: LFS FL -10453.6 fr _L of 8 Q 0 v 3 I> X NOTES: F y oM Q 1. (6") Long void at each interior sill corner. A SEE a 4 2. Anchors located above the N E 1 r t vO1i o o n o 3 meeting rail are in the interior track and anchors located 17 0 000 z o a s E below the meeting rail are 1 a i o z o mintheexteriortrack. D U 8 9 E 5 4 e ° m1 2 v D a o. \ 00 c ED G1 E v u B 3p Y8 ® 5 0 o? y NO 9 3 m5 4 00 14 Woi m y 2 2 3 INTERIOR EXTERIOR N o 2 3 3 G1 0 1-1/4" MIN. 11 a o g° EMB. (TYP.) m cd 6 SEE REQ'D IN 10 10 3 NOTE 1 H D CD BOTTOM RAIL m 14 INTERIOR 7 17 M w ONLY WHEN 2 11 G1 a DP> +15/-30 z e Z SEE Q o u a o 0 NOTE 1 15 17 Z^ a! g SEE a- m d I 'hNl4h d NOTE 2 TYP. 0 ai z W O C I w v M v O w12 v 17 SEE E O j e , . BeiE 08125108 i A 0 NOTE 1 G1 1" MIN. FROM 1" MIN. FROM N.T.S. C On. U'.. DT de EXTERI R 1 MASONRY EDGE----MASONRY EDGE-- CHK BY. LFS 3F jj TYP.) (TYP.) BH wuxa I a FL -10453.6g1HORIZONTALCROSSSECTION2VERTICALCROSSSECTION 2 2 c SHEEP 2 OF 8 ° itgC Q 0 v X Q 1-1 /4" MIN. EMB. J SEE f w 00—m NOTES: g NOTE 1 F W 1. (6") Long void at each L ; z 7 INTERIOR o z > interior sill corner. fb W 17 g z 2. Anchors located above the o meeting rail are in the interior N .; a .1j i track and anchors located i ; 3 1. below the meeting rail are e 2LLSintheexteriortrack. 59 q a`a q S E u EE 0 'o 2 NOTE 2 w TYP. 9 Zn: EXTERIOR G1 C G 3 1 F HORIZONTAL CROSS SECUON 37 Shown w/ 1 X sub -buck substitutingconcretescrewsforwoodscrews O= w y r Section 1714.5.4.2 of the FBC. e view representative of jambs. I cZ— n 0 0 REQ'D IN REQ'D IN M 0. mBOTTOMRAIL10BOTTOMRAIL10G1sONLYWHENONLYWHEN G7 m DP> +15/-30 DP> +15/-30 X ERIO INTERRLO EXTERIOR INTERIOR F ® 6 6 0 SEE 15 15 2 0 1 oao NOTE 1 2 17 0 17 FNSEE > s> SEE NOTE 1OTE G1 NOTE 1O a XTERIOR s INTERIO oae 081251080 sr, r• N.T.S. 3 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION r31 VERTICAL CROSS SECTION D"e• BY. DT a 3 ® optional masonry sill 3 @ optional masonry sill CHK. ar: LFSq DPAWWG NO.: 5i FL -10453.6 S MiMT 3 -7 ]8:71, D NOTES: m 8 3 x 1. (6") Long void at each n ' O • i interior sill corner. z 2. Anchors located above the 1 2 o a meeting rail are in the interior o atrackandanchorslocated below the meeting rail are s n n g t a i S z S v in the exterior track. a 9 , 2 S 4 0 1 a'maaS v 4 Ft 0 SEE ao 17 OTE 1 d s 1 D Q ZN o? NZ 00 W 5 Z 6 GU 2 9 4 1-1/4" MIN. 4 0 14 1-1/4" MIN. EMB. (TYP.) p EMB. (TYP.) I0 o M w K SEE K owl INTERIOR EXTERIOR 14 10 3 c NOTE 1 o G7 C 11 a ° 11 INTERIOR G1 7 17 °' z n z 11 Nzo 0 z IV) IV) N a° 6 o ° p q REQ'D IN g Q o I BOTTOM RAIL ONLY WHEN 10 0 21 DP> +15/-30 2c d d SEE NOTE 1 EE 17 v O v g NOTE 2 o F Ld TYP. v LW ^ a z a 17 SEE NOTE 1 p o' z w v z DAre 08125108 z wAL N.T.S. `- o L G1 EXTERIOR L ° s E g 1 NO" F v ° p• wrc, ar. DT a F Q w- csn LFS 3 F HORIZONTAL CROSS SECTION N I r21 VERTICAL CROSS SECTION MWWG 1,10.i 4 I q 10453.6 I sir 4 or 8 ^ x i D O 8-1/2" X tr m NOTES: R-: 2 1. (6") Long void at each interior sill corner. K 3; Z 2. Anchors located above the 5 > n m meeting rail are in the interior track and anchors located below the meeting rail are o0o SEE g' v r •: a = U x Z p in the exterior track. C 17 NOTE 1 8 9 m od a and 5 0 3 o G1 3 O OZ 5 G 9 p2 xN O o= ZE m asp 4 00 14 2 OLJoU 0 5 INTERIOR O EXTERIOR 0 G1 a a m11 H SEE H A 14 10 3 NOTE 1 A 6 REO'D IN INTERIOR 7 17 BOTTOM RAIL 10 11 G1 ONLY WHEN N DP> +15/-30 z 9 o 2 1 SEE Q 0 NOTE 1 15 17 O d i SEE m NOTE 2 q F a TYR m o z Z U 17 SEE DATE 08 25 08 i E NOTE 1 G1 E MUM N.T.S. ° C EXTERIOg 1 m'' DT m' 2 VERTICAL CROSS SECTION CWL BY.. LFS 3 DRAMNO NO.: P° o 1 HORIZONTAL CROSS SECTION 5 5 FL-10453.6 SHEET 5 OF 8 O 8-1/2" X D NOTES: a 1. (6") Long void at each n iW-6.- interior sill corner. 5n Z ° ° r 2. Anchors located above the2. 6.'i* ri ° meeting rail are in the interior track located X i " Euiaandanchors below the meeting rail are SEE O°= 17 o z o z o 3 in the exterior track. G OTE 1 g g o o E S mdam o1a E K ci G1 8 v a c 3 Y 8 gZ H No0a3 5 Y LIZ, 4 Ij o_i2OL_folJ o 6 INTERIOR EXTERIORI G1 11 m O SEE M y 14 10 3 NOTE 1 Y REQ'D IN 6 INTERIOR 7 17 BOTTOM RAIL 10 11 G1 ONLY 0 a' DP> +15/-30 0 0rn 1 o SEE 2 r NOTE 1 I Zz 15 17 O O SEE NOTE 2 w i TYP. ao 0 0 X mz z U 17 SEE wTe 08 25 08 Q P NOTE 1 G1 P Y sr.,. N.T.S. ° M. ar. DT m' C EXTERIOR 1 aHx. BY. LFS 3 11 HORIZONTAL CROSS SECTION 21 VERTICAL CROSS SECTION DFA1NING NO,: e 6 6 FL -10453.6 0 SHEET 6 OF $ W 0 a TTP. p JAMBS SEE NOTE 1 2X BUCK MEETING RAIL _ OPENING BUCK ANCHORING a• BUCK FRAME --_ OPENING 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITE OF RECORD BASED ON WIND L AND THE CLADDING BEING USE A ioJ1XBUCK SEE NOTE 2 H 2X BUCK K DIRECT TO MASONRY SEE NOTE 2 G 1X BUCK 08125108 °z SEE NOTE 2 E 2X BUCK L DIRECT TO CHK ar: LFS 3 MASONRY a 0 0 SEE NOTE 2 SHEET % OF $ N INTERIOR 11111TRACKII EKTE A T6 VIEW A -A FRAME ANCHORING 1X or 2X Buck Masonry construction or direct to masonry construction FRAME ANCHORING Wood or steel stud construction CD uz NOTES: 1. 1/4" Elco Concrete screws anchoring 2x buck require a minimum 1"clearance to masonry edges, a 1-1/4"minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers, and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. i z 08125108 °z WALL N.T.S. 9 2. 1/4"ITW concrete screws anchoring frame and/ors71 require a minimum 2-1/2' clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers, and at meeting rail centerline locations maybe adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. MG. BY. DT m' CHK ar: LFS 3 CRAWING NO.: FL -10453.6 a 0 0 SHEET % OF $ N e ITEM DESCRIPTION MATERIAL A 2X BUCK — SG >= 0.55 WOOD B 1X BUCK — SG >- 0.55 WOOD C 3/16" MAX. SHIM SPACE D 1/4" X 2-3/4" ELCO PFH CONCRETE SCREW STEEL E 18 X 2-1/2" PFH SMS STEEL F MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 1/4" X 3-1/4" TTW PFH CONCRETE SCREW STEEL H JB X 2" PFH SMS STEEL J 1/4" X 2-3/4" IIW PFH CONCRETE SCREW STEEL K 1/4" X 2" ITW PFH CONCRETE SCREW STEEL L 1/4" X 2-1/2" ITW PFH CONCRETE SCREW STEEL M JB X 2-3/4" PFH SMS (HILTI KWIK PRO or EQUAL) STEEL P J8 X 3-1/4" PFH SMS (HILTI KWIK PRO or EQUAL) STEEL X STEEL TRACK Min. Thk .033" (ASTM A653, Fy=33 Ksl Min, Fu=45 Ksi Min) STEEL Y STEEL STUD Min. Thk .033" (ASTM A653, Fy=33 Ksi Min, Fu=45 Ksi Min) STEEL 1 EXTRUDED VINYL FRAME HEAD do JAMB SH4101 BY VEKA INC. • RIGID PVC 2 EXTRUDED VINYL FRAME SILL DH63 BY VEKA INC. • RIGID PVC 3 EXTRUDED VINYL STILE / RAIL SASH BY VEKA INC. • RIGID PVC 4 EXTRUDED VINYL SASH INTERLOCK BY VEKA INC. • RIGID PVC 5 EXTRUDED VINYL FIXED INTERLOCK BY VEKA INC. • RIGID PVC 6 EXTRUDED VINYL BOTTOM SASH BOTTOM RAIL BY VEKA INC. • RIGID PVC 7 TILT LATCH POLYMER 8 METAL CAM LOCK AND KEEPER METAL 9 LOCK RAIL REINFORCEMENT— ALSIDE IUY0095 STEEL 10 KEEPER RAIL REINFORCEMENT— ALSIDE I UY0094 STEEL 11 GLAZING BEAD • RIGID PVC 12 GLAZING SPACER STEEL 13 DOUBLE SIDED PSA GLAZING TAPE 14 WEATHER SEAL .260" X .187" BY ULTIZAFAB 15 WEEP HOLE COVER POLYMER 16 SETTING BLOCK POLYMER 17 SILICONE SEALANT SILICONE THE AHI'RUVEU WHNE RIGID HVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 11 GLAZING BEAD 1 h .424" ve REINFORCEMENT 0 0 En 1.17" F— ice\ SASH BOTTOM RAIL 3.59" 0 cl ata cl LA 1 FRAME HEAD /JAMB 516 GLASS BITE F----i—.BB" REINFORCEMENT 5 FIXED INTERLOCK 0 0 ci r,"\ SASH INTERLOCK i,l SAySHSTILE / RAIL Gl GLAZING DETAIL 3.59" L000 i0 2 FRAME SILL 3/4" O.A. GLASS THICKNESS L" ANNEALED GLASS SPACE ANNEALED GLASS SCAE N.T.S. M. 1n': OT a cm er: LFS 3 WMWING NO.: G FL -10453.6 c c SHEEP 8 Gr 8 " 1111131311111NlNN1111N1MIN 111pNlull 1111111111111 THIS Name: NSTRUME 1A PREPARED BY: M ARYANNE WORSE, CLERK AddresrSEM[NOLE SEMINOLE CDlMITY C1. cu Yn COUNTY BK 07539 Pg 0867; (!pgTURALCHOICEStateoflord CLERK'S # Baa 1 1+L RECORDED 03/10/2011 02 RECORDING FEES 10.00 jjErIlRDED NOTICE OF COMME//N CEM BY T Smith Permit Number 6-() Parcel ID Number (PID) lip -del-• 6-5ty-Qt The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Cha Florida Statutes, the following information Is provided In this Notice of Commencement. UPTION OF PROPERTY (Legal description of the property and street address GENERAL DESCRIPTION OF IMPROVEMENT OWNER INFORMATION Name and address: CONTRACTOR Name and address: 1 Persons within the State of Florida Desig by Section 713.13(1)(b), Florida Statutes. Name and address: In addition to himself, Owner Designates 3q Zi?Cofl 1 c 1 s r 71' upon whom notice or other documents may be served as p To receive a copy of the Uenor's Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement: The expiration date is 1 year from date of recordinn unless a different date Is soecifled. as CIRCUIT COURT 6138 s 0 fail a 713, daglw%V C4ORSR ARK N EA F F R` 1 ta. 10 2 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NO CE 00 COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 13.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPE TY. 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 ATT o RNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STA OF FLO ID COUNTY OF SEMINOLE OWNERS SIGNATURE V OWNERS PRINTED NAME NOTE: Per Florida Statute 713.13(1) (g), owner must sign...... and no one else may be pennf ted to sign in his or her stead." / The foregoi nrrg''InstrumenntQt was acknowl dged before me this day of 20 1 by t2r7h ' J l r1ti Y Who is personally known to meNofpersonmaltingstatement OR who has produced Identification type of Identification produced VERIFICATION PURSUANT TO SECTION 92.626, FLORIDA STATUTES. UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT ARE 7130E TO THF.)3y -DOF MY KN9WLEDGE AND BELIEF. blUNATURE OF NATURAL PERSON SIGNING A ywnmwnuuunnu..... u.a.L.....l.a LISA TORRES s of P& ".e, Co0ity#.D,D0855886 Expires 1/28/2013 Florida Notary Assn., Inc n.,.,......eu.................v