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Home My WebLink About120 Mayfair CtPermit # : VJ ' CITY OF SANFORD PERMrr APPLICATION Date: z7 Job Address: Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building _X_ 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: J_ # of Dwelling Units: Flood Zone: (FEMA form rerluired for other than X) Parcel M Owners Name & Address: a b Mlr 40 Contractor Name & Address: Phone & Fax: — 35 Bonding Company: Address: Mortgage Lender: of Ownership & Legal Description) Phone: `r0 1 — .3G_C,— State G._ e License Number: c&66 Person: C lL4!!S, ZA*r-e(—'z Phone: Address: Architect/Engineer: Phone: _ Address: Application is hereby made to obt4in a hermit issuance of a permit and that all work "I be I pemvt must be secured for ELECTRICAL Wi AIR CONDITIONERS, etc. Fax: indicated:'- I certify that no work or installation has commenced prior to the laws regulating construction in this jurisdiction. I understand that a separate LS, Pt9Oi S, FURNACES, BOILERS, HEATERS, TANKS, and 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 toWitbe found in the public records of this county, and there may be additional permits required from other governmental entitieEnn atertate agencies, or federal agencies. Acceptance of p it is v tt tion that 1 will notify the owner of the property of the reqf Signature of Owner/Agent Date off p trractor/Ag'IeDate 1nt ' J / Cb- Owner gent is Personally Known to Me or uced ID__f7 L ib 6f APPLICATION APPROVED BY: Bldg:j I bs))04 Zoning: initial & Date) Special Conditions: b( ary- afle 4aE GRAVE Date MY COMMISSION 1 DD 164280 EXPIREF November 12,2006 rp 60 Bonded Thro Budget Notary Services actorNi' ent is Personally, , own to Me o Produced ID L t ` k A' :S l ' _D Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) 493Q T7/ 11%1% JZ6 Truss Truss Type 2703 Al COMMON Qty- rly--- 3 FSwainonal auucwrdi ndn oervice mc., Awamome opnngs, rL au 14, tl'li/ 4.ZU I *)Kl 5 NOV 10 ZVVV MI 1 eK mousines, Inc. WeO NOV Z4 11:17:53 ZOt/4 Page 1 2-0-0 5-9-14 10-10-0 15-10-2 21-M 23-8-0 2-0-0 5-9-14 5-0-2 5-0-2 5-9-14 2-0-0 Scale = 1:42.5 4x6 = 4 u2 0 3x4 = V 8 3x4 = 3x4 = 5x6 = 7-5-15 14-2-1 21-8-0 7-5-15 6-8-3 7-5-15 Plate Offsets MY): f8:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.09 9 999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) 0.22 8-9 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 94 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Sheathed or 3-9-12 oc purlins. BOT CHORD 2 X 4 SYP No.3 SOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=983/0-8-0, 6=983/0-8-0 Max Horz 2=117(load case 4) Max Uplift2=-449(load case 2), 6=449(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=19, 2-3=1795, 3-4=1579, 4-5=-1579, 5-6=-1795, 6-7=19 BOT CHORD 2-9=1690, 8-9=1181, 6-8=1690 WEBS 3-9=-282, 4-9=469, 4-8=469, 5-8=-282 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 10 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 449 lb uplift at joint 2 and 449 lb uplift at joint 6. LOAD CASE(S) Standard f NOV 2 362004 18243 Job Truss Truss Type oty . Ply Swain I2703 A1G COMMON 1 1 optional) Structural Plan Service Inc.. Altamonte SDrinas. FL 32714. (PC) 4,201 SR1 s Nov 16 2000 MiTek Industries. Inc. Wed Nov 24 11.17.54 2004 Pane 1 2-0-0 10-10-0 21-8-0 23-8-0 2-0-0 10-10-0 10-10-0 2-0-0 Scale = 1:42.5 46 = 2x4 11 6 2x4 11 3x4 = 1y 1t3 I 'Ib 1. 14 13 1Z 3x4 = 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 3x4 = 2x4 11 2x4 11 21-8-0 kw-mll LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.05 1-2 >504 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 10 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 96 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Sheathed or 6-0-0 oc purfins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=264/21-8-0, 14=1/21-8-0, 10=264/21-8-0, 16=111/21-8-0, 17=133/21-8-0, 18=68/21-8-0, 19=238/21-8-0, 15=133/21-8-0, 13=68/21-8-0, 12=238/214-0 Max Hoe 2=117(load case 4) Max Uplift 2= 240(load case 2), 14=-4(load case 2), 10=-254(load case 3), 16=-8(load case 4), 17=-106(load case 4), 18=-69(load case 2), 19=-171(load case 4), 15=107(load case 5), 13=-75(load case 3), 12=-170(load case 5) Max Grav2=264(load case 1), 14=7(load case 3), 10=264(load rase 1), 16=111(load case 1), 17=138(load case 6), 18=68(load case 1), 19=238(load case 6) 15=137(load case 7), 13=68(load case 1), 12=238(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=37, 2-20=-50, 3-20=39, 3-4=-36, 4-5=18, 5-6=24, 6-7=24, 7-8=16, 8-9=-36, 9-21=-48, 10-21=-50, 10-11=37 BOT CHORD 2-19=4, 18-19=4, 17-18=4, 16-17=4, 15-16=4, 14-15=4, 13-14=4, 12-13=4, 10-12=4 WEBS 6-16=111, 5-17=133, 4-18=-69, 3-19=236, 7-15=-133, 8-13=-69, 9-12=-236 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 10 ft above ground level, using 5.0 psf top chord dead load and 5.0 psi bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint 2, 4 lb uplift at joint 14, 254 lb uplift at joint 10. 8 lb uplift at joint 16, 106 lb uplift at joint 17, 69 lb uplift at joint 18, 171 lb uplift at joint 19, 107 lb uplift at joint 15, 75 lb uplift at joint 13 and 170 lb uplift at joint 12. y1 Lti LOAD CASE(S) Standard 3 6 r NOV 2 '3-2004' 18243 S. 1' 1 r.7 r, r r, r nrn, .—. nnwr., rM.. r .un nrrn.,n nr%f%r CONSTRUCTION TYPE: VI UNPROTECTED BASIC NAND SPEED - 120 MPH NAND IMPORTANCE FACTOR = 1.0 NAND EXPOSURE - CATEGORY B INTERNAL PRESSURE COEFF.= .18 COMPONENTS AND CLADDING 25.9 / —34.7 p.s.f.) DESIGN REQUIREMENTS LIVE LOADS ROOF = 20 PSF FLOORS, STAIRS, BALCONY - 40 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. WIND REQUIREMENTS OF SEC. 1606 OF THE 2001 FLORIDA BUILDING CODE w/ 2003 REVISIONS KUUI- KAMINU NLAN CHARLES LANE GENERAL Mr. & Mrs. SWAIN CONTRACTING LLC. 12Q MAYFAIR CT. SANFORD, FLORIDA, 32771 Y NOV 2 2.2004 - 18243 - Ken Ehlers P.E. stote certified / 18243 South S.R. 434 Suite 2005 monte Springs, FL 32714 STRUCTURAL PLAN SERVICE SPS 531 South S.R. 434 Suite 2001 Altamonte Springs, FL 32714 Phone (407) 295-8155 531 fox (407) 295-8141 OF Alto FILE #1557 i Al I I--Z:r 8 fir`•"r ) J Q 3 U SHINGLE ROOFING 15 Ib. FELT 112' CDX PLYWOOD or 7/16' DSB SHEATHING HURRICANE STRAP SEE PLAN FACIA W/DRIP EDGE VENTED SOFFI WINDOW SEE FLOOR PLAN z PRE- CAST SILL X \W PAINTED 8' CMU WALL FINISH GRAD*E' s` 0 0 EXISTING FDOTER TYP. WALL CONSTRUCTION TYPE: VI UNPROTECTED BASIC NAND SPEED = 120 MPH NAND IMPORTANCE FACTOR - 1.0 WIND EXPOSURE = CATEGORY B INTERNAL PRESSURE COEFF.= .18 COMPONENTS AND CLADDING 25.9 / —34.7 p.s.f.) DESIGN REQUIREMENTS LIVE LOADS ROOF = 20 PSF FLOORS, STAIRS, BALCONY = 40 PSF 2X4 TRUSS "X" BRACING 0 96" O.C. (2) 2d NAILS EACH INTERSECTION MIN. INSULATION ' 2X4 BLOCKING ® 48" O.C. 1ST (2) TRUSS BAYS TRUSS SPANS TO 40' 1ST (3) TRUE BAYS TRUSSES SPAN TO 50' DRYWALL ( 2) 2d. NAILS EACH END 8' CONC. UlLOCK BOND BEAM. 1 #5 BAR MIN 25' LAP PRE CAST HEADER 1/2' GYPSUM DRYWALL ON 3/4' FURRING R4.2 MIN. INSULATION 1#5 BAR MIN 25' LAP IN FILLED CELL(SEE FLOOR PLAN) ril "EXISTING CONCRETE SLAB SECTION CMU NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. WAND REQUIREMENTS OF SEC. 1606 OF THE 2001 FLORIDA BUILDING CODE w/ 2003 REVISIONS 5'-0' fit-- W EDff - 1 I I 2X4 T—BRACE TPLYWOOD4'-0' L._._._._._._._._._._._. X-(DIFREQUIREDBYSEENAILINGSCHEDULEI TRUSS MANUFACTURER ON ROOF TRUSS LAYOUT I ! 4'-0' r RIBffKt7DO____ 4'-0' O 1 w 1 /2" GYP. BOARD CEILING NAILED W/ 5d COOLERS — 8" O.C. MAX. TRUSSES 0 24" O.C. 2X8 P.T. PL. ANCHOR TO BLOCK W/ 1 /2" A307 W/2" WASHERS ® 48" O.C. 7/16" OSB SHEATHING OR 1 /2" CDX „ NAIL W/.8d COM 6 O.C. EDGES 12" O.C. FIELD GABLE TRUSS NAIL W/ 12d TO 2X8 PLATE 0 6 O.C. CMU GABLE ATTACHMENT DETAIL GENERAL FRAMING NOTES 1. ALL LUMBER TO BE SOUTHERN YELLOW PINE #2 OR SPRUCE #2, MAXM.C. OF 19% EXTERIOR LUMBER AND IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 2. PROVIDE ADEQUATE BRACING AND BRIDGING TO TRUSSES TO RESIST WIND AND OTHER LATERAL FORCES. CHARLES LANE GENERAL Mr. & Mrs. SWAIN 120 MAYFAIR CT. CONTRACTING LLC. SANFORD, FLORIDA, 32771 SHEATHING SHALL BE FASTENED WITH MIN. #8 GUN NAILS ZONE I EDGES @ TRUSSES 6' O.C. AND INTERMEDIATE TRUSSES 12' D.C. ZONE 2 EDGES @ TRUSSES 6' D.C. AND INTERMEDIATE TRUSSES 6' D.C. ZONE 3 EDGES @ TRUSSES 6' O.C. AND INTERMEDIATE TRUSSES 6' D.C. ROOF NAILING CHART TOP CHORD BLOCKING t r-r BE. MAIL IP FACE O' HIP TRUSSES VITAE ROOF pp pOID BLOCKING a 4'-C O.C. NAIL my" SPANS Now THAN 24' at IN rIRST 2 FRNUNG SPACES a CABLE ROOF SIEATHDIG 0 Till P. BUILDING LENGTH I, ROOF SHEATHING LAYOUT AND DIAPHRAGM BLOCKING STRUCTURAL PLAN SERVICE SPS 531 South S.R. 434 Suite 2001 Altamonte Springs, FL 32714 Phone (407) 295-8155 fox (407) 295-8141 FILE #1557 NOV 2 2.2004- T182F43,41 Ken" Ehlers P.E. state certified t 18243 531 South S.R. 434 Suite 2005 Altamonte Springs, FL 32714 A2 PERMIT #os-s5o PLANS REVIEWED CITY OF SANFORD NAME ADDR.SSlcU,c . Permit No. State of Florida County of Seminole NOTICE OF COMMENCEMENT Tax Folio No. The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. iption of prope (legal description of the property and street address if available) 2 61 2. General description of improvement: Owner information a. Name and address 7- r+ CQ -3z 77// b. Interest in property c. Name and address of fee simple titleholder (if other than 4 ontractor Name and address b. Phone number 5. Surety a. Name and address C f 44iucs Z 3s3 Fax number 11111 if 1fi 110111t1 I1 W ID Iff V 111110 IN IF #1 of 91111101 CLERK OF CIRCU11 CMRTb. Phone number Fax n ' c. Amount of bond ElkS57 -R 1 !9 04 6. Lender C L E RK' S # 0QU-1418681 La a. Name and address R.CY7RDLD IVK12M-IP-ei al PH REW IMI b. Phone number Fax nunRWRbrD BY L McKinley 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(l)(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 1 year from the date o ecording- unless a different date is specified) % J Signature of Owner om to (or affirmed) and subsc ' ed before me this _ day of l, y t r V MARYANNE MORSE Personally Known OR Produ ed Identification ELERK OF CIRCUIT COURT Type of Id tification Produced_ FY210/e _ cJ'S.- SEMI 0 COUNTY, FLORIDA A, EP TY K v' • Anh Thu T Nguyen p PU11C, State of OI'1 M)' 0ommission DD304015 b 2004 Commission Expires: a Expires March 25, 2008 v U