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Home My WebLink About115 Laurel Av; 00-2777; ADDITIONits --7L-A-4,jz ZONE DATE 671U116n CONTRACTOR fW ll- /- ADDRESS PHONE # J LOCATION OWNER \` ` l f Y_ ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCHITECTURAL APPROVAL DATE: PERMIT # JOB COST $ CKJV FEE $ 7- STATE NO, FEE $ tV FEE $ FEE $ 3(-)' FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE SUBDIVISION: LOT NO. 3 BLOCK: SECTION: j SQUARE FEET: MODEL: OCCUPANCY CLASS: DATE: EPI: C> CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS 115 <w* L/iURr t AV rz uE Total Contract Price of Job ssT, 3%W0 Describe Work y L A'Pq TIWE i Type of Construction BLOCK- r-UAAE Number of Stories I— Number of Dwellings Occupancy: Residential Commercial PERMIT NUMBER Total Sq. Ft. Flood Prone (YES) (NO) Zoning if 3 Industrial LEGAL DESCRIPTION please attach printout from Seminole County) TAX I.D. NUMBER 3 O-i — ob 3 OWNER A 0$p AVA L A ji T( I E, f PHONE NUMBER L 0^ - 3 A1" i 35 ADDRESS 11 5 d. L A tk E. CITY :5A AJ FO'P STATE ZIP V1 1 TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE ZIP BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY STATE, STATE STATE ZIP ZIP ZIP CONTRACTOR PHONE NUMBER ADDRESS ST. LICENSE NUMBER CITY STATE ZIP 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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE 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 J 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, FS713. Q m m a 1r1 Signature wner/Agent & ate Signature of Contractor & Date o a `< rAAAE`LR TuCK€?L H N z U ype or Print ner/Agent Name, Type or Print Contractor's Name o c o 9 t` d ro Signature of Not ry & Date Signature of Notary & Date V p 1. J1 (Official Seal) Official Seal) 4 i m v O i i7 r. a 3 Qcn_vio 0 E 0. W Application Approv d BY: ) Date: i 0 Z FEES: Building ( Radon Police 9 Fire a Open Space (( Road Impact pplication 4 Q gNW PERMIT VALIDATION: CHECK CASH DATE{,, BY 4 tt t7 N4 INAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD ( 0. ADMIN) 0 0 zwE• THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE ik FORM 60OA-97 FLIA NR I GY EF ICIENCY CODE FOR. BUILWNG-,.,,CONSTRUCTION, Florida Qepartment of Community Affairs Residential Whole Building Performance Method A Project Name: 0215001 Builder: Address:. 115 1 N Laurel Ave Permittin Office: Sanford g. City, State: Sanford, Fl Permit Number: C9 3 -7 Owner: John Tucker Jurisdiction Number: 691500 Climate Zone: Central 1 ' Netructi w consonor exisU.1s ive%v _ 14. s.,omuig systems 2: Single family ormulti-family Single family — a. Central Unit Cap: 24.0 kBtu/hr — 3. Number of units, if multi -family 1 _ SEER: 10.00 4. Number of Bedrooms 2 b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area (ft2)' 1392 ft2 c. N/A 7. Glass area & type a. Clear - single pane 48.0 ft2 _ 13. Heating systems , b. Clear -_ double pane 0.0 ft2 '_ a. Electric Heat Pump Cap: 23.0 kBtu/hr — c. Tint/other SC/SHGC = single pane 0.0 ft2 - HSPF: 6.80 _ d. Tint/other SC/SHGC -double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On - Grade Edge Insulation R=0.0, 106.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9: Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4.2, 906:0 ft2 EF: 0:89 _ b. Face Brick, Block, Exterior R=4.2, 1071.0 ft2 — b. N/A c. N/A d. NIA c: Conservation credits c. N/A HR-Heat recovery, Solar 10: Ceiling types i DHP-Dedicated heat pump) a. Under Attic R=19.0, 696.0 ft2 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross Ventilation; c. N/A HF-Whole house fan l 1. " Ducts. PT:Programmable Thermostat, a. Sup: Unc. Ret Con. AH: Interior Sup: R=6.0, 40.0 ft RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor-'Area: 0.03 Total as -built points: 15581.00 Total base points: 21958.00 PASS' hereby certify that the plans and specifications covered- by this calculation - are i 'complian e w h t 'da' Energy Code., f, PREPARED BY:Southern' Energy Eval. Serv. DATE:. '15 ' 00 000,3Z1,SEC S I hereby certify that this building, as designed, is in compliance with the, Florida Energy Code. OWNER/AGENT: DATE: nor se Base As -Built Cooling. 11256 p®on Cooling, 1128 po'ni[ Heating: 5574 p'oihts Heating: 338,2 points Hot Water: 512& points Hot Water: 5070 points Total: 2195& p®inks Total: 15581 Points- p FORM 60OA-97 BASE AS.BUILT GLASS TYPES11-18 X Conditioned X BSPM Points OverhangFloorAreaType/SC Ornt Len Hgt Area X SPM X`' SOF Points 18 " 1392.0 42.08 10542.9 Single, Clear S 1.0 16.0 12.0 44.66 0.99 530.1 Single, Clear S 1.0 6.0 ` 12.0 44.66 0.94 505.9 _. Single, Clear W . 1.0 16.0 12.0 53.47 0.99 637.9' Single, Clear W 1.0 6.0 12.0 53.47 0.97 621.5 As -Built Total: 48.0 2295.4 WALL TYPES, Area .X BSPM Points , Type R-Value Area X SPM Points Adajcent i' p .0 0.0 0.0 Concrete, Int Insul, Exterior 4:2 906.0 1.16 1051.0 Exterior 1977.6 1.90 3756.3 Face Brick, Block, Exterior 4.2 1071,o 0.54 578.3 Base Total: 1977.0* 3756.3 As-Built"Total:: 1977.0, 1629.3 DOOR TYPES• Area X BSPM• P18irltst Type Area X SPM Points Adjacent 0.0 . 0.00• 0.0 Exterior Wood 42.0 7.20 302.4 Exterior 42.0 4.80 201.E Base Total 42.0 ` 201.6 As -Built Total: 42.0 302.4• CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points Under Attic 696.0 0.60 417.6 Under Attic 19.0 696.0 1.110 765.6 Base Total: 696.0 417.6 As -Built Total: _ , 698.0 765.6 FLOOR TYPES Area X BSPM Points; Type R-Valuez Area X _SPM Points Slab 106.0(p) -31.8 3370.8 Slab -On -Grade Edge Insulation 0.0 106.0(p) 731.90 3381.4 Raised 0.0 0.00 0.0 Base Total: 3370.8 As -Built Total: 3381.4 INFILTRATION Area X "BSPM" Points Area X SPM Points 1392.0 14.31 19919.5 1392.0 14.31 19919.5 Summer. Base Points: 31467.1 Summer As,=Built Points: 21530:8 Total Summer. X System , _ Cooling Total X . Cap X Duct X •System X.,: Credit Cooling Points Multiplier Points Component - Ratio Multiplier Multiplier Multiplier Points' 21530.8 - 1.000 0.971- 0.341 1:000 7128 5 31467.1, 0.3577v 11255.8 21530.8 .1.00 0.971 0.341 1.000 7128.5 ADDRESS: 115 N. Laurel Ave, Sanford, FI, PERMIT #: BASE AS -BUILT GLASS TYPES ; 18 X Conditioned X BWPM Floor Area Points Overhang Type/SC Ornt Len Hgt' Area X WPM X6 W..OF Points 18 1392.0 4.79 1200.1' Single, Clear S 1.0 16.0 12.0 7.73 0.99 92.3 Sin le Clear S 1.09 6.0 12.0 7.73 1.01 93.5 >. Single, Clear W 1.0 16.0 12:0 10.74. 1.00 128.8 Singfe; Clear w 1.0 6.0 - 12.0 10.74 1.00 129.2 As -Built Total: 48.0 443.9 WALL TYPES Area X BWPM Points Type R-Value, Area X ` WPM Points Adajcent 0.0 0.0 0.0 Concrete, Int Insul, Exterior 4.2 906.0 3.26 2953.6 Exterior 1977.0° 2.00 3954.0 Face Brick, Block, Exterior 4:2 1071.0 2.36 2527.6 Base Total; 1977.0 3964.0 As -Built Totals" 1977.0 5481.1 DOOR TYPES Area- X BWPM Points Type Area X WPM Points Adjacent 0.0 0.00 0.0 Exterior Wood 42.0 7.60 319.2 Exterior 42.0 510 214.2 Base Total:;., 42.0- 2114.11 As -built Total: 42.0 319.2 . CEILING TYPES Area X BWPM Points Type R-Value Area X WPM- Points Under Attic 696.0 0.60 417,E Under Attic 19.0 696.0 1.00 696.0 Base Total: 696.0 417.E As-Buik Total: 696.0 696.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 106.0(p) -1.9 201.4 Slab=On-Grade Edge Insulation 0.0 106.0(p) 2.50 265.0 Raised 0.0 0`.00 0.0` Base;Total 201.4 As=Built Total: 265.0 INFILTRATION Area X BWPM. = Points Area X WPM' Points' 1392.0 -0.28 389.8 1392.0 0.28 389.8 1iWinter.Base Points: 51,94.7 Wnter As -Built Points: 6815.4 TotalWinter' X System = Heating Total X Cap X Duct X System 'X ;Credit. = Heating Points Multiplier Points Component Ratio Multiplier ` Multiplier Multiplier Points 6815.4 1.000 0.989 0.502 1.000 3381.7 5194.7 1.0730 5573.9 6815.4 ' ' 1.00 r 0.989 0.502 COW ' _ 33$1`.7 . FORM 60OA-97 WATER HEATING CGDE COMPLIANCE STATUS Residential Whole Building, Performance Method A - Details ADDRESS: 115 N Laurel Ave, Sanford, fl, PERMIT #: BASS AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 2 2664A0, 5128.0 50.0 0.89 2 1.00 2535.19 1.00 5070.4 s As -Built Total: 5070.4 FORM 60OA-97 Code Compliance. Checklist I Residential Whole Building Performance Method A - Details ADDRESS: 115 N Laurel Ave, Sanford, Fl, PERMIT #: 6A-21 INFILTRATION, REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows &:Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5"'cfm/s .ft: door area.. Exterior & Adjacent Walls 60ti.1.ABC.1.2.7 Caulk, gasket, weatherstrip orr seal between: windows/doors & frames,surroundingwall; foundation & wall soleorsill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. . n EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is.sealed to the foundation to the too plate. Floors 606. 1.ABC.1.2.2 Penetrationstopenings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. - Ceilings 606. 1 ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Vghting. Fbdures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed;, or Type IC or non -IC rated; installed: inside a sealed box with 1 /2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Mufti -story Houses 606:1.ABC.1.2.5 Air barrier on perimete,r of floor cavity'between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVEF MFARi IRFS.1mrict. ho mat nr avcaariarl by all racirinnr•oc 1 COMPONENTS SECTION' REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water -flow must be restricted to no more than 2.5 gallons per minute at 80PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically . attached; sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604. 1, 602.1 Ceilings -Min. R-19.Common walls -Frame R711 or CBS R-3 both sides. Common ceiling & floors R=11. f Jun-02-00 13:11 Terry L Schenk 407 678 2959 e J.F. FERNANDEZ, P,E, P.O. Box 593,Goldenroa, FL 32733-0593 PHONE: (407) 671-2096 FAX: (407) 678-2829 FAX COVER SHEET PLEASE DELIVER IMMEDIATELY DATE: NO. OF PAGES, INCLUDING THIS COVER SHEET TO: Act 1519io B'0t IQns cam , er COMPANY: DEPARTMENT: FAX NO.: FROM: j,) c K` 0 -2 rlc Z- REMARKS: T ce_ s wr IF ALL PAGES HAVE NOT TRANSMITTED CLEARLY, PLEASE CONTACT Joe— AT 4_ - ,7/ - 2-0? I. P. O1 i .. fib _- MODEL MATL DIMENSIONS FASTENERS' TOTAL} AVG ULT ALLOWABLE' DOWNLOAD f33WliBTF 22 120 ga 25/,5 11/2 13/g 13/a 1 4-10dx11/2 Z4 112 ga 11/2 3% 21,b 13/4 2.16d 465 Z6 112ga 1 L2 53/e 2 1 % 14501 2-16d 1517 485 228 28 ga 25/t6 1'/2 13/e 13/s 1 Odxl'/2 Z38 28 ga 2s/,6 21/2 1-3/9 13/a 10&1 Y? 244 12 ga 2'i2 31/2 2 13/e 4-16d 2800 865 1. Z28 and Z38 do not have nail holes. Fastener quantities are as required. 2. Allowable loads have been increased 33% for wind or earthquake loading with no further increase allowed; reduce for other load durations according to the code. 3. Z4 and Z6 loads apply with a nail into the top and a nail into the seat. Ties top plates to studs to resist wind or seismic activity. SP4, SP6, and SP8 wrap completely around double top plates. MATERIAL: 20 gauge FINISH: Galvanized INSTALLATION: a Use all specified fasteners. See General Notes. Posltion SP1 and SP2 as shown. Install the number of plate nails as indicated in the table. Then install five i Od commons into the stud and one 1 Od common at a 45° angle through the stud into the plate. CODES: BOCA, IC80, SBCCI Nos. NER-432, NER-443; Dade County, FL Nos. 93-0302.12, 83-0824,07. MODEL NO, DIMENSIONS FASTENERS AVG ULT ALLOWABLE' UPLI( i33) S t33 W L STUD' PLATE SP1 6-1 Od 1471Od 1950 585 SP2 I1.gd 6-1od 3300 890 SP4 39/1s 73/1s 6-lOdxt'/2 2917 35 SP6 59/1e 73i4 6-10dx1'/2 2917 735 SP8 ' 79/,6 65/16 6.10dx11/2 2917 735 Z2 clips secure 2x4 flat blocking between joists or trusses to support sheathing. Z4 and Z6 clips support skewed fit -in joists. MATERIAL: Z clips —see table. A21 and A23-18 gauge; all other A angles-12 gauge FINISH: Galvanized INSTALLATION; • Use all specified fasteners. See General Notes. a Z clips do not provide lateral stability. Do not walk on stiffeners or apply load until diaphragm is installed and naiied to stiffeners. CODES: BOCA, ICBO, SBCCI No. NER-421 (except Z44); City of L.A. No. RR 25076 (except Z44); Dade County FL No. 93-1016.1 A angles only). MODEL No. PENSIONS W, W: L FASTENERS BASE POST DOWN AVG AT ALLOWABLE' LOADS (t33) BOLTS NAILS BOLTS NAILS Ft F2 A21 2 1'/2 1No, 2-10dx11/2 2A0dx1'/2 540 175 240 A23 2 41/2 23/4 4-10dxl'/2 4-10dx1'/2 1767 485 485 A33 3 3 1'/2 4-10d 4-10d A44 47/2 41h 11/2 4-10d 4-10d A66 6 6 1'/2 2.3/e 2-31e A88 8 8 2 3-3/e 3.3/e A24 4 2 21/2 1-1/2 1-t/2 2-10d A311 11 31/a 2 1-1/2 1-'/2 60d 1. Allowable bads have been increased 33% for wind or earthquake loading with no further increase allowed; reduce for other load durations accading to the code. A311 Installation tllatic A33 slml A EIMWFA _3 Typical Z2 Installation TO PIPlate ble ( 3)10dx4} NPJLS T Stud EACH SIDE OF STUD SP6 and SP8 similar) 1. For SP1 and SP2, one stud nag must be driven at an angle through the stud into the plate to guarantee table load (see illustration). 2. Allowable bads have been increased 33%for wind or earthquake loading with no further increase allowed. Reduce by 330/6 for normal loading. SIfiAPSONI A21tA23 Installation Installation H a 24 LOUZ2 O SP1 Nailing Profile U. S. Pa tent4,480,941 o o 5 Spill 0 STDIE COMPANY, fK - 55 Ot ' d 6962 8L9 LOV I X.A. ,tat 91 : £i 00-ZO-unv 0 P `R(/55 f M6 5 5 THAADJUSTABLE Typtcal THATRUSSMANGER'S Installation Extra long straps allow full code nailing and can be field -formed to give top flange hanger convenience. Consult a Simpson representative for alternate nailing patterns not listed. No bolts required. The THA uses the double shear nail feature for added strength and safety. THA29 has a 21/4'bearing length. MATERIAL: See table FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. Two different installation methods may be used as follows: Maximum naillrlg—AIL face nails must be applied according to the table; the nails used for the joist attachment must be driven at an angle so that the nails penetrate through the corner of the joist into the header. Minimum nailing —For the THA29, the minimum nailing schedule requires the use of joist double shear nailing as detailed above, and that the strap be field -formed over the header a minimum of 21/2 A minimum of tour top and four face nails must be used. a For all models except the THA29, the minimum nailing schedule may be. followed where double shear nailing is not possible, provided the strap is field -formed Over the top of the header a minimum of 116' for the THA213 and THA413, and 21e for all others, and a minimum of four top and two face nails are used. The joist double shear nailing tabs are easily straightened so that the nails can be driven straight into the joist see table for allowable loads). CODES: BOCA. i 0, SBCCI No. NER-209; City of L.A. No. RR 24949; Dade County, FL No. 93-0828.8. j Zy^ THA29 MODEL No. MINIMUM JOIST SIZE GA DIMENSIONS FASTENERS' DOWN AVG ULT I ALLOWABLE LOADS' W HT C HEADER JEST UPUFT' 133) FLOOR 100) ROOF 1 (125) TOP FACE STRAIGHT SLANT MINIMUM NAILING —TOP FLANGE THA29 2x6 18 1% 73/,6 5'/s 4.10d 4.10d I — 4.10d 8167 750 2460 2550 THA213 2x6 18 1% 11'3/,6 1 SYz 4-10d 2.10d 4-IDdxI% 5343 1615 1615 THA218 2x6 18 1s/a 14"/,6 51/2 4-1Od 2-10d 4-110dx11/2 5343 1615 1615 TMA218-2 2) 200 16 T b 153/,e 8'/4 4-16d 2.16d 6.16dx2'/2 7250 1850 1850 THA222-2 2) 2x10 16 31/e 193/4 6 4.16d 2.16d 6.16611/it 725o 185D 1850 THA413 44 16 33$ 1113/,e 4'/a 4.10d 2.10d 4.10d 5343 1615 1615 THA4t8 400 16 3% 15 8 4-16d 2.16d 6-16d 72501 1850 1850 THA422 4x10 16 3s/e 191/2 8 4.16d 2-16d 6.16d 1 1 7250 1 1850 1850 MAXIMUM NA,UNG—ALL NAIL HOLES FILLED THA29 2x6 16 I ts/e 9"/,6 51,11 16.1Dd 4-10d 1 8250 750 2125 2500 THA213 24 151 13/p 133/,e 5'/, 14-10d 4-10d 8760 750 1945 2030 THA218 2x6 161 1s/6 173/,6 5'/2 18.10d 4.10d 9120 750 1950 2030 THA218-2 2) 2x10 16 31/e 1711/,6 81/4 16-16d 6.16d 13750 1550 2830 3540 THA222-2 2) 2x10 16 31/a 223/,e 8 22-16d 6.16d 13067 1550 3630 3965 THA413 4x6 18 33/e 133/16 4% 14-10d 4-10d 9%31 750 1045 2430 THA418 410 16 3sie 17Yz 8 16.16d 6.16d 137501 15.W 1 2830 3540 THA422 4x10 16 3sie 22 6 22-16d 6.16d 13067 1550 3630 4250 An interlock provides alignment control and correct nailing locations. For a rafter -to -face connector, flatten the top flange into the face plane. The RR may be used with any rafter sloped up to 30° MATERIAL: 18 gauge . FINISH: Galvanized INSTALLATION: Use all specified fasteners, See General Notes. CODES: BOCA. ICBO, SBCCI No. NER-421; City of L.A. No. RR 25076. f 1 60'd L MODEL N0. JOIST SIZE FASTENERS OOVYN AVG ULT ALLOWABLE lf,>lLt15' HEADER JOIST FLOOR too] ROOF 125) RR 2x6 4-10dx1', 4-10&11/, 1250 365 415 1, Floor loads Inay be adjusted for other bad durations according to the code, provided they do not exceed the table roof bads. Typical RR Installation SI-MPSON THA U.S. Patents 401,996 and 4,480.941 Canada Patent 1,193,418 I II Double Shear Nailing 4tmwn-r„cyitrc r Je4'$rs M1r4h r Typical THA Minimum Nailing Configuration 1.16d sinkers may be used to replace 16d commons at 0.85 of table load. 2, The H dimension is the hanger Might mints 21/2'to achieveihe minimum nailing conf,gurawn. Ths ansures the required nailing into the top of the carrying member. 3. Up" has been increased 33 k for wind or eaMquake loading with no further increase allowed; reduce for other bad conditions as required by code. 4. Root bads are 125%at floor loads unless limited by other crilena. Floor bads may be adjusted for bad durations according to the code, provided they do not exceed thaw in the root column. o 0 O RR e. e 4 U.S. Potent 4,490,801 C CapP4lM 19W SIMPSCIN STRDkG TIE COMPANY. tNC 43. i m! N! 696Z SL9 LO`b GIs 040S I R_k Aa1 LT:el 00—ZO—une s vT 7ROss. iSEdMC iMUMC"E "ES f T'ievO fJr ya-.t r-r eb kwal. NO. MATL FASTENERS UPLIFT AVG ULT KWO ALLOWABLE LOADSu TO RAFTERS I TO PLATES TO STUDS UPLIFT 133) LATERAL IF,( 133) 1 F2033) H1 18 9a 6-8dxl112 4-8d 1958 490 485 165 H2 18 ga 5.6d 5-8d 1040 335 H2. 5 18 go 5-81 5-86 1300 415 150 150 H3 16 ca 4.8d I 4-8d 1433 455 125 160 H4 2098 4.8d 4-8d 1144 360 165 160 H5 18 ga 4-8d 4-Bd 1425 455 115 200 H6 16 ga 8-8d 8.8d 3983 915 650 H7 AV 4-8d 2-8d 8.8d 2991 930 400 H10 1B ga 8-Sdx1 Yz 6-8dx1112 2967 905 585 525 H10R 18pa 8.8dx11/1. 8-8dx114 2967 905 565 525 Typlead H6 Stud to Band Jolat Installation O Typical H6 Stud to Top Plate Installation Twist straps provide a tension connection between two wood members 1114" wide straps are an economical way to resist uplift at the heel of a trus The r Mend section eliminates interference at the transition points between wood members. MATERIAL' MTS- 16 gauge; LTS-18 gauge FINISH: Galvanized. Some products available in stainless steel and ZMAX; see Corrosion -Resistance, page 5. INSTALLATION: Use all specified fasteners. See General Notes. CODES: BOCA, ICBO, SBCCI No. NER-413. Dade County, FL Nos. 93.0302. 12 and 93-0824,07. MODEL NO. L FASTENERS' TOTAL) AVG ULT ALLOWABLE+' LOADS ( 133) LTSS 8 6.10d 2363 445 LTS10 10 10-10d 23 740 LTS12 12 12-10d 23 77 TS14 14 12.100 2383 77 LTS16 16 12.10d 2383 77 LTS18 18 12-1 383 2 775LTS20 20 12.10d 2383 775 MISS 8 6-10d 3116 445 MTS10 10 10 tOd 3116 740 MTS12 12 - 14.10d 3116 1000 MTS14 14 14-10d 3116 tOlm MTS16 6 14.10d 3116 1000 MTS1a 18 14.10d 3116 1000 MTS20 20 14.10d 3116 1000 1. LTS12 through LTS20 and WTS14 through UTS20 have additional nail holes. 2. in 00 half of the fasteners on each and of the strap to achieve full bads. 3. Mut" alowable table bads by 0. 81 whore I Ods are called out 0 1 Odxl 1,1' nailsor 11/2' wood member is used. 4. Loads have been increased 33% for wind or earthquake loading with no further Increase allowed. 1. Loads have been increased 33% for wind oreanNuake loading with no further increase allowed. 2. Allowable loads are for one anchor. A minimum ratter thickness el 2Y7" must be used when framing anchors are installed on each side of the joist and on the same side of the plate- 3. Maximum allowable uplih bad br the H4 stud to bottom plate installation is 315 Ibs; 370 Os tot the H2.5. 4. When cross -grain bending or cross -grain tension cannot be avoided, mechanical reinforcement sufficient to resist all such tortes should be considered. 10 Typical H7 Installation Typical MTS Installation as a Truss-to- Top•Plats Tie L1,7" L other sizes and WITS similar) e Cocr9119w SIMPSON STRONG TIE COkrP,wv, K. 57 , SO'd 696Z 9L9 LOV 1 iC..A.AO_L 91=£1 00—ZO—unp Al r 7X V sS I) 0 m 2 I HIOR-IJ) (HIOR. a m O , II FOUR 0%M 3i O 0 3fiE 2 Ml o o \ s ° O H1 0 oJ' Ht0 3 , T " Ff4 H1OR similar) ® ) 4 U.S. Patents 4,291,996; 4,480,941, m U.S. Patent Canada Patent 1,193,418; o 4,714,312 other Patent Pending 2e 0 p e 4i 2 • o HS 191 U,S. Patent V14,372 y H7 20" e H3 o 4 o l o i lip • 5} e eo 56 Designed to provide wind and seismic ties for trusses and rafters, use these connectors for general tie purposes, strongback attachments. and as all-purpose ties where one member crosses another. The H4 and H5 hurricane ties have unique shapes that require fewer nails. The designs allow for installation on the inside of the member without interfering with the drywall, or on the outside of the member without interfering with the sheathing material. The versatile HS and H7 hurricane ties are designed to attach studs, joists, trusses, plates, and other wood structural elements. The H10 and HI OR (tor rough -sized members) provide excellent uplift and lateral load resistance parallel and perpendicular to the top plates. optional positive angle nailing, with 8d common nails installed in double shear, connects shear blocking to rafter. Double shear nailing, with nails driven at an angle through two members, distributes the load through two points on each nail for greater strength. Slot allows field -bending to accommodate shear blocking angle —bend one time only. MATERIAL: See table FINISH: Galvanized, Some products available in stainless steel or Z-MAX; see Corrosion -Resistance, page 5. INSTALLATION: o Use all specified fasteners. See General Notes. a The HI can be installed with flanges facing outwards reverse of illustration #1). When installed inside a wall, a birdsmouth cut is required. . o H2.5, H3, 144, and H5 ties are Shipped in equal quantities of separate rights and lefts. a The H7 must be bent over and around the other side of the top wood member. A minimum of four 8d nails into the truss must be used, including two into the side of the truss at the end of the strap, H1 and H10 do not replace solid blocking. CODES: BOCA, ICBO, SBCCI Nos. NER-422 and NER-393 (except H10); Dade County FL No. 93-0828.4 (except H10, H10R); City of L.A. No. RR 24818 (except H4, H6, H7, H10 and H1 OR). Typical H4 Stud to Bottom Plate H2.5 application similar) see footnote 3) 143 Installation niq H4 Installation D CapKipM 19% SIMPSON STRONG-71E COMPANY, INC. HS Ties Rafter to Two Plates M] LO'd 656Z SL9 LOV >Ju04:3S `t R...t...ta1 bt =£t 00-ZO-unc 5STIFHAIPS71Meaf?//p 7\ I r I FR MODEL NO. MATL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE LOADS W L NAILS' BOLTS NAILS BOLTS, QTY OIA FLOOR100) MAX' 133) FLOOR 100) MAX' 139) LST_A9 lSTA12_ LSTA15 LSTA18 LSTA21 LSTA24 20ga 11/4 1'/4 1'i4 1'/4 9 12 8-lod 10-i0d 450 605 565 755 I 15 12.10d 68_0 905 18 14.10d 790 1055 21 16-1Dd 905 120511/4 11/4 24 18-1 Od 975 1295 t' ST292 I ST2122 2'/16 2'/,6 96i 6 12-16d 790 1055 1213/16 16-16d 1070 1425 ST2115 3/4 166/,g 10-16d 450 600 ST2215 2'/,6 166i,6 20.16d 1210 1615 LSTA30 18 ga 11/4 30 22-1Od 1255 1670 LSTA36 11/4 36 26.1Od 1290 1715 LST149 33/, 49 32-10dx1'/2 1455 1940 LST173 3% 73 48,10dx1+/2 2180 2620 MSTA9 1'/ 9 8.10d 455 610 MSTA12 11/4 12 10-10d 570 760 MSTA15 1'/4 15 12-1 Od 685 910 MSTA18 MSTA21 1'/, 18 14-10d 800 1065 11/4 21 16-1 Oil 910 1215 11/4 24 18.10d 1025 1370MST_A24 MSTA30 16 ga 1'q 30 22.10d 1265 1685 MSTA36 1 Y. 36 26.1 Od 1495 1995 ST6215 21/,6 166/i6 20-166 1330 1775 ST6224 VA6 231/16 28-16d 1890 2520 ST9 ST12 11/4 9 8-16d 540 720 1'/a . its/ 10-16d 675 900 ST18 11/4 173/, 14.16d 945 1260 ST22 11/4 21% 18-16d 1215 1620 ST6236 14 ga 21/,6 3313/,6 40-16d 2475 3300 FHA6 12 ga 17/,6 6 8.16d 550 735 FHA9 FHAl2 V/16 9 8-16d 550 735 17/16 115/6 8-16d 550 735 FHA18_ FHA24 V/m 173/4 8.16d 550 735 1766 23/6 8-166 550 735 FHA30 1"i6 30 8-16d 550 735 MSTI26 MSTI36 VA6 26 26-10dx11/2 1130 1510 21/16 36 36-1Odx1'/2 1565 2090 MST148 21/,6 48 48-10dx1'/2 2135 2850 MST160 21/16 60 60-10dx1'/2 2760 3680 MST172 2'A, 72 72-10dx1Y2 3310 4415 MST27 2'/,6 27 30.16d 4 1/2 2070 2760 1295 1725 MST37 21116 37 42-16d 6 286D 3815 1825 2435 MST48 21h6 48 46-16d 8 2 3345 4460 2225 2970 MST60 10 ga 21/15 80 56-16d 10 1/ 4360 5800 2670 3565 MST72 21/16 72 56-16d 10 16 4350 5800 2670 3565 PS2184 7 ga 2 18 4 s PS418' 4 18 4 s PS7204 7 20 8 HST2 21/2 211/4 6 3130 4175 HST5 5 211/4 12 6/6 6385 8510 HST3 3 9a 3 25'h 6 3/i 4645 6195 HST6 6 25% 12 2/4 0 12465 i. Maximum loads have been increased for wind or 3. Allowable boft bads are based on parallel -to -grain earthquake loading with no further increase aflowed. badingand these minimum member thicknesses: Floor loads may not be increased for other load durations. MST-21/2': HST2, HST5-4": HST3, HST6-4'/2' 2.16d sinkers (9 gauge x 31/,") or 1 Od commons may be 4. PS Strap desgn loads must be determined for each substituted where 16d commons are specified at 0.83 installation. Botts are installed both perpendicular of the tattle bads. and parallel -to -grain. C09Y1,9M 19%SIMPSON STRONG TIE COMPANY, INC 1SIMPSOIJ Floor IhoWing FLOOR -TO -FLOOR CLEAR SPAN TABLE MODEL NO. CLEAR SPAN I FASTENERS TOTAL) ALLOWABLE LOAD (133) MST37 18 20.16d 1905 16 22.16d 2100 MST48 MST60 18 1 32-16d 3135 16 34.16d 3330 18 46-16d 4785 16 1 48.16d 4990 MST72 18 56.16d 5600 16 1 56.16d 5800 18 14.10dx11/2 810 MST136 16 16.14dxiV2 930 MSTI48 18 26.10dx1'h 1545 18 28.10dx1'/2 1660 MSTi6D 18 38-10dx1'/2 2330 16 40-10dx1'/2 2455 MSTI72 18 50 tOdxt'/2 3085 16 152-lDdxl'/21 3190 Typical PS720 Installation 51 90 - d 6S6Z 8L9 LOV >lua40S 1 X..i.AOJL £I - £t 00-ZO-unp SINiPSgN rs 0 i g Over -notching problems? Piling Strap connects wood pilings to floor girders in elevated 1 structures. Hot -dipped galvanized for greater corrosion resistance. W Install Strap Ties where plates or soles are cut, at wail intersections, and as ridge ties and truss plates. LSTA and MSTA straps are engineered for use on 11/2" members. The 3" center -to -center nail spacing reduces the possibility of splitting. For the MST, this may be a problem on lumber narrower than 3 e; either till every nail hole with 1 Odx11/2" nails or fill every other nail We with 16d commons. Reduce the allowable load based on the size and quantity of fasteners used. r FINISH: HST-- Simpson gray paint; PS=HDG; all others —Galvanized. Some products o available in stainless steel or Z-MAX; see. Corrosion -Resistance, page 5. INSTALLATION: Use all specified fasteners. See General Notes. OPTIONS: • Special sizes can be made to order. See also HCST. 0. CODES: BOCA, ICBO, SBCCI Nos. NER-413 and NER-443, except MST72 and MST172; Dade County, FL No. 93-0828.7. City of L.A. Nos_ RR 25119, 2Si 49. O• fi 0 0, T • O Q O• MSTI Pilot holes on MSTI72 only 50 4 T A T \ 1 5 O MST 1 I FHA o , I T .3 U.S. Patent 111 i s 4,367,973 ST 2 l' U.S. Patent LSTA and MSTA4,367,973 ps m o i m I'- PS720 others similar) N 1=—W -1 f"W N N V7 1r) t) S2 ST2115 UU) ST9,12,18,22 Q- f 1 HST ds15 stfi 2t 3'' pod li FIs1 a /'2i Coprnghl 1994 SIMPSON STRONG -TIE COMPANY, INC. w SO'd 696Z SL9 LOV >IU04DS 7 Ra•Aa1 Zi =£1: 007ZO—uno Jun-02-00 13:12 Terry L Schenk 407 6.78 2959 P.04 lz) 1ri r j94? SBCCi Gha e.r }b 5ecte 160.& lnl i9 n Lands GtaII peas$ LeaAs 3 PLY 5A.RaoF 10 FSF 1•1 VG fwlkad #io us 20 psF T'© #-cal IL 30 1sp tom) Qcstq n svl P'i'1®hS EJ1ctoseA 5frue-to re 2• tl5e-a.11 'enA ZmKe,do. s. is, Roof Ghe&ihI neon-3,+ct ereA to be fleX bie r.. $ uil iq USA J-vr Pl,o 7. Stu KA4rd, t,:-jc,p'"v re - a. Roof lranosispe- trvso-e6 IV) ice_ s igm O n i._. oaAs. k6t e- /4.e6. 2A mea. ti Rvor /ono Mpg ttCFt`• 2D 22 Z CVC_ v_ , oN bux0r- alm, k 2 t .'s3 2 2.3 5 ---+r v6e g2,+ k 2Z 22.8 min Roor Halyh f = -2 lr+, De rgh Volvart y Fre-sure G t% ss V pt if pre.55 u a- 115e Ufa t- x V) fiet Opl,R Tres5lJre on Aver Remmers AW dF li" = Gros-5 Opfilrf I7eWj 1_041 l.0) W_Z2.¢) x l.4)] - j0 A 2f.4 1, + WO x 2 c - CDIJT(N ON lY 5E; r_ Z ) Vey I. VP-e.sso 1",-- X Jun-02-00 13:12 Terry L Schenk i Z Tj t- I- 407 678 2959 P.03 v-_ NO 1Je+ Op i iTt Press am Rorf Nit UeIf, V1 _ atbss Uplftt 3 tc PSF X 2 F+ Slc --%- 7-1 Ply t' vit).Max- "Ink -Et d2 0a _ oK Roof' r W " _ Q Zsp It I( of -•(agerrAAq x Oct o otE.c pl+t' 60. , 4 ay.,L yM ®,jt) t (y2A&-, Xa.e RQ c ) t X lx.Clfrejl' j,+XZ 4)Vrriy kts Qt 40blc tWss K 3+A tr' a i o" ' 9 = .3 4. WE H- f°f L Fob- tYvss tlpRfZ. Ata=tV^ 4 6„f_t enA,vse zsc tat`eh -h' kf bejt e< 4. j ' TV'gSes +di 5ce- )-aweir°-, 4cj::t' ro('#4 » s/feet ¢) (to 64111) Our,Pam x elf r,eyK z,7 i C -, Wadi #%a Srcrcin ZrmAX H x AULK sue," Kvat. press. x 1. -4 ; Za 1 Ho c z press vie, ra *rim. Ps$.3[ f t P •)j. z* r ss vre' & e eit a Kd of t(¢ to 11s 9 330` ia) 30 134# 7-W b azloo f I N O i C 7 7 2xa s 0 7 z Q S S YS Yg 4R R 1 FTI FT2 FT3 FT1 PLOOK FRAMING PLAN ilia WMa9 «xee[la/vvw slut tMtli ercMxLatl, nwcMnctl, dac9utl. •bpcMd Oe„tr ps la opdnW, sbeses, eri[aprs, aergers, slap dcpressians.Onier ums. Alta aN tdier reldeE items ari0 dW assume responLMlNla Pwr proper Mxaam, paremxM aW cpmnuN IMa to [mmanon) a ACES-32 Ver. 1 . 1»»======== [ 005632 ] ========««STRUCTURAL»»========= Customer ZEAL -TUCKER Thu Jun 1 08:25:43 2000 Project #: 5438 Truss ID Al Family # 201 Span 25-4 Quantity 2 Top Pitch : 2/12 B1d(7/22/1998). v1.1==========================___=======================__============ NOTES: 1 -Gable studs spaced at 24 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 -Continuous bearing provided alongg entire bottom chord 4 -Provide 1X4 plates at each end of gable stud unless otherwise noted SYMMETRIC PLATING TURNED ON) 3 1—@ 6-4 12-7-15 19-0 25-4 6-4 6-3-15 6—+4-1 6-4 3x4 5 9 8 7 6 3x6 6-4 12-7-15 19-8 25-4 6-4 6—`3-15 6-4-1 6-4 L. HL TO PK:25-8-3 LEFT HEIGHT:0-3-13 SPAN:25-4 RISE:4-6-7 RIGHT HEIGHT:4-6-7 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2X4 N0.2D 19 SP TOP 20 10 BOT CHORD:2X4 No.2D 19 SP BOTT 0 10 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 20 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L.(5+5) (SBC). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, SSBC, ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER JUN 12000 t 1824,q l Stocii Project Truss Descnpdon Qty By Run Time TJ1618 TUCKER FT3 3 SD 6-1-00 8:34:53 AM 2 4 3 7 9 12 14 1 3 6 8 10 11 TrimJoist Project Design System Geometric Data Span: 17'4.000" Trim(L): 0'0.000" Trim(R): 0'8.000" Depth: 16.00" Value Adjustment Factors Lumber/Plate Duration: 1.00 Repetitive Member: 1.15 Uniform Loading Spacing: 24.00" TC Live: 40 psf Dead: 10 psf BC Dead: 5 psf Maximum Axial Forces, CSIs & Deflections Def Dead 0.08 L/2591 Def Live 0.22 L/ 965 Def Total 0.30 L/ 703 P Top: 3377 Lbs C CSI=0.30 P Bottom: 3377 Lbs T CSI=0.73 P Webs: 1164 Lbs C CSI=0.37 Reactions (Min Brng Width) Total Node: 1 953.34 Lbs (1.50") Total Node: 23 953.33 Los (1.50") 20 22 24 i 21 23 . version 4.0 Design Considerations No Cantilever(s) have been considered No Concentrated Loads have been considered Product design conforms to NDS 1991 Plating conforms to SBCCI 09604 and ANSI/TPI-1995 (Truss Plate Institute) Deflections assume no composite action 13 13 16 18 1917 JUN 110 i t F ` 18,243 This design Is for an individual component only and is based on hdornix ion provided to TrtinToist Corporation by other parties: TrhnJotst Corporation disdahus any and an responsibRity for dmuages as a result of fadty, hroorrect, or incomplete hdorniadon, spedficadous, or designs suppled by other parties. The loads shown herein; and other design avuimptiorn, must be verined by the bandhig owner or his agent Trusses ate to be handled and erected in accordance with the "HI&91" docunrentw pobiluhnd by the Truss Plate Lwdtute (TP4 Contractor. prevent excessive loads during construction Al temporary and permanent bracing that may be requbed rust be specified and hutaBed by others Al Chord material is 2x4 #1SP grade or better. Al web material is2z4 t13SP grade or better. Any design caetderalio s marked "U:" were kwrted by the user of the TrhnJoist Project Design System, and not by TrinJoist Corporation. Any fispression, seal, or original stamp axed hereto by any Registered Engineer or Architect indicates this design was made under the oversight of said Engineer or Architect. Dews Copyright 0199--.1000 by TriusJoilt Corporado4 USA - A// Righh Reserved - Phone (800) 9444281 Stock- Project Truss Description Qty By Rua Time TJ1620 TUCKER FT2 4 1 SD 6-1-00 8:34:23 AM 2 4 5 7 9 11 13 15 16 18 20 22 24 26 1 3 6 8 10 12 14 17 19 21 23 25 TrimJoist Project Design System version 4.0 Geometric Data Design Considerations Span: 20'0.000" No Cantilever(s) have been considered Trim(L): 0'0.000" No Concentrated Loads have been considered Trim(R): 0'0.000" Product design conforms to NDS 1991 Depth: 16.00" Plating conforms to SBCCI 09604 and ANSI/TPI-1995 (Truss Plate Institute) Deflections assume no composite action Value Adjustment Factors Lumber/Plate Duration: 1.00 Repetitive Member: 1.15 Uniform Loading Spacing: 24.00" TC Live: 40 psf Dead: 10 psf BC Dead: 5 psf Maximum Axial Forces, CSIs & Deflections Def Dead 0.13 L/1830 Def Live 0.35 L/ 679 Def Total 0.48 L/ 495 P Top: 4507 Lbs C CSI=0.37 P Bottom: 4507 Lbs T CSI=0.57 P Webs; 1354 Lbs C CSI=0.41 Reactions (Min Brng Width) Total Node: 1 1099.96 Lbs (1.50'") Total Node: 25 1099.96 Lbs (1.50") JUN - ] 2000 18243 This design is for an individual component only and is based on information provided to TrhnTobt Corporation by other parries. TAaoht Corporation d)s';any silt) at A responsibinty for damages as a result of faulty, hworrect, or incompiete information, spectOcadons, or designs supplied by other partie&,:h a ivads sho* h,erehy and other design assumptions, smut be verified by the buiidhng owner or hi, agent Trusses are to be bandied and erected In accordance with the "IiE8 1 "'docmnerd is,pabd fled by' the Truss Plate Institute (TP4 Contractor must prevent excessive loads daring construction. All temporary and permanent, bracing that ay be required mast ue specified and instaaed by others AR Chord meteiei is 2z4 #1SP grade or better. A2 web nmtetial is 2x4 ##3SP grade or better. Any design coruiderstlons marked "U:" were huefted by the user of the TrfinJoist Project Design System, and not by TrimJoist Corporation. Any impression, seal, or original stamp affixed hereto by any Registered Engineer or Architect indicates this design was made under the oversight of said Engineer or Architect Design Copyrigbt 0199-5 1000 by TrimJoist Corporzdoq USA - AURights Reserved - Pbone (800) $44-8291 a Stock Project Truss Description Qty By Run Time TJ1624 TUCKER FT1 7 SD 6-1-00 8:31:00 AM 2 4 3 7 9 11 13 15 17 18 20 22 24 26 28 30 TrimJoist Project Design System Geometric Data Span: 2410.000" Trim(L): 0'0.000" Trim(R): 0'0.000" Depth: 16.00" Value Adjustment Factors Lumber/Plate Duration: 1.00 Repetitive Member: 1.15 Uniform Loading Spacing: 24.00" TC Live: 40 psf Dead: 10 psf BC Dead: 5 psf Maximum Axial Forces, CSIs & Deflections Def Dead 0.26 L/1092 Def Live 0.71 L/ 407 Def Total 0.97 L/ 297 P Top: 6503 Lbs C CSI=0.62 P Bottom: 6503 Lbs T CSI=0.82 P Webs: 1639 Lbs C CSI=0.52 Reactions (Min Brng Width) Total Node: 1 1319.93 Lbs (1.50") Total Node: 29 1319.88 Lbs (1.50") 19 version 4.0 Design Considerations No Cantilever(s) have been considered y No Concentrated Loads have been considered Product design conforms to NDS 1991 Plating conforms to SBCCI 09604 and ANSI/TPI-1995 (Truss Plate Institute) Deflections assume no composite action JUN 12000 82.43 Ibis design is for an individual component only and is based on hnfor m tion provided to TdmT Corporation by other partim Ti§n,ioist Corporaticd dbc &1ti 6 any and aR responsibility for damages as a result of faulty, Incorrect, or incomplete Information, specifications, or designs supplied by other patties. The bads shown herein„and other design nownpd nns, must be verified by the bulidbg owner or his agent. Trusses are to be handled and erected In accordance with the "110-91" docametii as pdbllatted by the Truss Plate Institute (TPI} Contractor must prevent excessive loads during construction. All temporary and permmment bracing that may be required must be specified and ink by others. All Chord materiel is 2z4 #1SF grade or better. Al web material is 2A OSP grade or better. Any design considerations merited "U:" were inserted by the user of the TrimJobt Project Design System, and not by Trimloist Corporation. Any Impression, seal. or original stamp afHzed hereto by any Registered Engineer or Architect hrdicstes this design was made under the oversight of said Engineer or Architect Design Copyright C IY95-1000 by TrYmrolst Corporsdoq USA - AH Rights Reserved - Phone (800) 3W 281 ACES-32 Ver. 1.1>>>>_=======[ 005631 ]========<< <<STRUCTURAL>> >>========= Customer ZEAL -TUCKER Thu Jun 1 08:25:41 2000 Project #: 5438 Truss ID : A Family # 201 Span 25-4 Quantity : 14 Top Pitch : 2/12 Brd(7/22/1998).v1. FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2=-4263 6-7= 1448 2-9= 123 1=-1074 8.00 2-3=-2936 7-8= 2896 2-8--1319 6=-994 8.00 3-4=-1468 8-9= 4196 3-8= 348 4-5= 0 9-1= 4196 3-7=-1527 5-6=-186 4-7= 612 4-6=-1630 PROVIDE FOR 782.LBS UPLIFT AT JOINT 1 (0.73) PROVIDE FOR 754 LBS UPLIFT AT JOINT 6 (0.76) PROVIDE FOR 330 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS(X=LEFT,Y=TOP):[j3=3,3].(SYMMETRIC PLATING TURNED ON) 1 ;0 6-4 , 12-7-15 , 19-0 , 25-4 , r--r 6-4 6-3-15 6-4-1 6-4 4 3x4 2x4 5 9 8 7 6 2x4 3x4 3x4 3x6 4x6 SPL. 6-4 12-7-15 19-0 25-4 6-4 6-3-15 6-4-1 6-4 L. HL TO PK:25-8-3 LEFT`HEIGHT:0-3-13 SPAN:25-4 RISE:4-6-7 RIGHT HEIGHT:4-6-7 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP, 1-2=0.915 TOP CHORD:2X4 No.2D 19 SP TOP 20 10 BOTT 8-9=0.892 BOT.CHORD:2X4 No.21D 19 SP BOTT 0 10 LL.DEFL.@9=0.30 < L/360 WEBS :2X14 N0.3 19 SP STR.INC.: LUMB = 1.25 PLATE = 1.2.5 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 WEB 3-7: 4-6 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T-brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o. TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 20 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L.(5+5) (SBC). f PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT; SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN $PECS. SSBC Al4S>I,/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT,,BLDG ARCHITFCT,QR ENGINEER. 1' J-MASTER(c) * 02-15-2000 RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION BASED ON A.C.C'.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) Project name Two Story Apartment I Prepaired by: Address 115 N Laurel Ave I Southern Energy Eval Ser City/State Sanford 1 122 East Minnesota Ave. Owner John Tucker I Orange City, Fl 32763 Builder 1-800-329-SEES (7337) HVAC contr. 1 11--'AX:1-800-639-SEES(7337) Cond Fir Area = 1392;Total Glass Area = 48 1 Zone Faces: West Conditioned Floor Area to Total Glass Area Ratio = 3.4% USA Climatic Conditions & Design Conditions Geographical Location I Sanford, FLORIDA North Latitude / Elevation 1 26 Deg. 1A Ft.Above Sea Level Outdoor Winter Dry Bulb 1 38 Deg.F Indoor Winter Dry Bulb 1 74 Dea.F Winter Temp. tiff. (wTd) 136 Deg.F Outdoor Summer Dry Bulb 193 Deg.F Outdoor Summer Wet Bulb 1 76 Deg.F Outdoor: Summer Hum. Ratio Gr/Lb ( 37 Indoor Summer Relaltive Hum. 1 50 $ Indoor Sumrier Design Gr/ Lb. 1 44 Indoor Summer Dry Bulb 1 75 Deg.F Summer Temp.Diff.(sTd) 1 18 Deg.F Summer Daily Range 1 17 Deg.F (Medium' Deviation) HEATING SUMMARY * 0215001.MAX * COOLING SUMMARY SUBTOTAL = 22937.75 I STRUCTURE SENSIBLE = 9762.36 I OCCUPANT/APPLIANCE + 3020.00 1 SUBTOTAL SENSIBLE = 12782.36 DUCT LOSS + 1146.88 1 DUCT GAIN + 1278.24 TOTAL LOSS = 24084.63 1 TOTAL SENSIBLE = 14060.60 MECH.VENT- 100 Cfm + 3960.00 1 M1ECH.VENT- 100 Cfm + 1980.00 1 TEMP.SWING.@ 3'/95o x 1.90 EQUIPMENT LOSS = 28044.63 1 EQUIPMENT SENSIBLE = 16040.60 I------------------------------------- TOTAL LATENT + 6102.93 1------------------------------------- SENSIBLE + LATENT = 22143.53 20% OVERSIZE FACTOR + 5608.93 1 2096 SENS.OVRSZE FTR 3208.12 ACTUAL+20% OVERSIZE = 33653.56 1 SENS. + 20% OVERSIZE = 1-9248.72 EQUIPMENT SELECTION EQT. MANUF _ SENSIBLE CLG (BTUH) CU MOD r# LATENT CLG (BTUH) AHU MOD # TOTAL CLG (BTTH) HTG INPUT (BTUH) TONAGE HTG OUTPUT (BTUH) (S)EER HTG;'CFM (BTUH) CLG CFM AFUE/HSPF _ TYPE AIR FLOW FACTORS * ------ ----- - HTG FACTOR = .0257202 BTUH per CFM CLG FACTOR = .0514401 BTUH per CFM STRUCTURE DESIGN CFM= 825.1 SENSIBLE HEAT RATIO = 7596 Calculation Procedures A,B,C,D I I Procedure A Winter Infiltration HTM I 11. Winter Infiltration CFM I Envelope Evaluation # 3 Better) 7 Air I Changes per hour x 25056 Cubic ft. x_ .0167 292.90 CFM I 1 2. Winter Infiltration Btuh I I 1.1 x I 292.9 CFM x 36 Degrees Winter TD 11599.02 Btuh 13. Winter Infiltration HTM i 1 1 11599.02 I Btuh / 90 Sq.Ft of total Glass & Door areas 128.88 HTM I I I I--------------------------------- Procedure B Summer Infiltration HTM I 11. Summer Infiltration CFM Envelope Evaluation 4 3 Better) 1 .35 Air Ii Changes per hour x 25056 Cubic ft. x .0167 146.45 CFM 1 2. Sumner Infiltration Btuh 1 I 1.1 x I 146.4S CFM x 18 Degrees Summer TD 2699.76 Btuh 1 3. Summer Infiltration HTM I 1 1 2899.76 I Btuh / 90 Sq.Ft. of total Glass & Door areas 32.22 HTM 1: I I Procedure C Latent Infiltration Gain I 1 0.68 x 44 grains difference @ 50% RH x 146.45 CFM = 4381.78 Btuh I I I Procedure D Equipment Sizing 11. Sensible Sizing Loads I I I Sensible Ventilation Load 1.1 x 100 Vent CFM x 18 Degree Summer TD = 1980.00 Btuh I I Sensible Load for Structure + 9762.36 Btuh I I Sum of Ventilation & Structure Loads = 11742.36 Btuh I I Rating & Temperature Swing Multiplier x 1.00 RSM I I Equipment Sizing Load - Sensible = 11742.36 Btuh I I 1 1 2. Latent Sizing Load I I I Latent Ventilation Load 1 1 0.68 x 100 Vent CFM x 44 Grains difference = 2992.00 Btuh I I Internal Loads = 230 Btuh x 4 people + 920.00 Btuh I I Infiltration Load from Procedure C + 4381.78 Btuh I I Equipment Sizing Load - Latent - 8293.78 Btuh I I M I I I S.C.= Single D.C.= Double I T.C.= Triple I Shdg= Shading I Sc = Shading Abbreveations Glass/Windows Clear ; S.T. = Single Tint S.R. Clear ; D.T. = Double Tint D.R. Clear ; T.T. = Triple Tint T.R. Ovhg = Overhang ; Btm = Bottom Coefficient I * Inside Shading N.S.= No shades D/B = Drapes or Blinds; I x Other * IWhtm = Winter Heat Transfer Multiplier; Infiltration #'s: l..Sub Standard/Poor; I I I Single Reflective Double Reflective I Triple Reflective I Hgt = Height I I R.S. = Roller Shades I I Shtm = Summer Heat Transfer Multiplierl 2..Standard; 3..Better; 4..Excellent I I I IRm #1 Room Name First Floor Room Square Footage I 696.00 1 Room Deminsion 29x24 I I IGlass Type I Shdg OvF.g Botm Hgt Sc Area Loss/Btuh Gain/Btuh I IW-No Shd Line S.C. I------------------------------------------------------------------------------1 R.S. 1.0 16.0 4.0 1.0 12.00 498.96 796.80 I IS -No Shd Line S.C. R.S. 1.0 16.0 4.0 1.0 12.00 498.96 700.80 Componet Description, R-value Area Loss Gain 1-------------------------------------------------------------------------- IN/W C.B. - Int Insul-Ext. 4.2 453.00 2348.35 915.06 1 IConcrete w/Brick-Ext. 4.2 477.00 2472.77 963.54 1 Solid Core/Wood-Ext. 0 42.00 483.64 205.8`0 ISlab on Grade 0 Lin.Ft. 106.00 3090.96 000.00 1 IGlass/Door Infil. Whtm/64.44 Shtm/16.11 x 66 4253.04 1063.26 1 IApplian_ce Gain 000.00 1210.00 1 Duct Loss/Gain 682.34 585.53 I Total Room Loss/Gain 14329.22 6440.79 1 Interpolated CFM = i 351.35 Supply Htg/Clg CFM = 368.60 331.30 I I IRm #I Room Name Second Floor Room Square Footage I 696.00 1 1 2 1 Room Deminsion 29x24 I IGlass Type I------------------------------------------------------------------------------ Shdg OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh I IW-No Shd Line S.C. R.S. 1.0 6.0 4.0 1.0 12.00 498.96 796.80 I I---------.--------------------------------------------------- IS-All Shaded S.C. 1------------------------------------------------------------------------------I R.S. 1.0 6.0 4.0 1.0 12.00 498.96 280.80 I Componet Description I------------------------------------------------------------------------------I R-value Area Loss Gain I IN/W C.B. - Int Insul-Ext. 4.2 453.00 2348.35 915.06 IConcrete w/Brick-Ext. 4.2 594.00 3079.30 1199.88 I Under Attic 19 696.00 1318.74 1537.92 1 IGlass/Door Infil. Whtm/64.44 Shtm/16.11 x 24 1546.56 386.64 1 Occupant Gain 000.00 1200.00 1 Appliance Gain 000.00 610.00 1 Duct Loss/.Gain 464.54 692.71 1 ITotal Room Loss/Gain 9755.41 7619.81 1 Interpolated CF'M = 353.6 Supply Htg/Clg CFM = 250.90 392.00 1 l.rE'ff Y t pS : a i f d TL t CC 11, >t,: Y FEE E ' lr4 v R,.rl it .i°t 1,; N k. Pl,4.,°1,67: r•. li # lik.: t t,i ki„'.l i t,# 1.1 . 'Ptit`d>l;-,, Pt i..{.. § f,k4 Ft v>,!{trl; et IM9 d. 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J ". y Y 9;ki'sat•' 9.1 Iy r a dG' 2 YREQUIRE, r7M- l l k f4fl a r M i '_ t r ,•,r s r t ti d ' I E t b`, LAN, .1"k" k k '.l' r.ir {i+ N{aUtan 6 yF' F ,.M ] sTyp i Ar. *:.d-"' Ol dD.. -, k't ra. . ,W217$ ; 40P s r P4 t +, '•w°:py t ; SHOULD , 1 ;; 4 " „ k . T a • ' a Mfg kP f s... { i' n, ,t. " .. P 1 't,oli,s'ac, ,..,5{C. lf.. l.,b ,f,;tr ;1 i`.E 71.i/(tikk,:ga ., t,. e''' " ti°• !"`a" .f a`N{r^ i' 4r M r qq pp 0•yr 1 r T BY M yy Y 1 k (i 3st i k 3R`>F k, 0( }' i i 1l tr i q ,* t # p, a{ k i is ; y, t 4 it ;1'iu 0: ` MONEY 1k;, (' S I M1 iltt F f•{' 13 r,, iF 1 r",'a .°¢pp:e`` t c / ddj jA *{ 4 p jpd@. k a. i S.'F,.. f I 7 t tJ t'14" T H ill a it1 ? .: t! k k 1" , 6 t, s d a S a.s".:. r.,.l a' t J i ll. a r 11.,.., . , 4r, J A r1. .1. 1W4i ..! F .i vl f r ,. t. . ,. 9 r.. ,k,,.,1 9 f ; D IF 04 7 k k KNOW* kj Rg §^ a{ e, tab-e d[{S' t1 ' q{" nr. Y,_ yy) { t n. . l,i'r '.(V.. t- n,c..d,.,.R,. .' ^k .l, di-4'i,i'I .}o. ..1 4¢. ,,,Y klt.. 4W1 " .,+6 i_: i, i & i"i :l. rvi ... la, r ., i p w cut a;.sQir,<UL f F :u N f r tNERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.9 The higher the score, the more efficient the home. John Tucker, 115 N Laurel Ave, Sanford, FI, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 2 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft') 1392 ft' c. N/A 7. Glass area & type a. Clear - single pane 48.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump c. Tint/other SC/SHGC - single pane 0.0 ft' _ d. Tint/other SC/SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 106.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=4.2, 906.0 ft' _ b. Face Brick, Block, Exterior R=4.2, 1071.0 ft' _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 696.0 ft' _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Con. Ali: Interior Sup. R=6.0, 40.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I.certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 24.0 kBtu/hr _ SEER: 10.00 Cap: 23.0 kBtu/hr _ HSPF: 6.80 Cap: 50.0 gallons _ EF: 0.89 _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar mdesignation), your home may qualify for energy eff ciency mortgage (EFM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407,1638-1492 or seethe Energy Gauge web site at www.fsec.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. I CITY OF SANFORD, FLORIDA y. APPLICATION FOR BUILDING PERMITPERMITADDRESS4WAL!`lk_'EL AVE. PERMIT NUMBER Total Contract Price of` Job i+®l000 Total Sq. Ft. 1 Describe Work `_ti&= L2%M,4 (r A 1Mr=A)T w T4T1J EX 1-STTA-r- S"-'J-%AC 1 _ Type of Construction FIX AM E Flood Prone (YES) (NO) Number of Stories Number of Dwellings % Zoning a, Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please TAX I.D. NUMBER -310 A, OWNER MA*W(rA9 -T -p k Y, ER• ADDRESS' `tC ` ( x 3 CITY Gi} TITLE HOLDER (IF OTHER THAN OWNER) q ADDRESS CITY BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS CITY MORTGAGE .LENDERe ADDRESS l attach printout from Seminole Colinty) n -I- A -I C,[`1 B 3 PHONE NUM/R STATE Z STATE ZIP STATE ZIP STATE ZIP .. CITY STATE ZIP t{ o CONTRACTOR ZEAL COAST1040-=o'..) . PHONE NUMBER- (C) U43 ADDRESS AFL- ST. LICENSE NUMBER C:C7C_61111%52 CITY _bF-L1-0tjA STA E F(,. ZIP 1:5 Application is hereby made to obt/aemit'to do the work and installations as indicated. I certify that no worktallaton has commenced prior to°the issuance of a permit and that all work wilformed to meet standards of all laws regulating construction in this jurisdictionrstand that a separate permit must be secured for ELECTRICAL,` PLUMBING, MECHANIS, POOLS, ETC. OWNER'S AFFIDAVIT: I-certify,thatforegoing information is accurate and that all. work will be done in complianll applicable laws regulating Construction and zoning. A COPY OF THE RECORDF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO L TER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOT CE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPER Y. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATT/ mae RE.RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition tuirements of this permit, there may be additional restrictions applicabs property that may be found in the public records of this county, and theradditional permits required from other governmental entities such as wateent districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT ICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FIEN LAW, FS713. y ro z m Q 4 m m a I o N Sign ure of Owner/Agent & Date Signature of C nt cto.r & Date ro w 1< m c z Ty e or rint Owner/Agent Name T or Print Contra tor's Name d d 0 , E ro w Signature of Notalry & Date Signature of Notary Date 0 (Official S L rr tKATHLEEN FERN ARLENE K. RUMBLEY M" COMMISSION # CC 830757 MY COMMISSION* CC 821908 0 JEXPIRES: April 27, 2003 EXPIRES: Jun 26, 2003 Bonded 7hru Notary Public Underwriters 1 8003-NOTARY Fla. Notary Service 8 Bonding Co. ro n r a 3 ° G o Application Approved BY: ,%, 2 Date: - h COCA h M x Q FEES: Building Radon Police Fire m z >, — Q H Open Space Road Impact Application ro w o PERMIT VALIDATION: CHECK CASH DATE BY t7 ZR' ORIGINAL (BUILDING) YELLOW (CUSTOMER): PINK (COUNTY TAX OFFICE.) GOLD (CO. ADMIN) THIS APPLICATION USED FOR WORK .VALUED. $2500..00 OR MORE Ai S CITY . OF "'SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT" PERMIT ADDRESS C w ,. AVEPERMIT NUMBER Total Contract Price of Job .0 Total Sq. Ft. Describe Work '_t11-Z11Y:e.4(r AtARTWi 4 U' T471.' EXT ST I A6' :i!'P,4c.TAAV t Type of Construction Flood Prone (YESV (NO) Number of Stories t Number of Dwellings Zoning Occupancy: Residential Commercial industrial LEGAL DESCRIPTION (please attach,printout from Seminole County) TAX I.D. NUMBER. OWNER.i's"+i.5" ADDRESS 10 'My 345 CITY C1• ixT.S'imA TITLE HOLDER (IF OTHER THAN OWNER-) pl ADDRESS CITY STATE PHONE NUMB R ' 07- CS i 1* ZIP _ 3 jt• d` T ZIP BONDING COMPANY NIA ADDRESS CITY STATE ZIP ARCHITECT A11A ADDRESS} CITY STATE /j ZIP MORTGAGE LENDER HIA rw ADDRESS CITY STATE f. ZIP r; aa CONTRACTOR{;, 1("Cp=C"{ t PHONE NUMBER pCi'-NCl ADDRESS S CY r4'3.i. :'m,V ! f., ST. LICENSE NUMBER C_GC 111 %151 CITY - M LT0eJ A STATE .. ZIP S ° Application is hereby made to obtain a per, emit to do the work, and ,installations as, indicated. I cert-fy =that no` wdrk.or _msta3-latio'n ,has ~=comme'nced' _prior to t'he• `is`suance of a permit and that all work will be performed to meet standards of.all laws regulating;• construction:; in this jurisdiction. I , nderstand that a separate permit must be.secured for ELECTRICAL, PLUMBING, MECHANICAL,/SIGNS, POOLS, ETC. OWNER' S AFFIDAVIT: I certify that all the foregoing information is accurate and that ail work will be done',in compliance/with all applicable laws regulating construction and zoning. A'COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED' ON THE JOB SITE WITH PERMITS NO LATER THAN.SEVEN (7)'DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE 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 PER MIT.IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF. THE REQUIREMENTS OF FLORIDA LIEN LAW,.FS713. iey , r z. A9 j, o . Signature of /Owner/Agent & Date Signature of Contractor & Date o A o Type or Print Owner/Agent Name Typ.e.,or-•Print Contractor's Name t7 w b DD sT , r t 4.% r"1"ti_ e/"4""i ' +'4.h" }y.<'2rw.....-:._.,-°!j;"`'..+1`.t"s,..... E ny w < Signature,of Notary-& Date Signature'of Notary &'DDate o ( Official Seal) - (Official Seal) ;r* KATHLEEN FERN m O MY COMMISSlON # CC 830757}' ? arftEXPIRES:APri127,2003 ARLENE K. RUMBLEY ro 17 PF,f4 bonded Thru Notary public Underwriters CL3Jj MY COMMISSION # CC 821908 O ' forn4 QEXPO ES: Jun 26 2003 a Application Approved. BY: 'iwe oavoraa FiD6er;cFarxi.ngco rt z >4,n FEES: Building Radon o ice's Fire tH Open Space Road Impact Application ¢ row r+ o o PERMIT VALIDATION: CHECK r CASH DATE BY o- zw N ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTYTAXOFFICE) GOLD (CO. ADMIN) THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE STATE CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS >5 A, 84 + , L AVE PERMIT NUMBER Total Contract Price of Job ( j Total Sq. Ft. • 115 Describe Work -"s'u-V i-4 A A I","Ak.r4 T U"ik' 4_L14 Type of Construction P, ,A AAV Flood Prone (YES),:,(NO) Number of Stories Number of Dwellings Zoning ,;y`•m Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION TAX I.D. NUMBER OWNER /k-A ,(-r A11, Si lease attach printout from Seminole Co PHONE NUMBER w a~ ADDRESS_. CITY C 14 1\ I S .1 ivk A,S STATE ZIP TITLE HOLDER (IF OTHER' THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS^ CITYxs rr1,r i STATE STATE- pd, STATE STATE ZIP ZIP ZIP ZIP CONTRACTOR y " A j;, PHONE NUMBER &^ ` (( - ADDRESS M IAC«',eAaL, ; ;;3 `,;`' ST. LICENSE NUMBER CITY "i", L.`I Oj, A STATE f' i, ZIP Application is hereby made to obtain a permit ,to do the work and installations -as I Z ,, , ,, indicated. I---certify--that now wor-k--or---nstalia-tion has- ptocommencthe~' ssua°nce -~-- 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, PLUMBING, MECHANICAL,SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done -in compliance;°•with all applicable laws regulating construction and zoning. A COPY OF THE RECORDEDCOPYOF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE 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 PERMIT IS ViRIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. O " H Signaofure of , Owner/Agent & Date Signature of Contra"cto.r & Date o a 1< Type or Print Owner/Agent Name Type,or Print Contractor's Name d x O y O ( D o ,.. ro 1, 4 wSignatureof Notary & Date, Signature of Notary & Date x o iciall Seal) . t°T'' ti'""• KATHLEEN FERN ARLENE K. RUMBLEY r MY COMMISSION # CC 830757 'a . Q MY COMMISSION # CC 821908 ,^ EXPIRES: April27, 2009 fcrr 4`' EXPIRES. Jun 26, 2003 x1 H .. - . Bonded Thru Notary Public undewMta 1-800-3-NOTARY Fla. Notary Service & Bonding Co. ray a 3 0 o E x ro o Z > 1 . H H U) H rd w C O 4 o a U) (u o W a Z w H Application Approved BY: _ r r - Date: ',-• FEES: Building Radon Police Fire Open Space Road Impact Application BY ORIGINAL (BUILDING) YELLOW ( CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE PERMIT VALIDATION: CHECK CASH DATE a G n rt Da CITY OF SANFORD., BUILDING DEPARTMENT OWNER/BUILDER AFFIDAVIT State law requires construction to be done by license contractors. You have applied fora permit under an exemption to that law. The exemption allows you, as the owner of your property to act as your own contractor even though you do not have a license. You must supervise 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 at a cost $25,000 or a Tess. THE 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 built yourself within 1 year after the construction is completed, 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 contractor. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make sure that people employedby you have licenses required by state law and by county or municipality licensing ordinances. For your information, the Owner/Builder becomes liable and responsible,for the, employees he/ she hires to assist in the construction project. This responsibility may include the following where required by law: A. Workers. compensation (for workers injured on the job) B. Social Security Tax (must be deducted from the employee's wages and ; matched with the owner's fund) C. Unemployment Compensation (may or may not be required) D. Liability Coverage E. Federal Withholding Tax I acknowledge that as an Owner/Builder, I 30Ft4 ti _ UlG Kk , am obligated to actually, physically, build the structure, or do the work which I have permitted. I understand that if,I am. not nhvsically doing the work or Dhvsieallv'supervisin2 free'labor from friends or relative, that I must hire licensed contractors, i.e, electrician, Plumber, mechanical ( heating_and air-conditioning) etc, -I further understand that-. the violatfan of not physically doing the work, and the use of unlicensed contractors at the construction site, will cause the project to be shut down by the Inspector of the City of Sanford` Build'ng Department. Additional State Statute allows for penalties up to $1,000 and up to t year in understand that if I'hire subcontractors under a contract price that they must be licensed to work in the City of Sanford i.e. masonry, drywall, carpentry, etc All contractors licensed by the City of Sanford have worker's compensation and liability coverage and are registered with the State of Florida. I have hired , a Contractor to do work for me under my permit. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise do all work allowed by law on the permitted structure. Property Owner Address. 115 n)o >r u T^ L A 1) S Permit, Address 115 A). tti1E. Telephone 407- 311, 1135 Drivers License No: T1(o0-`EU-S5 Other Identification aI- U I hereby acknowled a that I read and 'understood the boy on i _ day of 3 u J, IF— Op, 11'er/Bullder Signature 489- Part II only exempts from licensing and owner doing or supervising any electrical work on a one or two family residence. Commercial work requires a licensed contractor. SEMINOLE COUNTY TAX COLLECTOR Friday 06/02/2000 Tax Bill 0039771999 Real Estate Detail = Property Address Access Parcel/Mailing Name & Address Status Legal Description 25--19--30--5AG-0207--0030 PPff 0020206 PAID LEG .NW 1/4 BLK 2 TR 7 r W 6 IN TUCKER JOHN A & PAMELA R OF ALLEY ADJ ON E TOWN OF SANFORD 115 N LAUREL AVE PB 1 PG 61 SANFORD FL 32771 1221 Tax Information Property Values Other Information Ad Valorem 2,39B..58 Market Value 109,380 Tax Dist S3 Non —Ad Valorem 0.00 Assessed Value 109,380 Mortgage Tax Bill 2,398.58 Exemptions E & I Interest 0.00 Exempt Value 0 Bankruptr..y# Commission 0.00 Taxable Value 109,380 Date Filed Advertising 0.00 Date Lifted Tax Paid. 2,302.64 Sales Info SU WD 0199 03798 0045 100 1 Receipt ff Hl.1./30/99PO271.72 Property Addr 1.05 N LAUREL.. AVE Amount Due If Paid By Special Information November 30 2,302.64 December 31 2,326.62 January 31 2,350.61 February 29 2,374.59 March 31 2,398.58 May 23 Not Applicable Next Prev Break Dup E&Is Ex History Legal. Mrtg Pay Rekey' Quit. E CITY OF SANFORD AGENDA MEMORANDUM I DATE February 18, 1999 ITEM NO. 2 APPLICANT: John Tucker Conditional°Use request to establish an Accessory Dwelling Unit at 115 N. Laurel Avenue located in SC-3 Special Commercial Zoning District. DEPARTMENT: Engineering and PlaftiA AUTHORIZED BY: Jay Marder EXT: 5670 MOTION/RECOMMENDATION: Recommend Approval of Request to establish Accessory Dwelling Unit at 115 N. Laurel Avenue based on consistency with the downtown mixed use concept and similar uses E established in the SC-3 zoning district. i BACKGROUND: 1) Applicant requests Conditional Use approval to establish an owner -occupied accessory dwelling unit at 115 N. Laurel Avenue in an SC-3, Special Commercial Zoning District. 2) Site is currently operated as a feed business, Tucker's Farm and Garden, Center. Applicant requests approval to modify warehouse to include an owner -occupied apartment. No external modifications are proposed. Ample parking appears to be available on site. 3) The City and the Planning and Zoning Commission has permitted additional,dwellings units to be established in the SC-3, Special Commercial Zoning of Downtown Sanford in order to encourage "mixed -use" activities and redevelopment of the area. Similar uses established in the downtown area and previously approved by the Planning and Zoning Commission include 118 S. Sanford Avenue (Duggar's General Store) and the Touchton's Building on First Street. 4) All adjacent properties include commercial and manufacturing uses. 5) 24 hour presence can positively impact the downtown.area by providing "eyes on the street." Regular X Consent Work Session- Briefing Reviewed by: CM CA Deputy CM' Finance Dir. _ Other . DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Project Name: Ay 9RT/`, 7 ,97 %vetic'/; l!n s 7 Date: Owner/Contact Person: Phone: Address: /lS. IV, L.9vPfL vc Type of Development: 1) RESIDENTIAL Type of Units (single family or Multi -family): j Total Number of Units: % (G'0 1 c'), Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4" 1 2 etc.): Fi`._( _, g REMARKS: ! 2) NON-RESIDENTIAL Type of Uriits (commercial, industrial, etc.): s . Total Number of Buildings: Number of Fixture Units each building): 1 Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4" 1 2", etc.) REMARKS: CONNECTION FEE CALCULATION: REVISED a g7 4 NOVICE OF COMMENCEMENT State of Florida County of Seminole Permit No_ Tax Folio No. (PID) - V°) - 30-•- 5A6_,.0107-0030 The undersigned hereby Qives notice that improvement will be made to certain real property, and in accordance with Chapter 713, FIorida Statutes, the following information is provided in this Notice of Commencement. r- DESCRIPTION OF PROPERTY (Legal description of the property and street address) E(,. A)w "/"f ULK 1 19 7 1- 1,J Q) iAc iES GF A LL E ,f .DT 0E --- To W1/J G s A aFaRD _ vS - L A'A R . AIJE, T '- St' R ET h i>ESS - 11 S A) LA AAI EL ANE, tJI GENERAL DESCRIPTION OF IMPROVEMENT ' A ^0 AA W-I 1 tt A).S A)E X S I is (- 5 1 Tk c'T R OWNER INFORVLATION Name and address -AAAIk(,ARE;i T UC1<ER 1.0. Cx 3 5 _S-( =7 , Interest in property (Fee Simple, Partnership, etc.) FEE 5TnLE '- C7.1CD rtar-- NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER -(IF OTBER THAN OIVNER) — w CERTIFIED COPY ,.. t MAPYANNE MORSE ULERK OF CIRCUIT COURT SEMINOLE COUNTY, FLORIDA; CT N; and address' T 999 SURETY ( Bonding Company) 1'HIS INSiRUME[JT rKEPAkED By' Name and address, JA) Amount of Bond 4 , LENDER . 9 Name and address IJI A Persons within the State of Florida designated by Owner upon whom notice or other documents mayserved as prmyid by Section 713. 13(1)(a)7_, Florida Statutes: C Name and address o j c) o n CD iInaddition to himself, Owner designates of to receive a copy of the Lienor's Notice as E provided, inSection 7 13. 13(1)(b),Florida Statutes: Expiration Date of Notice of Commencement The expiration date is 1 year from date of recording unless a different date is specified,) 01 Sigma e of Owner f,., I,]/ %; h `- %tf_ .J. r x0l =, ,lossA Soto r Sworn to and subscribed before me this Day of o 19 .. #MY owwUlan coomm Or e*0 May 8, 001 My Commission Expires: 0 / Notal Public The foregoing instrument was acknowledged before, me this day of JC37 0 e 19 by G (name of person acknowledged), who is`personally known to me or o has produced f 0 TKO SG/ 32 "/ (type of identification) as identification and who did / did not take an oath> ll CITY OF SANFOR-D PLANS REVIEWED PROJECT We"' F,, PLALM REVIEWED BYBOB BOTT B00000848 WT-2- REVI-EWER PERSON NOTIFIED. DATE: CALLED- PHONE FA D FAX NO ONE NOTLFED (explaination) DATE RESPONSE R-ECEIVED. ADDRESS A vc__ CONTRACTOR 2 -,--al % —a,,- OWNER JOANN JOHNSON - 115 N. Laurel Ave Tuckers Feed Page 1 From: ROBERT BEALL To: JOANN JOHNSON Date: 3/7/01 4:20PM Subject: 115 N. Laurel Ave. - Tuckers Feed You have declined C.O. for this location because of the trailer on the site, could you please, if you have not already check the site so 1 may release the C.O. Thank you, Jo -Ann Dear Jo -Ann, I have been by the site and found that the trailer has been removed. The site is O.K. for C.O. Thank You RBeall Inspector REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION ADDITION TO A COMMERCIAL BUILDING**** DATE (C1 - 01 ro r PERMIT # ADDRESS PROJECT T c hers Fe.e C CONTRACTOR App' d, Eivrr)c f) i L,6rnM 9C/A I The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering FIRE Public Works ZONING Utilities iF f REQUEST FOR FINAL INSPECTION Inspector App'd CERTIFICATE OF OCCUPANCY/COMPLETION ADDITION TO A COMMERCIAL BUILDING**** DATE a-lC1 -0I I Ur PERMIT # 00 _ 19I ADDRESS ` I 1 S N - .(-- PROJECT Fee 0 S ri CONTRACTOR nC c lNM I s+6,s4l The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering FIRE Public Works 0-'` f ZONING Utilities Conditions: (to beHmpleted only if approval is conditional u / MIN i f 6 a i i E f i r I i Inspector App'd I REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION ADDITION TO A COMMERCIAL BUILDING"" DATE c , -L 1 -C) I tj% LIJ inC Unt C M 1161 esfi'6 PERMIT # ADDRESS- PROJECT `- LKP1S Fe.e d S-rC- CONTRACTOR ' -FDIC,V The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering FIRE Public Works ZONING Utilities Conditions: (to be completed only if approval is conditional) C. Reque Utility Inspe-rm's Fin t SFDI:I' Clearance -Water ---------- ---------- c f I'D Clearance - Sewer -- ---------------- City ..,_(vices Easements ---------- ---------- V ntp-nonce Bond 00% 1yrY---------------1A5 --- -------- rt ' —- — — — — — — — — — i. — r ^'fR(t'P'lfisr 4 ...... . .,_...:.. 7.r.. Inspectorp App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION ADDITION TO A COMMERCIAL BUILDING*""* Inspector App'd i REQUEST FOR FINAL INSPECTION I CERTIFICATE OF OCCUPANCY/COMPLETION ADDITION TO A COMMERCIAL BUILDING"" DATE—,;(C1 -D ror L'Vi6c un( CLm Al 9(-Af PERMIT # V0 1 ADDRESS ` I S N _ LS I Ru-.e- PROJECT d S-DYe. CONTRACTOR The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering FIRE Public Works ZONING Utilities Conditions: ( to be completed only if approval is conditional) I G I Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION ADDITION TO A COMMERCIAL BUILDING**** DATE , l q - 0 I C % PERMIT#yo_; 99I ADDRESS PROJECT' i` 5 e_e d S RJr CONTRACTO, Cif i(lC (,(nt T C(i)mM 9r-A 16, The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering FIRE Public Works ZONING f Utilities Conditions: (to be completed only if approval is C. Z/ 2--2 3— D CITY OF SANFORD MECHANICAL APPLICATION t PERMIT NO. 01 _Sr2:1 DATE: L 1 tQ D 0 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING MECHANICAL EQUIPMENT: OWNER'S NAME qL&— ADDRESS OF JOB MECHANICAL CONTRACTOR: R67Q- RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford Mechanical Code Valuation: O N Total Wou By Signing this application I am stating that I am in compliance with City of Sanford i Mechanical Code. Applicant Si ur B C7+C 50 Y'15 1fi States License# ; APPLICATION FOR TEMPORARY CONSTRUCTION ACTIVITIES USE PERMIT Jt CITY OF SANFORD, FI. I DATE -5' ; '" PERMIT NO. To the Building Official: The undersigned hereby applies for a permit for the following described work: OWNER ADDRESS 115 N, LAuPE L A\/E, NATURE OF WORK A` A?LTME/1T A i i uc-K-Res FARM Cr- A' aE,) LEGAL DESCRIPTION LE(- AM `/4 BL1, I T9, 1 V 6 ALLr--)/ A-D1 0, E PS 1 G APPLICANT'S NAME 3ot}J ` KE APPLICANT'S ADDRESS ' LAUXEL Av F-. APPLICANT'S PHONE NUMBER 407- 3 z1- U 3S - E Secs o FEEj/ CX:: I certify that the above infor- mation is true and correct and that I will comply with all applicable codes and Ordipances of the C' o n L ; I Building Official A Icant's Signature i 6/94) Applicatlon type = TCAU L____ l 5 i LA Ulu i S T W V C SANFj; Wh L TALL A'Y ViCX . 30 oc AT.L tc i e> 1. la,,.e_2 C CITY OF SANFORD ELECTRICAL APPLICATION PERMIT NO. D Y 9 6 DATE: THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: nwww- -7-7o(-C/4e Ae AIX^ o'L •P ADDRESS OF JOB: J ( z.ril ELECTRICAL CONTRACTOR: I'e/% RES ANON-RES Subject to rules and regulations of the city electrical code: 7 By signing this application I am stating I am in compliance wit ity Electrica ode Applicant's Signature C oc>d // States License# IIi-ll) INS f;;JNVEI I hi iVAtv1E % :'' i (t c r P9t RY i1§11 i `QRSF SEMiI QL E COUNTY, FL ADDR. 1 rig . (L ;IS fly r I.>,,T RECORDFO . , _[,, Ico ' 9 1 3 Z000 Ji:_l -E Pri. 27 Notice of Commencement State of Florida County of Seminole Permit No. Tax Folio No.(PID) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida Statues, the following informatiorn is provided in this Notice ofCommencement. DESCRIPTION OF PROPERTY (legal description of the roperty and street address) t-E(Y A! W '/if 3 L K ), ' R } W G ' F A L L Y A'1:1 - p70'W-j GENERAL DESCRIPTION OF IMPROVEMENT 3 _- L" R pA Q i M E;d "TT l r r1. Ex a-S? z:) (r; 1ti:1l-DT 1(r-'AT. A), A uR1F G A-VE. Tuc1<E's FR OWNER INFORMATION Name and address 4,47DD- TA/ 1 VCKj` Interest in property(Fee Simple; Partnership,etc).. I-F_E S rA411_f NAME AND ADDRESS"OF FEE=SO4PLE TITLE HOLDER _ (1F.OTHER THAN OWNER) CONTRACTOR Name and address /A SURETY(BONDING CO) Name. and Address /A Ql M o Amount of Bond LENDER'. or I Name and. address O 70 Persons within the State of Florida designated by Owner upon whom notice or other documents may be co 2U rir servedbySection713.13(1Xa)7.,Florida Statues: as provided) Name and address 141A a Expiration Date of Notice of Commencement The expiration date is 1 year from date of recording unless a different date is specified.) ignature of.Chj-ne Sworno and pubs cribed before me this '""`' Day of `IQ ZOdQ O/ ZA/figC/V I IJOELOO CERTIFIEDCOPSMyCommissionExpires:_ Notary Public MARY- ANNE MORS CLERK OF CIRCUIT 000ITTe"foregoing instrument was acknowledge before me this day of %4 SEMINOLECOUNTY. FLORIDq - by name of person acknowledge), who is personally known to me orwho has produced type of identification) as identification and who did/did not take an oath. DEPUTY CLERK Il y•. " ZORAIDA C. HERNANDEZ 2000 ;= MY COMMISSION # CC 833115 JUN02e , EXPIRES: May 5, 2003 , gyp ° Bonded Thru Notary Public Underwriters Q , 0PF,NINC S17,1; WIND I.(.)AI)S ON t1'X'I'I':R1OR 0111,",NINGS TOTA1, 'I'OTA1, 1,ENG1'II0F AREA LOAD BUCK ATTACHMENT 1,11. LOAD PER LIN. FT. Olt Iltl. liw35Sindow 53" x63" 23.2' 6(6Lt3.—,....._ 1..79 -. _ _......._._ 47 L.B. per 28 LL3, per 1 l 2-35_window_ 26 3/8 'x63---_----_—_.- 1 I.5'-- 345L[3 1-52 3/8" 36 LQ_per FT. 25 SH window_ 36 7/8 477LE3------- 13LL3. 103._1/8- 25 L!3_hef-FT. L 33_—window 26 3/8"x38 3/8' .---.--_ 7. I ..---_--_-- 1 1L[3 78 3/8"----- -------------23 LQ_per FT, 32 window- 26 3/8' x26'_ 4_'------ 232"_.----- - - -- -- 63 L[3_ per F l' o ..__ Dbl. French Door 6'0"'x6'8''— 10=I ---- 20_0' 12 3L13 -- 600LE3.--- 37 LB. per FT. Front Door 3'0' x6'8'__ 1`6'---------------- 192"---------...------- 34 LE3,i)er FT, 2'8' x6'8"-----_17.8' 16'0_x_7 0------122' 53`1L[3 _— L3360_E3- 168'---------------------- 240-Lb_ pet - '-- 1--F- Load Factor 301b. per square foot I) For exterior windows and doors use bevel cut P.T. buck on jambs and bead. 2) For garage door use minimum 2x6 P.T. buck for jambs and required spring pads. 3) Provide enough fasteners of type used to equal or exceed stated loads on table. Fasteners are required no closer than 2" or more than 4" from ends and spaced equal in distance along balance of buck. Minimum fasteners for top buck is 2. Minimum fasteners for side buck is 3. Approved Fasteners: 3/ 16 Tapcon with 1 -1/4" penetration = 230 lb. of holding power. 4" Tapcon with 2" penetration = 380 lb. of holding power. Standard T nail 1 3/8" long = 44 lb. of holding power. Sec nuuiufacturers s icciGcation for required fasteners to attach ara c door, cnlr doors ratio doors and ivindorvs to buildin ,. Note: Garage door "bucks" shall be attached to studs with 3/8"x4" hig bolts. S );Iced each 24" o.c. with minimum of 3 bolts. I A .. FN MATL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE LOADS W L NAILS' BOLTS NAILS BOLTS' OTY DIA FLOOR100) MAX' 133) FLOOR 100) MAX' 133) LSTA9 20 ga 1'A 9 8-10d 450 605 LSTA12 1'/a 12 10-10d 565 755 I LSTA15 1'/a 15 12-10d 680 905 LSTA18 11/4 18 14-10d 790 1055 I LSTA21 11/4 21 16-1 Od 905 1205 LSTA24 1'/4 24 18-10d 975 1295 ST292 21/16 9'/16 12-16d 790- 1055 ST2122 2'/16 1213/16 16-16d 1070 1425 ST2115 3/a 165/16 10-16d 450 600 ST2215 21/,6 165/16 20-16d 1210 1615 LSTA30 18 ga 1'/4 30 22-10d 1255 1670 LSTA36 1'/4 36 26-10d 1290 1715 LSTI49 33/4 49 32-1Odx1112 1455 1940 LST173 33/4 73 48-1OdxLY2 2180 2620 MSTA9 1 % 9 8-10d 455 610 MSTA12 1'/4 12 10-10d 570 760 MSTA15 11/4 15 12-10d 685 910 MSTA18 1'A 18 14-10d 800 1065 MSTA21 11/4 21 16-1Od 910 121.5 MSTA24 1'/4 N 18-10d 1025 1370 MSTA30 16 ag 11/4 30 22-10d 1265 1685 MSTA36 1'/4 36 26-10d 1495 1995 ST6215 21/16 165/16 20-16d 1330 1775 ST6224 21/'e 235/16 28-16d 1890 2520 ST9 11/4 9 8-16d 540 720 ST12 11/4 115/6 10-16d 675 900 ST18 11/4 173/4 14-16d 945 1260 ST22 1'/4 215/6 18-16d 1215 1620 ST6236 14 ga 2'/16 3313/16 40-16d 2475 3300 FHA6 12 ga 1'/16 6 8-16d 550 735 FHA9 17/16 9 8-16d 550 7351 FHAl2 17/16 115/8 8-16d 550 735 FHA18 17/16 173/4 8-16d 550 735 FHA24 17/16 237/8 8-16d 550 735 FHA30 17/16 30 8-16d 550 735 MSTI26 2'/,6 26 26-1 Odx11/2 1130 1510 MSTI36 21/16 36 36-1Odx11/2 1565 2090 MSTI48 2'/16 48 48-1Odx1'/Z 2135 2850 MST160 21/16 60 60-1Odx11/2 2760 3680 MST172 21/16 72 72-1Odx11/2 3310 4415 MST27 21/16 27 30-16d 4 1/2 2070 2760 1295 1725 MST37. 21/16 37 42-16d 6 1/2 2860 3815 1825 2435 MST48 21/16 48 46-16d 8 1/2 3345 4460 1 2225 2970 MST60 10 ag 21/t6 60 56-16d 10 1j2 4350 5800 2670 3565 MST72 2'/16 72 56-16d 10 1/2 4350 5800 2670 3565 PS2184 7 ga 2 18 4 5/6 PS4184 4 18 4 5/6 PS7204 7 20 8— HST2 21/2 211/4 6 5/8 3136 4175 HST5 5 211/4 12 5/6 6385 8510 HST3 3 ga 3 251/2 6 3/4 4645 6195 HST6 6 251/2 12 3/4 9350 12465 j 1. Maximum loads have been increased for wind or 3. Allowable bolt loads are based on parallel -to -grain jI earthquake loading with no further increase allowed. loading and these minimum member thicknesses: Floor loads may not be increased for other load durations. MST-21/2"; HST2, HST5-4"; HST3, HST6-41/2". IL . 2.16d sinkers (9 gauge x 31/4") or 10d commons may be 4. PS strap design loads must be determined for each f substituted where 16d commons are specified at 0.83 installation. Bolts are installed both perpendicular of the table loads. and parallel -to -grain. SIMPSON , sfi Floor showing FLOOR -TO -FLOOR CLEAR SPAN TABLE MODEL NO. CLEAR SPAN FASTENERS TOTAL) ALLOWABLE LOAD (133) MST37 18 20-16d 1905 16 22-16d 2100 MST48 18 32-16d 3135 16 34-16d 3330 MST60 18 46-16d 4785 16 48-16d 4990 MST72 18 56-16d 5800 16 56-16d 5800 MSTI36 18 14-10dx11/2 810 16 16-10dx11/2 930 MST148 18 26-10dx1112 1545 16 28-10dx1112 1660 MSTI60 18 38-1Odxl1/2 2330 16 40-10dx11/2 2455 MST172 18 50-1Odx11/2 3065 16 52-1Odx11/2 3190 Typical PS720 Installation CoDpghi 1994 SIMPSON STRONG -TIE COMPANY, INC. 51 l" w w I 0 O o Q. Q. 1 1 T • ch ao co g O 1p 4f OD I o' Nc- 4 o E• o O• Q. MSTI MST Pilot holes on MSTI72 only 50 IF STRAPSTNAIM17ES Over -notching problems? Piling Strap connects wood pilings to floor girders in elevated structures. Hot -dipped galvanized for greater corrosion resistance. Install Strap Ties where plates or soles are cut, at wall intersections, and as ridge ties and truss plates. LSTA and MSTA straps are engineered for use on 11/2" members. The 3" center -to -center nail spacing reduces the possibility of splitting. For the MST, this may be a problem on lumber narrower than 31/2"; either fill everynail hole with 10dx11/2" nails or fill every other nail hole with 16d commons. Reduce the allowable load based on the size and quantity of fasteners used. FINISH: HST —Simpson gray paint; PS—HDG; all others —Galvanized. Some products available in stainless steel or Z-MAX; see Corrosion -Resistance, page 5. INSTALLATION: Use all specified fasteners. See General Notes. OPTIONS: Special sizes can be made to order. - See also HCST. CODES: BOCA, ICBO, SBCCI Nos. NER-413 and NER-443, except MST72 and MSTI72; Dade County, FL No. 93-0828.7. City of L.A. Nos. RR 25119, 25149. i4 r— W 1' 3 13". a m o O ST U.S. Patent LSTA and MSTA 4,367,973 m PS720 others similar) 811 I I_W f_W O% HN N V7 L0 N P a0 C Q U_ c1) ti ST2115 G N N cV N tL ST9,12,18,22 oLL m I 90 r i '' 12 HST FHA m faST3 U.S. Patent ffs t{ST5 4,367,973 6 S15 fas STZ and S16S 13and 3 14 HS ` 31" LS 113 LSTI Q CCopynghl 1994 SIMPSON STRONGT IE COMPANY. INC. 1 . ' IIlk 1, 1, I IN MODEL NO. MATL DIMENSIONS FASTENERS' TOTAL) AVG ULT ALLOWABLE2 DOWNLOAD 133) W H I B I TF Z2 20 ga 25/16 11/2 13/g 1% 4-10dx1'/2_ Z4 12 da 1'/2 3'/2 2% 13/4 2-16d 1450 465 _ Z6 12 ga 1112 53/g 2 13/g 2-16d 1517 485 Z28 28 9a 26/,6 11/2 13/g 13/8 1 Odxl'12 Z38 28 ga 26/,6 21/2 13/8 13/,, 1 Odx1112 Z44 12 ga 21/2 1 31/2 2 13/g 4-16d 2800 865 1. Z28 and Z38 do not have nail holes. Fastener quantities are as required. 2. Allowable loads have been increased 33% for wind or earthquake loading with no further increase allowed; reduce for other load durations according to the code. 3. Z4 and Z6 loads apply with a nail into the lop and a nail into the seat. IGLgS/ _ . - CL.IM Z2 clips secure 2x4 flat blocking between joists or trusses to support sheathing. Z4 and Z6 clips support skewed fit -in joists. MATERIAL: Z clips —see table. A21 and A23-18 gauge; all other A angles-12 gauge FINISH: Galvanized INSTALLATION: Y Use all specified fasteners. See General Notes. Z clips do not provide lateral stability. Do not walk on stiffeners or apply load until diaphragm is installed and nailed to stiffeners. CODES: BOCA, ICBO, SBCCI No. NER-421 (except Z44); City of L.A. No. FIR 25076 (except Z44); Dade County FL No. 93-1016.1 A angles only). MODEL NO. DIMENSIONS FASTENERS DOWN AVG ULT ALLOWABLE' LOADS (133) W, W2 L BASE POST BOLTS I NAILS BOLTS NAILS F, F2 A21 2 11/2 13/8 2-1Odx11/2 2-10dx1'/2 540 175 240 A23 2 9'/2 23/4 4-1Odxl112 4-10dxll/2 1767 485 485 A33 3 3 11/2 4-10d 4-1 Od A44 41/2 41/2 11/2 4-10d 4-10d A66 6 6 11/2 2-% 2-3/g A88 8 8 2 3 3/g 3-3/g it, A24 4 2 21/! 1-1/2 1-1/2 2-10d113s/6 2 1 '/z 1-1/2 4-10d 1. Allowable loads have been increased 33% for wind or earthquake loading with no further increase allowed; reduce for other load durations according to the code. A311 Installation illation A21 A33 similar) Typical Z2 Installation Typical SP2 i ° I o Installation e o O Ties top plates to studs to resist wind or seismic activity. SP4, SP6, and SP8 wrap completely around double top plates. MATERIAL: 20 gauge FINISH: Galvanized INSTALLATION: Use all specified fasteners. See General Notes. Position SP1 and SP2 as shown. Install the number of plate nails as indicated in the table. Then install five 1 Od commons into the stud and one 1 Od common at a 45o angle through the stud into the plate. CODES: BOCA, ICBO, SBCCI Nos. NER-432, NER-443; Dade County, FL Nos. 93-0302.12, 93-0824.07. MODEL NO. DIMENSIONS FASTENERS AVG ULT ALLOWABLE' UPLIFT 133) W L STUD' PLATE SP1 6-10d 4:10d 1950 585 SP2 6-10d 6-10d 33 00 890 SP4 39i,6 73/,6 6-1 Odx1112 2917 735 SP6 59/,6 73/4 6-1 dx1'/2 2917 735 SP8 79/16 8s/,6 6-10dx11/21 129171 735 Nlli Typical SP4 WInstallation Anchors Double (3)IOdxl "NAILS Top Plate EACHSIDEOFSTUD to Stud SP6 and SP8 similar) 1. For SP1 and SP2, one stud nail must be driven at an angle through the stud into the plate to guarantee table load (see illustration). 2. Allowable loads have been increased 33% for wind or earthquake loading with no further increase allowed. Reduce by 33% for normal loading. fSIMPSON' Strnng'-lie A21/A23 Installation Installation cc SP1 Nailing Profile U.S. Patent 4,480,941 @ Copyright 1994 SIMPSON STRONG -TIE COMPANY. INC. 55 0 0 16 HIOR.Z-) r FpORaDO RE NAIL NOBS 0 m m mTa H4 m 13, 4 m U.S. Patent m 4,714,372 1„ I ° m m ° 88, H10 H10R similar) U.S. Patents 4,291,996; 4,480,941, Canada Patent 1,193,418; other Patent Pending 56 H1 4 m o - Zg m H5 a 2e 1 U.S. Patent 4,714,372 m 1. 19'',v SEISMICAND HURRICANE TIES Designed to provide wind and seismic ties for trusses and rafters, use these connectors for general tie purposes, strongback attachments. and as all-purpose ties where one member crosses another. The H4 and H5 hurricane ties have unique shapes that require fewer nails. The designs allow for installation on the inside of the member without interfering with the drywall, or on the outside of the.. . member without interfering with the sheathing material. The versatile H6 and H7 hurricane ties are designed to attach studs, joists, trusses, plates, and other wood structural elements. The H10 and HI OR (for rough -sized members) provide excellent uplift and lateral load resistance parallel and perpendicular to the top plates. Optional positive angle nailing, with 8d common nails installed in double shear, connects shear blocking to rafter. Double shear nailing, with.nails driven at an angle through two members, distributes the load through two points on each nail for greater strength. Slot allows field -bending to accommodate shear blocking angle —bend one time only. MATERIAL: See table FINISH: Galvanized. Some products available in stainless steel or Z-MAX; see Corrosion -Resistance, page 5. INSTALLATION: a Use all specified fasteners. See General Notes. The H1 can be installed with flanges facing outwards reverse of illustration #1). When installed inside a wall, a birdsmouth cut is required. e H2.5, H3 H4, and H5 ties are shipped in equal quantities of separate rights and lefts. The H7 must be bent over and around the other side of the top wood member. A minimum of four Sd nails into the truss must be used, including two into the side of the truss at the end of the strap. H1 and H10 do not replace solid blocking. CODES: BOCA, ICBO, SBCCI Nos. NER-422 and NER-393 (except H10); Dade County, FL No. 93-0828.4 (except H10, H10R); City of L.A. No. RR 24818 (except H4, H6, H7, H10 and H1 OR). v H1 Installation can eliminate costly ratter notching H2 Installation Typical H4 Stud to Bottom Plate H2.5 application similar) see footnote 3) v H3 Installation ° FI •o F2 e H4 Installation Q Copyright 1994 SIMPSON STRONGTIE COMPANY, INC. u H2.5 Ties Rafter to Two Plates H5 Ties Rafter to Two Plates MODEL NO. MATL FASTENERS UPLIFT AVG ULT MAX ALLOWABLE LOADS1,2 TO RAFTERS TO PLATES TO STUDS UPLIFT 133) LATERAL F1(133) F2(133) H1 18 ga 6-8dxl112 4-8d 1958 490 485 165 H2 18 ga 5-8d 5-8d 1040 335 H2.5 18 ga. 5-8d 5-8d 1300 415 150 150 H3 18 ga 4-8d 4-8d 1433 455 125 160 H4 • 20 ga 4-8d 4-8d 1144 360 165 160 H5 18 ga 4-8d I 4-8d 1425. 455 115 200 H6 16 ga 8-8d 8-8d 3983 915 650 H7 16 ga 4-8d 2-8d 818d. 2991 930 400 I— H10 18 ga 8-8dx11/2 8-8dx11/2 2967 905 585 525 H10R 18 ga 8-8dxl112 8-8dx1112 2967 905 585 525 1. Loads have been increased 33% for wind or earthquake loading with no further increase allowed. j 2. Allowable loads are for one anchor. A minimum rafter thickness of2112 must be used when framing anchors are installed on each side of the joist and on the same side of the plate. _ 3. Maximum allowable uplift load for the H4 stud to bottom plate i installation is 315 Ibs; 370 Ibs for the H2.5: — 4. When cross -grain bending or cross -grain tension cannot be avoided, mechanical reinforcement sufficient to resist all such forces should be considered I i v Typical H6 Stud to Band USE A MINIMUM OFTHISsDE01TRUSS. 1) U - .IOISt Installation a f •;:; TOTAL FOUR Nduss. eFi o e 1F d F1 8ddNNAILS 1,1 - P>LATTE$ 10 Typical H10 installation T ical H6 .. 8 LS a Typical H7 St to Top Plate STUD Installation Installation IM was 1 I Twist straps provide a tension connection between two wood members. These` 11/4" wide straps are an economical way to resist uplift at the heel of a truss. a a The 3" bend section eliminates interference at the transition points between wood members. o MATERIAL: MTS-16 gauge;.LTS-18 gauge FINISH: Galvanized. Some products available in. stainless steel and Z-MAX; see Corrosion -Resistance, page 5. INSTALLATION: Use all specified fasteners. See General Notes. CODES: BOCA, ICBO, SBCCI No. NER-413. Dade County, FL Nos. I 93.0302.12 and 93-0824.07. AI T I MT L MODEL 110. FASTENERS' TOTAL) AVG ULT - ALLOWABLE'' LOADS (133) LTS8 8 6-10d 2383 445 LTS10 10 1 10=10d 2383 740 LTS12 12 12-10d 2383.. 775 LTS14 14 12-1Od 2383 775 LTS16 16 12-10d 2383 775, LTS18 18 12-10d 2383 775 LTS20 20 12-10d 2383 775 MTSB 8 6-10d 3116 445 14TS10 10 10-1Od 3116 740- MIS 12 12 - 14-10d 3116 1000 MTS14 14 14-10d 3116 1000, MTS16 16 14-10d 3116 1000 MTS18 18 14-1Od 3116 1000 MTS20 20 14-10d 3116 1000 yplca S Installation as a Truss -to -Top -Plate Tie 1. LTS12 through LTS20 and MTS14 through MTS20 have additional nail holes. o® 2. Install half of the fasteners on each end of the strap to achieve full loads. 3. Multiplyallowable table loads LTS12 by- 0.81 where 10ds are called other sizes and MTS similar) out if 10dx1112" nails or a 1112" wood member is used. 4. Loads have been increased 33 % for wind or earthquake loading with no further Increase allowed. Coomohl 1994 SIMPSON STRONG-TIF COMPANY INC. 57 ADJUSTABLE j 7RUSS BANGERS Typical THA Installation ' Y Extra long straps allow full code nailing and can be field -formed to give top flange hanger convenience. Consult a:Simpson, representative"for alternate nailing patterns not listed. No bolts required. The THA uses the double shear nail feature for added strength and safety. THA29 has a 21/4"bearing length. MATERIAL: See table FINISH: Galvanized INSTALLATION: Use all specified fasteners. See General Notes. a Two different Installation methods maybe used as follows: Maximum nailing —All face nails must be applied according to the table; the nails used for the joist attachment must be driven at an angle so that the nails: penetrate through the corner of the joist into the header. Minimum nailing —For the THA29, the minimum nailing schedule requires the use of joist double shear nailing as detailed above, and that the strap be field -formed over the header a minimum of 2'/2". A minimum of four top and four face nails must be used. o For all models except the THA29, the minimum nailing schedule may be followed where double shear.nailing is not possible, provided the: strap is:field-formed over the top of the header a minimum of 11/2" for the THA213 and THA413, and 21/2" for all others, and a minimum of four top and two face nails are used. The joist double shear nailing tabs are easily straightened so that the nails can be driven straight into the joist i see table for allowable loads). CODES: BOCA, ICBO, SBCCI No. NER-209; City of L.A. No. RR 24949,- Dade County, FL No. 93-0828.8. C oC) I tl 0 7_ r a c 4 by was - H C c s L I _ fdCF y' Z. THA29 MODEL NO. MINIMUfd JOIST SIZE GA DIMENSIONS FASTENERS' ppWN AVG ULT ALLOWABLE LOADS' I W HI C HEADER JOIST` UPLIFT31 133) FLOOR 100) I ROOF! 125) TOP FACE STRAIGHT ;SLANT MINIMUM NAILING —TOP FLANGE THA29 2x6 18 1sie. 73/16 51ie 4-10d 4-tDd 4-1Did8167 750 , 2460 2550 THA213 2x6 18 15/6 1113/,6 51/2 4-10d 2-106 4-10dx1'/i — 5343 1615 1615 THA218 I 2x6 18 15/8 1411/i6 5.1/2 4-10d 2-1Ad 4-10dz1'/z — 5343 1615 1815 THA218-2 2) 2x10 16 31/8. 153/,6 81/4 4-16d 2s16d 6-1fidx2'/2 — , 7260 1850 1850 THA222-2 2) 2x10 16 3'/e 193/4 8 4-16d 2-16d 6-16dx2'/2 7250 1850 1850 THA413 4x6 18 35ie 11i3/6 41/2 410d 210d 4.10d — 5343 1615 1615 THA418 4x10 16 36i6 1'5 1 8 1 4-16d 2 16d 6 16d 1— 7250 1850 1850 THA422 4x10 16 35/6 19'/z 8 4-16d 2 t6d 6.16d —. 7250 1850 11850 MAXIMUM NAILING — ALL NAIL HOLES FILLED THA29 2x6 18 16/e 911/16 51/6 16-1 Did 4-1 Did, 8250 750 12125 2500 THA213 , 2x6 18 15i6 135/,6 51/2 14-10d 4.10d 8760 750 1945 2030 THA218. 2x6 18 1,% 173/,'6 51/2 18-10d 4-1 Did - 9120 750 1950 2030 THA218-2 1(2) 2x10 16 31/,1 1771/16 81/4 16-16d 6-16d 13750, 1550 2830 3540 THA222-2 2) 2x10 16 3'i8 223/16 8 22`-16d 16-16d 13067 1550 3630 3965 THA413 1 4x6 18 3% 135/16 41/2 14-10d 4-10d"1 9583 750 1945 2430 1 THA418 4x10 16 35/e. 17'/2 8 16.16d 16-16d 13750 1550 2830 3540 THA422 4x10 16 35/8 22 8. 22.16d 16d .6 130671550 3630 4250 I ; RIDGE RAPER CONNECTOR An interlock provides alignment control and correct nailing locations. For a rafter -to -face connector, flatten the top flange into the face plane. The RR may be used with any rafter sloped up to 30'. MATERIAL: 18 gauge F FINISH: Galvanized INSTALLATION:. Use all specified fasteners. See General Notes. CODES: BOCA, ICBO, SBCCI No. NER,421; City of L.A. No. RR25076. MODEL, N0. JOIST SIZE FASTENERS DOWN AVG ULT ALLOWABLE LOADS' HEADER JOIST FLOOR ROOF, 100) 125) RR 2_ 6 j4 tOd t_--z 4-10dr1'.2, 12501 365 415 1.Floor loads may adjusted for other load durations according to the code. provided.they do not exceed Ine table roof loads. a. y l THA U. S. Patents 4,291, 996 and 4, 480,941 Canada Patent 1,193, 418 1 III I Double Shear Nailing Jo s. S.Fmgh; Na I Typical THA Minimum Nailing Configuration 1. 16d sinkers may be used to replace 16d commons at 0.85 of table load. 2: The H dimension is the hanoer heigh, minus 21/2" to achieve the minimum nailing configuration. This ensures the required nailing into the top of the carrying member. 3. Uplift has been increased 33% for wind or earthquake loading with no further increase allowed; reduce for other load conditions as required by code. 4. Root loads are 125% of floor loads unless limited by other criteria. Floor loads may be adjusted for load durations according to the code. provided they l do not exceed those in the root column. Typical RR f O Installation RR U. S. Patent 4,498,801 Copyr orr. 199,4 SIMSDN STROG j 1;E COMPANY. INC 43 '