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HomeMy WebLinkAbout2025 S Summerlin Ave (2)CITY OF SANFORD PERMIT APPLICATION Permit #: 0(,0- ,4 Date: RECF�V Job Address: 2O-2 S s i 5ti wtML%2L'i L V t 5,1�-0('OCZ0r =( 3 27PA1" Description of Work: l�� 2 6C=� 26 v t -(S 2 aAT K R=�oµS L A r.1 A r Historic District: Zoning: Value of Work: $ 1K,��, O (] �o Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service – # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair – Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: _–K— (FEMA form required for other than X) Parcel #: 31 ^ (q — t 5,3`f (3 — 0 1 Z (Attach Proof of Ownership & Legal Description) Owners Name & Address: K PST I T t LL o 20-.5 S,S tn-t�.11=2LttJ AJC` F 15-A-foR-bt (=C. 32--7-7( Phone: 407— 3 3o^ 7613 Contractor Name & Address: l / o tj^ e -V ) State License Number: Phone& Fax:CC) 2191 Contact Person: pAC3Lo Phone: Bonding Company: et�A Address: Mortgage Lender tj/k Address: L Architec ngineer S. L(-30 l t, �- S 7 15-- T Phone: 4o-7- Address: Q 0. By/ c l+01o'Ll� Q RLP, -1 01f . 14 Fax- Application is hereby made to obtain a pennit 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. 1 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. 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 pe nit is verification that 1 i notify the owner of the property of the requirements of Florida Lien Law, FS 713. TA Signature Owner; gent''j� Date Signature C nt ct Agent Date 1 6o / C L L 0 Print wner/ gent's Name Print nuactor/A ent's Name Signature of Notary -State of Florida Dom• ignature of otary-State of ftorida Date Owner/Agent is Produced ID APPLICATION APPROVED BY: Bldg-- Special ldg: Special Conditions: to -00 WW- Contractor/Agent is Personally KnownlRlVle or (Initial & Date) Produced ID ,/ r z O�Utilities: �7.' 3 Gni FD: (Initia & Date) (Ini rat & Date) tuuuar a, "MUS 9v - 14124C- E - CITY OF SANFORD BUILDING DIVISION OWNERBUiT U, AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An owner of property making application for permit, supervising, and doing the work in connection with the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate construction costs of under $25,000 on such property for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale or lease, or offering for sale or lease, of more than one such structure by the owner -builder within 1 year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner shall personally appear and sign the building permit application. State lacy requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $25,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired _yourself within 1 year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I -k I A goT K LLQ do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. w erBuilder Signature Date K P4 1 r4 F J G qua Print Owner/Builder Name . C 0WS'-17-06 Signature cPNoti?ry—WSiale of Florida Date Owner is Personally Known to Me or has Produced ID ea'oeo �t�ra;;; CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION'CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You 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 your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 1, J�A-( I h ISA -1 L L L 0 , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. O ralp, wnnerBuildeSignature Date EcAteu_o Print Owner/Builder Name Signature of otary—State of Florida Date Owner is Personally Known to Me or has Produced ID _j Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http ://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel=3119315 0413 000120... 6/20/2006 170TO DAVID JOHNSom, CFA, ASA A PROPERTY 10.0 $ I1olAPPRAISER10rr , SEMINOLE COUNTY FL 9.0 1 12 e 1101 E. RST ST FIrr 10 13 j00_ti rv'` SANFOxD,FL32771-1488 407-6615-7506 315 1 1.0 L_' -I_ 15 1�< 12.0 25 �MUM 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-504-1300-0120 Number of Buildings: 1 Owner: BOTELLO KATIA Depreciated Bldg Value: $91,711 Mailing Address: 2025 S SUMMERLIN AVE Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $22,181 Property Address: 2025 SUMMERLIN AVE SANFORD 32771 Land Value Ag: $0 Subdivision Name: BEL -AIR SANFORD Just/Market Value: $113,892 Tax District: S1-SANFORD Assessed Value (SOH): $113,892 Exemptions: Exempt Value: $0 Dor: 01 -SINGLE FAMILY Taxable Value: $113,892 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 03/2005 05666 1343 $110,000 Improved Yes WARRANTY DEED 05/1995 02921 1259 $63,900 Improved Yes SPECIAL 10/1994 02839 0877 $34,800 Improved No 2005 VALUE SUMMARY WARRANTY DEED 2005 Tax Bill Amount: $597 SPECIAL 06/1994 02802 0256 $100 Improved No WARRANTY DEED 2005 Taxable Value: $29,928 CERTIFICATE OF DOES NOT INCLUDE NON -AD VALOREM TITLE 05/1994 02773 0535 $55,400 Improved No ASSESSMENTS WARRANTY DEED 07/1990 02201 1379 $46,400 Improved Yes CERTIFICATE OF 11/1989 02129 0370 $17,500 Improved No TITLE Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontae DeLand Unit Land gpth PLATS: Pick... Method Units Price Value LEG LOT 12 + S 24 FT OF LOT 11 BLK 13 FRONT FOOT & 75 120 .000 325.00 $22,181 BEL -AIR DEPTH PB 3 PG 79 & 79A BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1972 6 1,058 1,460 1,058 BOCK ONC $91,711 $108,534 FAMILY Appendage / Sgft OPEN PORCH FINISHED/ 18 Appendage / Sgft ENCLOSED PORCH UNFINISHED / 384 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed 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 ear's property tax will be based on Just/Market value. http ://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel=3119315 0413 000120... 6/20/2006 6*t'�NICE OF COMMENCEMENV'-'1hYMW- IT Ch1 V '0 f 73 �qovop Permit No. Ta -4 Qpd-0 State of Floniff­E RK Pt - �Ct- - 7 - �S4 County of Semir W I V i NNO 6 11.4':42 W. -AVQ�AdWgRordance with The undersigned hereby gives notice that improvement will be made to certain reltiplr p Chapter 713, Florida Statutes, the following information is provided in this Notice 'of Commencement. 1. Description of property: (legal description of the property and street address if available) 12 t5 - �-4 Fl- OP 6-6;t It 61-K 13 0CL-A hZ P6 3 p(�-,-2,)A 7 c/,L 2S- S, 4 UC , aria F0(2,k P(- -7! -7,> / 2. General description of *improvement: c a 9 G -b (?-0,QDto -S 41y4 Z qN +T Owner information a. Name and address b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor a. Name and address 5. 0 b. Phone number Surety a. Name and address b. Phone number c. Amount of bond Lender a. Name and address &r.aOF E r, Fax number Fax number b. Phone number Fax number Persons within the State of Florida designated by Owner upon whom- notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number 8. In addition to himself or herself, Owner designates Fax number of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes., a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording es different date is specified) iK Signature of 6caner Sworn/to (or affirmed d subscrib# before this day of 20 by 4�1 Personally Known OR Produced Identification Type of Identification Produced rtO 9—i�lAlt W: BARBARA A. SMATHERS Si e off My COMMISSION # DD 290611 oNotary Public, S of Florida EXPIRES: May 17, 2008 Commission Expires: ,W Bonded Thru Notary Public underwriters 1031-07805 Building supply .____........ Project: Polo addition Sold To: Apolinar P. Polo Lot/Block/Sub: , , Design Code FBC2004/TP12002 i Method: RS/C-C Hybrid Wind ASCE 7-02 13518 Job No: 315948 ENGINEERING COVER SHEET Bid No: M11051 1. 11 This package includes -4 -individual, dated Truss Design Drawing(s). Page I of 1. ;ID Seq No Date ' a01 57788654 4/20/20061 a02 57788655 4/20/20061 a03 57788652 4/20/20061 a04 57788657 4/20/20061 APR 2 1 2006 Steven P. Lieberman, P.E. (Truss Design Engineer; FL PE License # 58912); Stock Building Supply.; 220 W. Brandon Blvd.; Suite #204; Brandon, FL 33511 (813) 571-0870 The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters provided by Stock Building Supply. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. �.a�ne i►ddress and License number of Structural Engineer of record, if there is one for this building: UNLESS NOTED ABOVE, THERE IS NO STRUCTURAL ENGINEER OF RECORD AT THE TIME THESE DRAWINGS WERE SEALED NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of the component for any particular building is the responsibility of the building designer, per ANSI/TPI 2002 Sec.2. 04/2112006 315948 1-0-0 A01 (ROOF TRUSS 15-0-0 Qty Ply Polo addition 1 1 Job Reference optional) 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Apr 30-0-0 15-0-0 4.5 = 8 Page 1-0-0 swie = 1:50.1 LOADINQpsf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 CSI DEFL in (loc) I/deft L/d LBCDL L 7.0 TC 0.23 Vert(LL) 0.01 15 n/r 90 PLATES GRIP Lumber Increase 1.25 8C 0.18 Vert(TL) 0:02 15 n/r g0 MT20 244/190 0.0J Rep Stress Incr NO 10.0 Code FBC2004/TPI2002 WB 0'08 Horz(TL) 0.00 14 n/a n/a (Matrix) LUMBER Weight: 129 Ib TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 - Ply REACTIONS(lb/size) 2=212/30-0-0, 21=145/30-0-0, 22=150/30-0-0, 23=141/30-0-0, 25=176/30-0-0, 26=36/30-0-0, 27=376/30-0-0 16=376/30-0-0, 14=212/30-0-0 , 20=150/30-0-0, 19=141/30-0-0, 18=176/30-0-0, 17=36/30-0-0, Max Horz 2=-85(load case 5) Max Uplift2=-140(load case 6), 21=-2(load case 4), 22=77(load case 4), 23=-73(lad case 4), 25=-88(load case 4), 26=-26(load case 4), 27=-182(load case 4), 20=-76(load case 5), 19=-74(load case l1(I23eld)Max Grav2=212(lad 1), 21=45(1ad case 1), 22oad =155(lad case 10), =141(lad ase1),25=177(lad case 10), 26=36(load case 1), 27=376(load case 10), 20=155(load case 11), 19=141(load case 1), 18=177(load case 11), 17=36(load case 1), 16=376(lad case 11), 14=212(lad case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12, 2-28=-67/41, 3-28=-62/47, 3-29=-30/78, 4-29=-17/82, 4-5=-11/93, 5-6=-17/121, 6-30=-16/151, 7-30=-3/153, 7-8=-17/200, 8-9=-17/200 9-31=-3/153, 10-31=-16/151, 10-11=-17/121, 11-12=-11/86, 12-32=-17/72, 13-32=-30/68, 13-33=-21/11, 14-33=-34/0, 14-15=0/12 BOT CHORD 2-27=0/81, 26-27=0/81, 25-26=0/81, 24-25=0/81, 23-24=0/81, 22-23=0/81, 21-22=0/81, 20-21=0/81, 19-20=0/81, 18-19=0/81, 17-18=0/81, 16-17=0/81, 14-16=0/81 WEBS 8-21=-106/86, 7-22=-114/177, 6-23=-104/116, 5-25=-125/128, 4-26=-38/46, 3-27=-256/265, 9-20=-114/177, 10-19=-104/116, 11-18=-125/128, 12-17=-38/46,13-16=-256/265 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3 -second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C -C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 12-0-0, Corner(3) 12-0-0 to 18-0-0, Exterior(2) 18-0-0 to 28-0-0, Corner(3) 28-0-0 to 31-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss specified. is designed for C -C for members and forces, and for MWFRS for reactions 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 Ib uplift at joint 2, 2 Ib uplift at joint 21, 77 Ib uplift at joint 22, 73 Ib uplift at joint 23, 88 Ib uplift at joint 25, 26 Ib uplift at joint 26, 182 Ib uplift at joint 27, 76 Ib uplift at joint 20, 74 Ib uplift at joint 19, 88 Ib uplift at joint 18, 26 Ib uplift at joint 17, 182 Ib uplift at joint 16 and 145 Ib uplift at joint 14. 10) Seqn: 57788654, Date:4/20/2006 LOAD CASE(S) Standard Truss Design Engineer: Steven Liebenn , P.E. (FL license # 58912) Stock Building ipply 220 W. Brandon Blvd, Suite 204, Brandon, FL 33511 315946 Stock Built 1-0-( 1-0-0 Truss Tru55 Type Qt A02 ROOF TRUSS 11 32771 10-4-0 15-0-0 10-4-0 4-8-0 4x5 = 5 1 lob Reference (notional 6.200 s Jul 13 2005 MiTek Industries, Inc. ?4-4-6 9-4-6 5-7-10 1-0-0 S.I. = 1:50. t 3x8 = 3x6 = 10-4-0 15-0-0 20-0-0 10-4-0 24-46 30-0-0 4-8-0 5-0-0 4-4-6 ets a,l�: n1•o4-8,0-3-01 5a-1 n LOADING(psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 DEFL n (loc) I/deFl L/d PLATES GRIP TCDL 7,0 TC 0.40 Vert(LL) -0.20 2-11 >999 360 Lumber 1.25 BC 0.60 Vert(TL) -0.52 2-11 >442 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TPI2002 (M 0.83 Horz(TI-) 0.03 10 n/9 40 (Matri)) Wind(LL) 0.10 2-11 >999 240 LUMBER Weight: 133 Ib TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1 -Ply REACTIONS(lb/size) 2=665/0-8-0, 8=206/0-8-0, 10=1444/0-8-0 Max Horz 2=-85(load case 5) Max Uplift2=-361(load case 4), 8=-191(load case 5), 10=-503(load rase 5) Max Grav 2=671(load case 10), 8=285(load case 11), 10=1444(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12, 2-12=-1546/747, 3-12=-1525/757,3-13=-1019/395,4-13=-986/405,4-14=-1018/468, 5-14=-986/477, 5-15=-306/863,6-15=-314/808, 6-16=-354/865, 7-16=-359/806, 7-17=-126/438, 8-17=•136/421, 8-9=0/12 BOT CHORD 2-11=-751/1472, 10-11=40/207, 8-10=-405/159 WEBS 4-11=-268/258, 5-11=-396/963,5-10=-1291/591, 6-10=-269/258, 7-10=-633/454,3-11=-541/418 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3 -second gust); h=30ft; TCDL=4.2psf,, BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-0-0, Exterior(2) 12-0-0 to 18-0-0, Interior(i) 18-0-0 to 28-0-0, Exterior(2) 28-0-0 to 31-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed far C - specified. C for members and forces, and for MWFRS for reactions 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (try others) of truss to bearing plate capable of withstanding 361 Ib uplift at joint 2, 191 Ib uplift at joint 8 and 503 Ib uplift at joint 10. 6) Seqn: 57788655, Date:4/20/2006 LOAD CASE(S) Standard o4/z 2005 Truss Design Engineer: Steven Lieberman, P (FL License # 58912) Slock Building Suppl 220 W. Brandon Blvd.; Suite 204, Br radon, FL 33511 315948 IA03 Stock Bulldln9 Supply, Sanford, FL 32i 1-0-0 s Truss Type ROOF TRUSS 71 10-4-0 15-0-0 10-4-0 4-8-0 4-8-0 4x5 - 5 Qb PIYPolo addition 5 1 ]ob Reference (cpt 6.200. s JUI 13 2005 MiTek Industries, Inc. Fri Apr 24-4-6 29-4-0 4-8-6 4-11-10 Page 3-8-0 1-0-0 Sale = 1:55.4 3511 2x4A I 3x4 REACTIONS(lb/size) 2=533/0-8-01 11=188/0-8-0, 15=1838/0-8-0 Max Horz 2=-119(load case 5) Max Uplift2=-368(load case 4), 11=-164(load case 5), 15=-662(load case 5) Max Grav 2=628(load case 10), 11=203(load case 11), 15=1838(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12,2-17=-1387/774,3-17=-1366/784,3-18=-851/425, 4-18=-818/433, 4-19=-851/496,5-19=-818/505, 5-20=-571/1864, 6-20=-576/1809, BOT CHORD 2-16=-748/i31963, ?IS -Z-556/310, 03/1174, 8-15=-1097/286, 1140, 13-1450/0, 10-13/ 0/010-11=-62/51, 11-12=-5/0 WEBS 9-13=0/105,4-16=-267/257,5-16=-395/964,5-15=-1881/667, 6-15=-255/247,7-15=-727/541,3-16=-573/417 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3 -second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf, Category II; Exp B; enclosed; MWFRS gable end zone and C -C Exterior(2) -1-0-0 to 2-3-10, Interior(1) 2-3-10 to 11-8-6, Exterior(2) 11-8-6 to 18-3-10, Intedor(1) 18-3-10 to 30-8-6, Exterior(2) 30-8-6 to 34-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 Ib uplift at joint 2, 164 Ib uplift at joint 11 and 662 Ib uplift at joint 15. 6) Seqn: 57788652, Date:4/20/2006 LOAD CASE(S) Standard 10-4-0 15-0-0 19-8-0 2 -0 24-4-6 1040 4 8 0 29 4-0 04 3300 Plate Offsets X 5:0-2-4 0-2-0 11:0-2-20-4-7 16:0-3-8 0-3-0 4-8-0 0-4-0 4-4-6 4-11-10 1-0-0 2-8-0 LOADINQpsf) TCLL 20.0 SPACING 2-0-0 TCDL 7.0 Plates Increase 1.25E07DEFL Lumberincrease 1.25Vert(TL) in (loc) I/deft L/d Vert(LL) -0.24 8-15 >679 360 PLATES GRIP BCLL 0.0 10.0 Rep Stress Incr YESBCDL -0.64 8-15 >251 240MT20 244/190 Code FBC2004ITP120020.HOrz(TL) 0.09 11 n/a n/a LUMBER Wind(LL) 0.19 14 >845 240 Weight: 146 Ib TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 WEBS TOP CHORD Structural wood sheathing directly applied 2 X 4 SYP No.3 SLIDER or 4-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-0 oc bracing. Right 2 X 4 SYP No.2 1-6-4 1 - Ply WEBS 1 Row at midpt 5-15 with 2 X 4 SYP No.3 with 2 - 10d Gun(.131"x3") nails oc. and cross brace spacing of 20-0-0 REACTIONS(lb/size) 2=533/0-8-01 11=188/0-8-0, 15=1838/0-8-0 Max Horz 2=-119(load case 5) Max Uplift2=-368(load case 4), 11=-164(load case 5), 15=-662(load case 5) Max Grav 2=628(load case 10), 11=203(load case 11), 15=1838(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12,2-17=-1387/774,3-17=-1366/784,3-18=-851/425, 4-18=-818/433, 4-19=-851/496,5-19=-818/505, 5-20=-571/1864, 6-20=-576/1809, BOT CHORD 2-16=-748/i31963, ?IS -Z-556/310, 03/1174, 8-15=-1097/286, 1140, 13-1450/0, 10-13/ 0/010-11=-62/51, 11-12=-5/0 WEBS 9-13=0/105,4-16=-267/257,5-16=-395/964,5-15=-1881/667, 6-15=-255/247,7-15=-727/541,3-16=-573/417 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3 -second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf, Category II; Exp B; enclosed; MWFRS gable end zone and C -C Exterior(2) -1-0-0 to 2-3-10, Interior(1) 2-3-10 to 11-8-6, Exterior(2) 11-8-6 to 18-3-10, Intedor(1) 18-3-10 to 30-8-6, Exterior(2) 30-8-6 to 34-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 Ib uplift at joint 2, 164 Ib uplift at joint 11 and 662 Ib uplift at joint 15. 6) Seqn: 57788652, Date:4/20/2006 LOAD CASE(S) Standard Job Truss Truss Type Qh' Ply Polo addition 315948 A04 ROOF TRUSS 2 1 Stock Building Supply, Sanford, FL 32771 ]ob Reference o tional 6.200 s Jul 13 2005 MiTek Industries, Ino. Fri Apr 21 08:20:41 2006 Page 1 1-0 5-7-10 10-4-0 15-0-0 19-8-0 24-4-6 1-0-0 5-7-10 48.6 30-0-0 4-8-0 4-8-0 4-8-6 5-7-10 Srale = 1:98.9 FTf�H 5-7-10 10-4-0 15-0-0 19-8-01- 0 24 4 6 3000 5-7-10 4-8-6 4-8-0 4-8-0 0-4-0 4-4-6 ets (X,Y): f 10:04-B.o-s-ni _ 5-7-10 --------------------------- LOADINQpsf) SPACING 2-0-0 TCLL 20.0 CSI DEFL in 2-10 999 L/d PLATES GRIP Plates Increase 1.25 TC 0.42 Vert(LL) -0.20 2-10 >999 360 TCDL 7.0 Lumber increase 1.25 BC 0.59 MT20 244/190 BCLL 0.0 Rep StressIncr YES Hor(TL) -0.52 2-10 >4/a 240 BCDL 10.0 WB 0.83 Horz(TL) 0.03 9 n/a n/a Code FBC2004/TPI2002 (Matrix) Wind(LL) 0.10 2-10 >999 240 Weight: 131 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1 -Ply REACTIONS(lb/size) 8=127/0-8-0,2=664/0-8-0,9=1452/0-8-0 Max Horz 2=91(load case 4) Max Uplift8=-88(load case 5), 2=-361(load case 4), 9=-517(load case 5) Max Grav 8=206(load case 11), 2=670(load case 10), 9=1452(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12, 2-11=-1545/744, 3-11=-1524/754, 3-12=-1018/392, 4-12=-984/401, 4-13=-1017/465, 5-13=-984/473, 5-14=-311/870, 6-14=-320/815, 6-15=-360/871, 7-15=-365/812, 7-16=-126/435, 8-16=-136/419 BOT CHORD 2-10=754/1470, 9-10=-43/207, 8-9=-402/151 WEBS 4-10=-267/258, 5-10=-395/963,5-9=-1295/595, 6-9=-267/255,7-9=-652/479,3-10=-541/418 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3 -second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf,, Category II; Exp B; enclosed; MWFRS gable end zone and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-0-0, Exterior(2) 12-0-0 to 18-0-0, Interior(1) 18-0-0 to 26-8-0, Exterior(2) 26-8-0 to 29-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 Ib uplift at joint 8, 361 Ib uplift at joint 2 and 517 Ib uplift at joint 9. 6) Seqn: 57788657, Date:4/20/2006 LOAD CASE(S) Standard 04/21 2006 Truss Design Engineer. Steven Liebennan, PJ. (FL License # 58012, Stock Building Suppir 220 W. Brandon BIW.; Surte 204, Brandon, FL 33511 _�.. May 05 06 08:52a ROD FACEMYER 407 322-3255 p.2 A, r L.. APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 6DOC-04 Residential Limited Applications Prescriptive Method C CENTRAL 4 5 6 Small Additions Renovations 8 Building Systems Compliance with Method C of Sub -Chapter 6 o1 ti -e Flonda Energy Efficiency coae may De oemorr3u meo uy rnr ...•---- square feet or less, site-irstalled components of manufactured homes, and renovations to single- and muftiple4amily residences. Alternative metnoc s are PROJECT NAME: r !% BUILDER: AND ADDRESS: PERMITTING CLIMATE OFFICE: ZONE:. 4 ❑ 5 X 6 ❑ OWNER: PERMIT NO.' JURISDICTION NO. SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of conditioned area). Prescriptive requirements in Tables 6C.1 I 6C-2, and 8C-3 apply only to the components of the addition, not to the existing building. Space heating, cooling, anc Nater heating equipment efficiency revels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating uncondltiored spaces from Conditioned spaces must meet the prescribed minimum `insulation levels. RENOVATIONS (Residentlal buildings undergoing ren- ovations costing more than 30°6 of the assessed va:ae of the building). Prescriptive requirements in Tables 6C-1 and GC -2 apply only to the components and equipment being rerovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site -installed components and features are covered by this font. BUILDING SYSTEMS. Comply when complete new system is installed., CK 1. Renovation, Addition, New System or Manufactured Home 2. Single-family detached or Multiple -family attached 3. If Multiple-family—No. of units covered by this submission 4. Conditioned floor area (sq. ft.) S. Predominant eave overhang (ft.) 6. Glass type and area: a. Clear glass b, Tint, film or solar screen 7. Percentage of, glass to floor area 8. Floor.type and insulation: a. Slab -on -grade (R -value) b. Wood, raised (R -value) c. Wood, common (R -value) d. Concrete, raised (R -value) e. Concrete, common (R -value) 9. Wall type and insulation: e. Exterior. 1. Masonry (Insulation Ft -value) 2. Wood frame (Insulation .Ft -value) b. Adjacent: 1. Masonry (Insulation R -value) 2. Wood frame (Insulation ;3 -value) c. Marriage Walls of Multiple Units' (Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation R -value) b. Single assembly (Insulation R -value) 11. Cooling system' (Types: central, room unit, package terminal A -C., gas, existing, none) 12. Heating system' (Types: heal pump; elec. strip, natural gas, LP -gas, gas h.p., room or PTAC, existing, none) 13. Air distribution system" a. Backflow damperor single package systems' (Yes/No) b. Ducts on marriage walls adequately sealed` (Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) . Pertains to manufactured homes whh�sits-installed components. by cerGlq that the s. spe 'kali %ered bythe cakumtion are in compliance with Review al plays and Wrilicatims covered by this cabc'adon indicates compisdace with The Florida I here the Florida _ ly t • e. Energy God:. BEIMmrsbuctlen u completed, this building willbe Inspected for ramplia ce in acoxdand nth Section 553.908, F.S. PREPARED BY: BUILDING OFFICIAL I herebycertrly Ih" ikfi " co h the Flonds Energy Code: n OWNER AGEN DATE: `^'� O DATE: FLORIDA BUILDING CODE— BUILDING 13-13.35 May 05 06 08:52a ROD FACEMYER APPENDIX 13-I] 407 322-3255 p.3 Climate Zones 4, 5, 6. Tani a RrA- Prlrsr41Pli nFnl]M;MFIM stn SMAtt Aoontflil ism se- Ft. and Lossi. nENDVlRIO/ls To EXISTING BUILDINGS AND 511E-INSIALLED cnmPONE)m of (MNUFACiURED HOMES See Table1"07.1.ABC.3.2and 13 08.1ABC.3.2 ` Maximum percentage glass m 11oor area allowed is selected by type, overhang length, and solar heat gain coefffclem. Nlatximurn % _ Installed minimum INSULATION COMPONENT INSULATION INSTALLED. Dorblo Singe Double Single! Double Concrete Stcck - R-6 - - Singfo P!cg. Frame, 2 x 4' R -1t a Frame, 2 x V R-19 EEA 3 Common, Frame R-11 Max. 0.3 dm,'sq.m. window area; 5 dm,'sq.h- door area Common, Masonry R-3 HSPF'= 6.8 HS'PF- Under Attic R-30 - HSPF-6.6 - w Single Aesembly; Enclosed COP - =2.7' - z Frame. FI -19 Hot Water Plpes 512.1 Irsulatlon Is required for hot water circulating systems (including heat recovery units). Moral Pans R-13 V Single Assembly:Open R-10 Fuel Oil AFUE=.78 AFUE= Common, Frame - - R-11 ¢ ISlao,on�grade No Midrnum Gas; natural or LP -gas EF - 59 '0 Raised Wood R-11 O Raised Generate R-5 Cameron, -Perrone R•11 U In unconditioned space - R-6 o In candhoned space No minimum See Table1"07.1.ABC.3.2and 13 08.1ABC.3.2 ` Maximum percentage glass m 11oor area allowed is selected by type, overhang length, and solar heat gain coefffclem. Nlatximurn % _ Installed MINIMUM INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY Dorblo Singe Double Single! Double - SEER -W.0 SEER m. - Singfo P!cg. SEER- 9.7 SEER - Get certified SHGC from the manuladurer Or USD delauhs: Single dcar SHGC - .75, double clear SHGC - .66, and single Ifni SHGC -.64 V-Split r PTHC EER = 6.5- EEA Exterior Joints & Cracks 606.1 istance ANY Max. 0.3 dm,'sq.m. window area; 5 dm,'sq.h- door area Safe & Top Pintos 606.1 - Spit HSPF'= 6.8 HS'PF- Munlstoty Houcas 606.1 Single Pkg. HSPF-6.6 HSPF= w Room unit or PTHP COP - =2.7' HSPFiCOP = _, Swimming Pools Be Spas 612.1 Spas & headed pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal cificioncy of TWI- Hot Water Plpes 512.1 Irsulatlon Is required for hot water circulating systems (including heat recovery units). Shower Heads 512.1 Gas. natural or propane AFUE =.78 AFUE= cn Fuel Oil AFUE=.78 AFUE= 6F- W Electric Resistance EF _ D2 EF- _ ~¢ Gas; natural or LP -gas EF - 59 EF = 3 Fuel Oil EF=54 EF - See Table1"07.1.ABC.3.2and 13 08.1ABC.3.2 ` Maximum percentage glass m 11oor area allowed is selected by type, overhang length, and solar heat gain coefffclem. Nlatximurn % _ Installed GLASSTYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REOUIR© FOR GLASS PERCENTAGE ALLOWED UP TO 20% U P TO 30'1, - U? TO 40% UP TO scr- Single DoublerSingle Dorblo Singe Double Single! Double - OH-SHGC Cli OH-SHGC OH-SHGC OH-SHGC OHSHGC OHSHGC 1'•.87 0'--78 1'-.78 3'-.87 2-.73 4'-.B7. 3-.78 2' -JS 1'-'.61 3'-J5 2'•.61 0'-.44 2-.57 1'.•,,bl . 0'.,39 1'-.39 �'-.35 Get certified SHGC from the manuladurer Or USD delauhs: Single dcar SHGC - .75, double clear SHGC - .66, and single Ifni SHGC -.64 TABLE 6G3 MINIMUM REQUIREMENTS FOR ALLPACKAGFS COMPONENTS SECTION - REQUIREMENTS - - CHECK Exterior Joints & Cracks 606.1 To be muffed, gaskeled, weNhcr-stripped or otherwise scaled. Exterior rilrtdows & Doors 80&1 Max. 0.3 dm,'sq.m. window area; 5 dm,'sq.h- door area Safe & Top Pintos 606.1 Sale planes and penetrations through top plaes of exterior waists must be sealed. Recessed Llghffng 60&1 Type IC rated with no penetrations (two ahemalives al'aworli Munlstoty Houcas 606.1 Air bonier an perimeter of floor cavity between floors. Exhaust Fans 605.1 Exhaust tans vented to unconditioned all shall Have dampers, except for correlation devices with Irtagral exhaust ductwork. Combuatbn Heating 006.1 Combustion space and water heating systems mist be prov:ded with outside combustion air, except for cited vex appliances Water Heaters 612.1 Compy with efficiency requlremenls in Table 612A.ABC.3.2. Switch or clearly marked cirmill breaoar electric or cula`f (gas) must be provided. External or built-in heat trap requited for pedicel pipe risers. Swimming Pools Be Spas 612.1 Spas & headed pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal cificioncy of TWI- Hot Water Plpes 512.1 Irsulatlon Is required for hot water circulating systems (including heat recovery units). Shower Heads 512.1 Water !low must be reslriCed to no more than 25 gallons per ndnutc at 80 Ps 1g. HVAC Duct Construction, 510.1 insulation S Installation - All duds, tidings, mechanical oqupned one planum chambers spall be mechanicallyaeachod, sealed, Insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be Irsulated to a minimum of RS. HVAC Cord role 607.1 Separate roadiry accessible manual or automallc thermostat for each syster-L GENERAL DIP.EGTIONS: 1. On Table W-1 iodicate the R-valua of the Insulation being added to each component and the effidenry te'relS of the equipmilt being installed. All R -values and efficiencies Insatled mIW meet or exceed the minimum values listed. Compcnents and equipment neither being added nor renovated may be lett tmnk. 2- ADOMDNS ONLY. Cetermirethe pefeerlolnewglass toconddicnedDoor arrainthe addilionasrollows. Total Ile areas ofall glass vrindoas, sliding glass doors and glass door panel&Double the area of ail nanverical roof glass and add it to the previous local. Pllten glass io existing Wirriornvalls Is being removed or enclosed 0y Ino addition, in amount aqua! to the total area of 11is glass maybe subliaded from the total glass area. Divide the adjusted glass area total by the condhioned floor area of the acdition. fAuAiply by IOC to get the percent Find the largest glass percentage under whlch your calculated percentage talk an Table 6C-2. Prescriptives are given by the type o1 glass (single or doible pane) and the overhaog (OH) palred with a solar heat gain cperrimirt (SHGC). Por a given glass type rind overhang. the minlmumsolar teal [gain coefficient Olowed is specified. Actual glass wmdcsys and d0015 {(Niot sly in the exterior walls of lite house nd being reinstalled in the addhian do nol have la comply with the overhang and solar heal Carl coefficient requirerrknts on Table GC -2. All new glass in the addition mist meet the requirement lot one of th8000ns in tit glass percentage category you indicated. The overhang (OH) distance is measured perpendicularly Irom the face of the glass to a point dironlyunder the outermost wipe of the averirang. 3. RENOVATIONS ONLY. Replacement glass needs to meelihe following rKaitetr:enls. Any glasstype and solar beat gain coefficient may be used lar glass areas which are trader at least a 2 loot overhang and whose Ievest edge dates nol eAEA iudher than 8 feetirgm Ile overhang. Glass arm being rerllvaded that do not meet this criteria must be eithersingle-pane tinled, doubtpane clear cr doubter -pane tinled. 4. 3UrLDIM SYSTEMS. Compy when r;ew s1slen': is Installed for system installed. S. Complete the Information requested cit Re lop hand page I. 6 Read 'lAinimumPequirementsfor Small Additions and Per oMions.' Table BG3.and check all applicableeitems. Z Read, sign and date tha'avmedALent' certification statamenl on page L 13-D,36 FLORIDA BUILDING CODE - BUILDING e1ay 05 06 08`52a ROD FACEMYER 407 322-3255 p.1 P ■ ■ e ■ AIR CONDITIONING HEATING r'• FAX 407 322-3255 3805 St. Johns Parkway Sanford, Florida 32771 License #CACO 5042$ FAX COVER TO: LEONARD FAX # RE: ANY QUESTIONS PLEASE DO NOT HESITATE TO CALL ME FROM: RDA Rod Facemyer A/C & Heating Inc. P