Loading...
205 Villa Dr 17-436; WINDOWSECE it FEB 14 2017 8Y• CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1-7 - q Documented Construction Value: $ `l;yy- J y Job Address: \) i 1)h 7fy\f -SAk' )r4 , F 3 ?7/ Historic District: Yes No Parcel ID: Type of Work: New Addition Alteration Description of Work: Plan Review Contact Person: Phone: 3 797- ci 1o3 Fax: ResidentiaX Commercial Repair 9 Demo Change of Use Move EM Title: Email: - Property Owner Information Name Jor(N CA LC Phone: Street: ?S q( m a P'- 1E Resident of property? City, State Zip: 377 Contractor Information Name Phone: Street: Fax: City, State,Zip: State License o.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 -ofthe-requ ire ' ents of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done . c li with all applicable laws regulating construction and zoning. z iq l7 sjgr66L e o weer/gent l5ate Signature of Contractor/Agent Date Print O r/ AgenA me Print Contractor/Agent's Name Signature of Notary -State of Florida Date LISA ANTONINI Notary Public - State of Florida orcMy Comm. Expires May 21, 2018 Commission # FF 125242 Uwnff/ g o Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Q Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING:7(: Z ' UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING- 5%F 2' 0.1% COMMENTS: O - "4A CaCC- UD 1 r-,C Revised: June 30, 2015 Permit Application OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT ' BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for . an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring alicensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in I year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. r I understand that, as the owner -builder, I must provide direct, onsite` supervision ofthe construction.` I understand that I may not hire an unlicensed individual person to act as my contractor onto supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the`licenses'required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance.may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I .understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Isnot licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 Property Address: <20-5- V"i11 6RCLE— 5,11u BA) f rZ. 3,277/ O rC_l L_ . , do hereby state that .I am qualified and capable of for the ested construction involved with the permit application filed and agree to the con ' 'ons ecifi abov . 2Z111 J-7 S' atur f wn - r Date Form of Identification P - L Must be Photo ID) i A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy I for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing • Board at 1-850-487.-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. 1 am aware of, and consent to, an owner -builder building permit applied,for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: <20-5- V"i11 6RCLE— 5,11u BA) f rZ. 3,277/ O rC_l L_ . , do hereby state that .I am qualified and capable of for the ested construction involved with the permit application filed and agree to the con ' 'ons ecifi abov . 2Z111 J-7 S' atur f wn - r Date Form of Identification P - L Must be Photo ID) i A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy I for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 SCPA Parcel View: 33-19-30-505-0000=0400 FA Property Record CardrPjAN1$ki7'11- R%ffR' CParcel: CALL 30HN JJ000- 0400 Owner: CALL JOHN J JR SErsax76E Rim: F-#t A Property Address: 205 VILLA DR SANFORD, FL 32771-3679 Parcel Information Value Summary Parcel 33-19-30-505-0000-0400 Owner- CALL JOHN J JR Property Address 205 VILLA DR SANFORD, FL 32771-3679 Mailing 205 VILLA DR SANFORD, FL 32771-3679 Subdivision Name MAYFAIR VILLAS Tax District S1-SANFORD DOR Use Code 04 -CONDOMINIUM Exemptions 00-HOMESTEAD(2014) Seminole County GIS Legal Description LOT 40 MAYFAIR VILLAS PB 22 PGS 9'& 10 _ Taxes Taxing Authority Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management) $95,699 $50,000 1 $45,699 County Bonds $95,699 $50,000 $45,699- County General Fund i $95,699 $50,000 $45,699 Schools ? $95,699 $25,000 ^ $70,699 City Sanford I $95,699 $50,000 ° $45,699 Page 1 of 2 Tax Amount without SOH: $1,497,40 2016 Tax Bill Amount $1,065.54 Tax Estimator Save Our Homes Savings: $431.86 Does NOT INCLUDE Non Ad Valorem Assessments Sales Descriptiori 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market TNumber of Buildings 1 1 Depreciated Bldg Value 114,675 114,675 Depreciated EXFT Value 600 600 Land Value (Market) 1 07944 0299 Land Value Ag No j Improved vJust/Market Value 115,275 115,275 Portability Adj Save Our Homes Adj 19,576 21,544 Amendment 1 Adj 49,900 P&G AdjW 0 0 Assessed Value 95,699 93,731 Tax Amount without SOH: $1,497,40 2016 Tax Bill Amount $1,065.54 Tax Estimator Save Our Homes Savings: $431.86 Does NOT INCLUDE Non Ad Valorem Assessments Sales Descriptiori Date Book Page Amount Qualifietl Vac/Imp WARRANTY DEED 16/l/2013 108058 0052 1 $105,000 Yes Improved PROBATE RECORDS f 1/1/2013 1 07944 0299 100 No j Improved 0522 T - WARRANTY DEED 9/1/1981 01356 49,900 Yes Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 11 0.10 Building Information 1 Is Bed/Bath count incorrect? Click Here. Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective 1 1 CONDOS 11981 6^ 3 2 0 E 1,238 2,175 1 1,238 1 CONC I $114,675 i $114,675 s BLOCK 1 1 Description Area 1 } 1 575.00 http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=33193050500000400 2/14/2017 F--_----__-__---- -- 0y COMPLIANCE 41 Customer Information Store Information Name JOHN CALL Store Number 0264 Address 141 MAYFAIR CT Address 4600 W LAKE MARY BLVD Frame Height = 43 1/4 SANFORD, FL 32771 LAKE MARY, FL 32746 Primary Phone 386-837-7777 Associate ERIC Secondary Phone 904-774-8564 Drywall Access = No s, `"2r y z- c ,n .. _.., 'sa• ate'# «'-_: -3 n ,: r 100-1 50 Series Nailing Fin Single -Hung -2301 - $169.90 7 $1,189.30 35.375 x 43.25 Installation Zip Code= 32771 U.S. ENERGY STAR® Climate Zone = Southern ENERGY STAR Required = No Standard Width = RO: 315 7/8" 1 UNIT: 35 3/8" Stand AW iht - Or) 43 3/4" UNIT 43 4" Number of Sash Locks = Double 35 318 —t Lock Type = Standard f-- R4 - 35 718 --- — i Insect Screen Type = Half Screen Insect Screen Material = Fiberglass Foam = No Drywall Return = No Extension Jamb Type = None Re -Order Item = No Room Location = None Unit U -Factor = --- Unit Solar Heat Gain Coefficient (SHGC) U.S. ENERGY STAR Certified = No SKU = 244957 Vendor Name = S/0 SILVER LINE BLDG PRD Vendor Number = 60660514 Customer Service = (888) 888-7020 Catalog Version Date = 01/10/2017 www.HomeDepot.com Page' 1 of 4 Printed By: ERIC Date Printed: 2/13/2017 9:38 AM Frame Width = 35 3/8 Frame Height = 43 1/4 Unit Code = 30x38 Drywall Access = No Exterior Color = White Interior Finish Color= Whiteco r Performance Grade (PG) Rating = PG50 Glass Construction Type = Dual Pane t CO Glass Option = Low -E Sun O IY High Altitude Breather Tubes = No Glass Strength = Standard Glass Tint = Gray Specialty Glass = None Gas Fill = Air None Number of Sash Locks = Double 35 318 —t Lock Type = Standard f-- R4 - 35 718 --- — i Insect Screen Type = Half Screen Insect Screen Material = Fiberglass Foam = No Drywall Return = No Extension Jamb Type = None Re -Order Item = No Room Location = None Unit U -Factor = --- Unit Solar Heat Gain Coefficient (SHGC) U.S. ENERGY STAR Certified = No SKU = 244957 Vendor Name = S/0 SILVER LINE BLDG PRD Vendor Number = 60660514 Customer Service = (888) 888-7020 Catalog Version Date = 01/10/2017 www.HomeDepot.com Page' 1 of 4 Printed By: ERIC Date Printed: 2/13/2017 9:38 AM MAYFAIRFAIR VILLA PLAT BOOK z 2 PAGEI-1-0 AOOPilON AND DEDICATION CF ALAI Sq IVFO D, SElI%I OLEGOUNTY FLORIDA Yrs srOCiArrFY Wxrr1iS0<d•9ath aceP.a`+`IY'he 5 CTID 33, TOWNS 1P 19 SOUTH, RANGE 30 EA ST n d a d n s " d rh r h y < p yra acrd P M 11h.P DESCRfPT10N - a s r aY ag rl. r nd t PI f he Sou ih 030 feet e7 the Easy. 660 Iasi of IhP SW !14 Pf rhe SE 1/4 0f Seaman 37.. T0rnshia f9 Souih, "a f a p w a f a t a < I d I E Y ! Range 30 E4sr, Sere innf4 Caunry, Flo ri do, L6sa fhc Sauih 30•(461 lar Rtghf-9l-W av for Stn Tr .Road 96-A. - S h a F- .f- Al ' -f P pb ry n y I d It,.. Par ass YATFAIR COURT d Y LLA OAfYE std 1 f h an toil rfJ r. are oar •eaurreQ 1 [:,ol un r fa EAST fy y I" I RT.T9 , d2 tlD TT6T' leer / . Way 100.94' x0, -- 4f a ! Pan I. Ity arvnr fa. h / jn p' rair Ifda JM b y IY tl sDyq r IM w -e -s f r I of rhr / r f 1w. Jrq M 6 r I1 -,e 1-xdone ft .10. 14, M cc\,,\ 00 ,No '• NJ'{ l6 QST I9 l M h - LJ f - a r d 5 Ie1 Lrfl c a1 a o lh 20 19 IB rtSq ' Nf I a yp. 'Q IM1 v a 21 r° r %.w,r J aN, Ty p z J:'i J rn a Pbr, 1 va rep P 1 m 1 nosT^ IS II yc0 y r<' I a Oh o`11-Ja aJM r r y jf • t' 17 \ .. h. aJ' E d d 9 n ex<fua lv! new r "4nr Y b b_ ' x' p S; a\ 1 Snly Z^/S' Ian" d aq a• 't il` t y ry Jcr°la sale YWAli Cp197 aY1LLA. Q9rYC N Jy P,1 \ \ a h1 •fn. J JS 4 R n dl f p R M 14 eIQ pee ra ef< i \ ` y o ` <S'R I fe t d" J o m y: Y rte •txnr ae 1q ea a..y.raa3 a• 4• 1 p r PP i ne • ia tenet • Y p.]a 3.a6'dT'09'. 1 npr s PI r a7 4y?'• Ih 'rrHfa.. n h a C praparfY' oil IhrdfAanatfh ; PliCndnrw [ h M -i P t •1s EPub'A•, I,<oOQ0. w n`t\ b1-;%T'ir, rr \` a`/bm 0 106 haY x13 1 i 9'll, nfa .reser rM:rres'xr redae thrlYJ..''•<aY arh 54 f sn 52 J+4• ', 12 non too o6! ACKR0WLE00EkEN7 r_ Ir-` ' 4*u j• G•a>o>.w SlarE.1.LORICA1T LST 0 51 1 SLT II. coMr 5C61N¢E: ?.rae Pffrc<r dY4 auP rr.t d 55 f and r<h. JCYn4.%edg<°<nrs. prraaealty mw Q^ u. Wy 'Z0E. 7 s W L l nrn P+raana., fe f; krevr and arra « fpd•_r%ra' . 10?. "n0 6AST a 39.61 1a' awry vl]'ZTTP YN f y M d<01eer, on as J rr nd deed . -w 09 _ 5'A8'20 -W. rl try ai PY n n .nd seJl rh O "y at'L? -`•, r 50 0x97 u 4 $ •=:;ala' arae vy soma„a, Pn eaPlras ZJr / `" Ii,' . ae 'I 17 ,I 48 ,dar9' u - :, GE:Ai IFICAT.I ON - a '3 - x,° 111 $ W YUFVEYfO, VPrumcnfed and pl rfeaiha* dfl J< In z. 20 -. iQ. s9 .° Y abrins rra.urcry r.gouraema..•/ . I T a 9 W y.a.rcr s •• nd 0 Y ar.I 1 I is.a 5s4 sad rs.9d I- 8a 8 r - torr a 27 00 -x 7r - q ^- rLl I19.Ti YI W cURve 06TP alriT al i STM,` e9a ze 0 3 _ m N0, gb01U OCI:T6 4EN N 400.0..•'. TPN6ENT 23.E6' w I 'lo J t 100.00' 10 IUOZ' 1T36i IJi61• I tT' e I a1 3 IW.OPr r0'29i5 10$.65' 00.66' 5323 U _ry ¢ 61500 .21'24'19 229.7. 22b4W IIAZ9 q c \ 28 j F' 'a , 11 a,0a' _I- ,Q 3• } 615.00' 1' SB'I 1 4. 9I' - 12<.6 267 I ' S 4 '- 1 = ''a' 6 615.00' 9` 4G'CY 104A9• 104.7 3' .5255 a2 II p al a0 39 _ 38 < 7 09 `b 1<T.30 Iba.•Ib 17' 10.82 L00.3Y 456.97 1 2 P 112. n` * r 100'00 55 94'97 96 99' 99.23 52.69 s 1x943' -' 9 615.4 21.9134 2)106' 9.To' II6.91' 619,00 Yd321 EOb,e6' IOMT9' 52.01' 4r r xc I 9D.d 50' 4 .•, 11.. 615.00 II 40'19 Y26.TD' 12047 6d'Sr 02. W' '1T 09' y ATT 6 12 1DO.Od 100 SY27' 176.20 19b.28 121.22 a 1 A3a^'P•a .' ,4 29.00 90r000or 592Y' 36.96' 25-00' 0 X , Iggqq 37 q jj1 aYae'a0"E. I b2. 709' 19.65' -18.00 9.67' v 'ap - Q 25.00' 05.59'56• 9L6x' 3x10' 719P MIN-, 1 0 2s.Do' a6.59•ar 97.96• 3aa2' xrar n.574a 20-E a 1 eseb• a5 T.GT vS 3 L !_ 8 U E 2Y.Od a'7 -I, .a9 3D. Ri' 95.9E 23.a5' Ian 3 o•!1ib.i. V ¢ F .0 x5'42 37.39 96. -2319' 44 36. y.'B - 6 ^.00' •. 110.37'91 B2 1.11 n 1 ?I \ ! sa• 1' a N TS.00 104'1530' b6d9 90.x7" ..3215' n I G1gLa, r.ds,Yr \ ., 675 ty~e y 0 1 1 45.00' 236.7426 185.81' .ZS 140.66'0x' J ely2 C _ i0 /' 6 1 )S 119.00' f9" 9^ •. 226D .3 13. 6 f2•t9'20' GS. aT' 64,02' 33.4 aIt ZXI 2x2l•d 19'' 4.16' 22208 5 11644 aT O e. J•aYsi.T g : Ip v a3 P 69 . 8• 'S8' 00.SY .5a' i430 u U ° v' 3. ',q 19290• Iad'la R' 393.06' "25t. a2' 41007' 4 (1 34 y_ mol 0 a 35 I 1 r q5 16029 0. '129'S6'IY X060 209.00'. 3IL7769 a,Lo ' Li I .-..T 115.00 -52'14 OD. -104 da- .10 ZS' 5038" 16 19 66->3 40-91' % 51 y e.. SI N Y 58000 0.16 10 9J.Ta 90.67' 4946 SJ.II• $C aO a9 e2' Y3 SV 13, r H.dT B6.T0 ID0.20 I ' V.' OO.rD'. 21 b194 2isd2 2 10' 11406 Y m 100' 61 27" 149 -Ti• 131.11 109 0< 6REEN2,5LT t 9 AF64 4 e"WLT 60.6+. ry - y 1 .00' 100'57'17' 20 6 17242 99 d r-_. I:a - S<;.,COR GF SV V'/a CKOE!( OP 6C[. AD•19 9p i"..8${j_ __(tie•d'-'--6y_flfby_----'------- - PAGE 'Z OFZ RW April 1, 2015 To Whom It May Concern: R WBuilding Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33395 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of AutlioriTation No. 9813 FF -14911 Equivalency of Standards ASTM D 635-96 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-96. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants,. Inc. that ASTM D. 635-96 is equivalent to ASTM' D 635-06, which is the reference standard and year that has been adapted by the 5" Edition 2014) Florida Building Code. ASTM D 638-96 Equivalent to ASTM D 638-03 The products referenced in this Product Approval have been tested in accordance with ASTM D 638-96. It has been determined by ;Lyndon F. Schmidt, P.E. and RW Building Consultants; Inc. that ASTM D 638-96 is equivalent to ASTM D 63$-03,"which is the reference standard and year that has been adopted by the 5" Edition 2014) Florida Building Code. ASTM D 2843-91 Equivalent to ASTM D 2843-99 The products referenced in this Product Approval.have been tested in accordance with ASTM D 2843793. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc, that ASTM D 2843-93 is equivalent to ASTM D 2843-99, which is the reference standard and year that has been adopted by the 5"' Edition (2014) Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM G 26-95 is equivalent to ASTM G 155-05a, which is the reference standard and year that has been adopted by. the 5" Edition (2014) Florida Building Code. Silverline byAndersen W,INDOW S;. DOORS SERIES 2900/4900 MODEL 2901/4901 EXTRUDED VINYL SINGLE HUNG WINDOW w/ .NAILING FIN NOWIMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). s 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 1609.1.2 of the FBC. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 55.48" MAX. OVERALL FIN WIDTH 52.0" MAX. FRAME WIDTH' i I W S = o O X O TABLE Of CONTENTS SHEET# I DESCRIPTION I Typical elevation, design pressures & general notes 2 Horizontal & vertical cross sections 3 Horizontal & vertical cross sections 4 Buck & frame anchoring Components b Bill of materials, glazing details & components 55.48" MAX. OVERALL FIN WIDTH 52.0" MAX. FRAME WIDTH' i I W S = o O X O OVERALL FIN DIMENSION OVERALL FRAME DIMENSION MAX. D:L:O. DIMENSION GLASS TYPE DESIGN PRESSURE•(PSf) POSITIVE NEGATIVE 47.48" x 65.48" iii m n 50,0 50,0 41.48" x 69.48" Nt? z'Q` m orn 50.0 J 38.0" x 74.0" 33.0" x 33.75" r O N m 50,0 50,0 o rom z0 48.0" x 72:0" 43.0" x 32.75" m a N •• 35.0 35.0 o v Z o Z U 38:0" x 77.0" h cm ami Qtm m a:aw 35.0 35.0 a y w 6 CZ 52.0"x 72.0" 47:0" x 32.75" u V 25,0 25,0 Cw 0 J4. 48.0" x 84:0" 43.0" x 38.75" : GI . 20.0 20.0 CD aL O0zw Q 4 zw z z wn ozwo m W a a OVERALL FIN DIMENSION OVERALL FRAME DIMENSION MAX. D:L:O. DIMENSION GLASS TYPE DESIGN PRESSURE•(PSf) POSITIVE NEGATIVE 47.48" x 65.48" 44.0" x 62.0" 39.0" x 27.75" G2 50,0 50,0 41.48" x 69.48" 38.0" x 66.0" 33.0" x29.75" G1 50,0 50.0 41.48"x 77.48" 38.0" x 74.0" 33.0" x 33.75" G2 50,0 50,0 51.48" x 75.48" 48.0" x 72:0" 43.0" x 32.75" GI 35.0 35.0 41.48" x 80.48" 38:0" x 77.0" 33.0" x 35.25" GI 35.0 35.0 55.48" x 75.48" 52.0"x 72.0" 47:0" x 32.75" G1 25,0 25,0 51.48" x 87.48" 48.0" x 84:0" 43.0" x 38.75" : GI . 20.0 20.0 NV It: Max. overall frame nelgnT arta WIOTn Occur an separate unrrs MR11, DATE 10/24/11 SCALE: N.T.S. ` DWG. BY: KV G CHK. BY: L. FS - DRAWING "NO.: B FL -149 i 1.1 C SHEET_1 OF F EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 2 101 NOTES: I. SASH REINFORCEMENT (ITEM 20) REQUIRED FOR THE FOLLOWING WINDOW SIZES: FRAME DIMENSION DESIGN PRESSURE (PSF) 48'X 72" 35/-35 39'X 74" 50/-50 39'X 77' 35/-35 Z w o J 3 M Bim? i Q I z J n h Z 101 NOTES: I. SASH REINFORCEMENT (ITEM 20) REQUIRED FOR THE FOLLOWING WINDOW SIZES: FRAME DIMENSION DESIGN PRESSURE (PSF) 48'X 72" 35/-35 39'X 74" 50/-50 39'X 77' 35/-35 SEE IN 2 It` E 2 IN EXT 2 HORIZONTAL CROSS SECTION 2 d F Z o J 3 M Bim? i Q I z J n h Z Q` Z U N N ^ oZ OcT t7z0 3 K DATE: 10/24/11 SCALE: N. T. S. CHK. BY: LFS DRAWING ND.: I c ,llll Z om Z SHEET 2 OF 6 C14 e 0o Z6v m c Q OILzm I EMB. (iYP.) M a maaB. C aZ m a tjo a v , q o ClZ Z -i OZ pU F rz a 3 HORIZONTAL CROSS SECTION U a z U0 U Cn o 0 0 1-1/4" MIN. EMB. (TYP.) a a 2 HORIZONTAL CROSS SECTION 2 u w z h N 0Z N ^ oZ OcT t7z0 3 K DATE: 10/24/11 SCALE: N. T. S. CHK. BY: LFS DRAWING ND.: FL -14911.1 0 N SHEET 2 OF 6 EXTERIOR l2` 3 0 a a 0 v s INTERIOR 1 VERTICAL CROSS SECTION 3 NOTES: 1. SASH REINFORCEMENT (ITEM 20) REQUIRED FOR THE FOLLOWING WINDOW SIZES: FRAME DIMENSION DESIGN PRESSURE (PSF) 0 135/-35 38" X 74" 50/-50 36'X 77' 35/-35 f I v I Z v NOTES: 1. SASH REINFORCEMENT (ITEM 20) REQUIRED FOR THE FOLLOWING WINDOW SIZES: FRAME DIMENSION DESIGN PRESSURE (PSF) 4S' X 72' 135/-35 38" X 74" 50/-50 36'X 77' 35/-35 SEE NO 2 3 Ir 2 HORIZONTAL CROSS SECTION 3 LE, N.T.S. BY: Xv By, LFS WING NO. FL -14911.1 ET 3 OF 6 w Z lti• Z00 co z °oin. rrrrrrli±;ti o g NCm ,. z o o aza zZ m Ug ] oaN N O 000 oz I' tai 3 U o WOz a> o N HORIZONTAL CROSS SECTION low z o 0 Q o a I O zOf 2 HORIZONTAL CROSS SECTION 3 LE, N.T.S. BY: Xv By, LFS WING NO. FL -14911.1 ET 3 OF 6 2X BU i LF ( IITYP.) 2X BUCK FRAM zo MASONRY MASON OPENING I OPENIt 2 T BUCK ANCHORING MASONRY CONCRETEANCHOR NOTES 1, Concrete anchor locations at the comers may be adjusted to maintain the Min. edge distance to mortarjoints. mustbe adjusted toZConcreteanchorlocationsnotedas "MAX. O.C. (TYP.)" m o maintain the min. edge distance to mortar Joints, additional concrete anchors 00 may be required to ensure the 'MAX- O.C. (TYP.J" dimensions are not exceeded. 3. - Concrete anchor table: ANCHOR ANCHOR MIN.—CLEARANCE TYPE w, sur EMBED' MIN Nj, TOMAsONRY, BY THE ENGINEER OR ARCHITECT 2Y G OF RECORD BASED ON WIND LOADS EDGE ANCHOR. IT4" im 1-1/4 V". TAPCON' ELCO4" 1/4 1-1/r pf ow 0 ULTRACON SCALE: N.T.S. 0 Z U N .: DWG. BY. KV I SCREW, t I. V46pi(?tDI-adistance, ?"end distance, d l"o.c. spacing of 2t7i wood screws to prevent the spiiffing of wood. 4.5- MAX. O.C. (TYP.) pp.) FRAME ANCHORING 2X BUCK F 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT 2Y G OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. j) Z NDN V". d IVMAY TYP.) FRAME ANCHORING 2X BUCK 44 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. TYP.) 44 j) Z NDN V". pf ow 0 DATE: 10/24/11 SCALE: N.T.S. 0 Z U N .: DWG. BY. KV CHK, BY:LFS O Z O Z6 DRAWING NO.: N EM U 0 Q. U) I M in 0- I C ISHEET _4_ OF LL ca E z TI uj A O d U 10 D 0 Q- TYP.) 6 a- `c NDN DATE: 10/24/11 SCALE: N.T.S. DWG. BY. KV CHK, BY:LFS DRAWING NO.: FL -14971.1 ISHEET _4_ OF 9 EXTRUDED VINYL JAMB F-0.065' 5 SASH LIFT RAIL 2 MEETING RAIL I EXTRUDED VINYL HEADER r 0. 065ILI - T 01 0 o I SASH iOP RAIL 10 SASN STILE 4 EXTRUDED VINYL SILL ola a f f 84' ANN Q z DATE: 10/24/11 N O 2.95" °zi'• o chi y Lc nPJz V GLAZING BEAD Sash IniB .C:, Zo Z W'• 104 1.52" — //// m > m o M m z U N .. m oQ oE Z o Z ti io F,mcwr Na r Apra maam w V c 0 E oz N 1 C O U UCW O JO: O zw3 v, w 0 N J FI Z u :E Q a c 4 EXTRUDED VINYL SILL ola a f f 84' ANN Q z DATE: 10/24/11 N O SCALE: N.T.S. DWG. BY: KV f GLAZING BEAD Sash IniB .C:, 6 GLAZING BEAD CHK. BY: LFS ' DRAWING NO.: f FL -14911.1 SHEET S OF G ( 3 0 a City of Sanford Doors - Windows Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: All permit applications must be complete prior to acceptance. A complete application shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value dA- Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). 14 A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). VX Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant) 0 Two (2) copies of the floor plan indicating size, type and location of V<qdo s/doors 4;;/ Completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions. These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised: February 2015 REQUIRED INSPECTION SEQUENCE BP# Address: 'Z&!5' %.L p2 CTRICii'L PEp2MITU_flr®fN I21 1I"6' Min Max Inspection Descril2tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel./ Tie.Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Ivry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 Mian Max Inns esti®nn I)escri do n Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Minn Max Inspection Descrn ti®nn Mechanical Rough Mechanical Final Minn Max a Y Cyyggda.. i' V_1'fi^4C' NUN IIlns ectionn Descry tions Gas Underground Gas Rough Gas Final