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330 Lusitano Way - BR03-002783 - SFR ELEVATION CHANGEPERMIT ADDRESS CONTRACTOR PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE e d d SUBDIVISIONV v6s cn OZPERMIT # 7 DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE I CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 330 LUSITANO WAY for which permit '03-00002783 has heretofore been issued on 9/09/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as , mplies with all the building, plumbing, electrica , zoningi n subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: G FIRE: Finaled l7 low Inspected _ ZONING: Inspected UTILITIES: Water Sewer Lines In c' Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name ' tj ' Street Signs l S; Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE AMOUNT 10/03/03 20.00 11/18/03 20.00 9/09/03 10.00 11/24/03 10.00 10/01/03 10.00 9/09/03 10.00 9/09/03 59.27 9/09/03 54.00 PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 330 LUSITANO WAY for which permit 03-00002783 has heretofore been issued on 9/09/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 9/09/03 279.61 01-PLAN ALTERATIONS 9/19/03 60.00 01-POLICE IMPACT - RESID 9/09/03 91.93 01-RADON GAS TAX FEE 9/09/03 12.27 01-ROAD IMPACT FEES 9/09/03 847.00 01-RECOVERY'FD/CERT. PGM. 9/09/03 12.28 01-SCHOOL IMPACT FEE 9/09/03 1384.00 WD IMPACT:SINGLE FAMILY 9/09/03 650.00 SD IMPACT:SINGLE FAMILY 9/09/03 1700.00 D a:3k M OWNER BUILDING OFFICIAL / DATE I I I I 1 1 I I I I CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPEC I I SINGLE FAMILY RESIDENCE**' z I I I I i I II1 u o 1 r. N I 1DATE: \ oiC CO ca I S' o 1 I c- al eL": R I LA. PERMIT #.C) `'- - Z AA R^ DDESS: < \ ci CU C V V u c n Ln CONTRACTOR: G (' O PHONE #: yy i- 8 a -'A The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied. or approved with conditions. Your prompt attention will be appreciated. 71 Engineering Public Works tilitiest n t ti CONDITION : ( TO OFire r1' O Zoning f1 Licensing n + ONLY IF cAPPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067=0077NATIONALFLOODINSURANCEPROGRAMExpiresDecember31, 200: ELEVATIONS CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 330 LUSITANA WAY CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 92, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 83. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202890045 E 4/17/95 4I17/95 A 24.5' d i u. molcate ule source or the base noon Ltevauon (UrL) data or baseflood depth entered in 69. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used forthe BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LJ Construction Drawings* Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed -see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, AR/AH, ARIAO Complete Items C3.-a-ibelow according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? [}Yes ®No pe o a) Top of bottom floor (including basement or enclosure) 29. Eft(m)ca o b) Top of next higher floor 39.3ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA _ft.(m) o 0od) Attached garage (top of slab) 29. 1 ft.(m) E c o e) Lowest elevation ofmachinery and/or equipment W ca servicing the building (Describe in a Comments area) 29.0 ft.(m) E o 0 Lowest adjacent (finished) grade (LAG) 27.5 ft.(m) z' m o g) Highest adjacent (finished) grade (HAG) 29. 1 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all rmenent o nin s (flood vents) in Cl h 0 ' 14 r q pe g _sq. In. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by Jaw to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER A928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT ST 'ATE. 1 ORLANDO FL 32803 SIGNATURE]) DATE TELEPHONE 1 1f09104 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A, ; For Insurance company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 330 LUSITANA WAY CITY STATE ZIP CODE Company NAIC NumberSANFORDFL32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION.(CONTINUED) Copy both sides ofthis Elevation Certificatefor (1) communityofficial, (2) insurance agenUcompany, and (3) building owner. GUMMEN 16 ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and ZoneA (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information for a LOMAor LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6and 7. If no diagram accurately represents the building, provide a sketch orphotograph.) E2. The top of the bottom floor (including basement orenclosure) of the building is _ ft.(m) _in.(cm) aboveor El Wow (check one) the highest adjacent grade, (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higherfloor orelevated floor (elevation b) ofthe building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The topof the platform ofmachinery and/or equipment servicing the building is _ ft(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: Ifno flood depth number is available, is the top ofthe bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner's authorized representative who completes Sections A, B. C (Items C3,h and C3,i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements inSections A, B, C, and Eare conectto the best ofmy knoWfedge. PROPERTY OWNER'S OR OWNER'SAUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) Thelocal official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (orE), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section Cwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2, A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) orZone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT G5. CERTIFICATE OF G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ofthe building is: _ft.(m) Datum: I G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: I — — LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions I PLAT CIF SURVEY DESCRIPTION'.(AS FURNISHED) LOT 92, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA- NOTE; THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE. THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). TRACT „B,: OPEN AREA 9 50.00' pS90`00'00"E 1' 30' GRAPHIC SCALE 0. 15 30 LOT 92 i 1 2y 17.0 3'x3' o ;COVER6U 5. S m 'PATIO 40.0' TWO 0 LOT 91 0 C014REETETBLOCK 0 0 I O 0 WOOD FRAME o - LOT 93 E 0- RESIDENCE a FINISH FLOOR a O 0 O0ELEVA710N= 29.59 Q h 0 00 COVERED V) a 1 z ENTRY 0, k _ 19 7 "+ 15.0' 5.0' 5.0'. 3' C W E CONCRETE :: DRIVEWAY:. ma 3 10' UTILITY EASEMENT WALK IS iG L'I9 WALK IS I 0. 5' OFF 0 - 0.4' OFF N90' 00,00"W 50.00'0 0 0 00 0v QI01Ni PT --- 70.00'_ _ I _ 350.00' - PI O S90' 00'00"E 420.00' O - J LUSITANA WAY CENTERLINE OF I (L CERTIFIED TO AND FOR THE T „A" RIGHT-OF-WAY Q. TRACTEXCLUSIVE USE OF: so'. RIGHT of WAY Q D. R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA GARY M. EARL AND ANN L. EARL NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY s INCONSISTENCIES HAVE BEEN NOTED ON THE LEGEND SURVEY, IF ANY. - BUILDING SETBACK LINE FND NAIL AND DISC 02. PROPERTY CORNERS SHOWN HEREON WERE CENTERLINE LB #4671 (01/8/04) SET/ FOUND. ON 01-8-04, UNLESS OTHERWISE RIGHT OF WAY 4 LINE FND 1/2" IRON ROD AND CAP i tSHOWN. - EXISTING ELEVATION LB Q6393 (01/8/04) 4 E.. CONCRETEo CNA CORNER NOT ACCESSIBLE I I 3. THE SURVEYOR HAS NOT ABSTRACTED THE DENOTES DELTA,ANCLE LAND SHOWN- HEREON FOR EASEMENTS, RIGHT OF LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH I WAY, RESTRICTIONS OF RECORD WHICH MAY LS LAND SURVEYOR C.B. DENOTES CHORD BEARING AFFECT THE TITLE OR USE OF THE LAND. PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT - PRC DENOTES POINT OF REVERSE CURVATURE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN M) MEASURED Pr TPOINT OF TANGENCY LOCATED EXCEPT - AS SHOWN. _ - FINDFOUND- C/W CONCRETE WALK YTYPICAL A /C AIRCONDITIONER 5/ W SIDEWALK CBW--CONCRETE BLOCK WALL 5. NOT VALID WITHOUT THE SIGNATURE AND THE CP CONCRETE PAD RP RADIUS POINT ORIGINAL RAISED SEAL OF A FLORIDA LICENSED CS CONCRETE SLAB r_ ` CHORD LENGTH CHU OVERHEAD UTILITY LINE ID IDENTIFICATION SURVEYOR AND MAPPER: PK PARKER • KALON POL POINT ON LINE R - RADIUS PCC POINT OF COMPOUND CURVE POC POINT OF CURVE I HAVE EXAMINED THE F. I.R.M. COMMUNITY PANEL 1 HEREBY CERTIFY, THAT THIS BOUNDARY NO 120289 0045 E DATED 4/17/95 AND FOUND SURVEY; SUBJECT,.TOI,THE,,SURVEYOR'S NOTE THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, CONTAINED HEREON- MEETS `THE APPLICABLE AREA WITHIN 100 YEAR FLOOD PLAIN., MINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BY THE FLORIDA BOARD OF PROFESSIONAL i VERTICAL CONTROL AS FURNISHED. SURVEYORS AND. MAPPERS IN CHAPTER BEARINGS SHOWN HEREON ARE BASED ON THE 61G17-6,•FLORIDA ADMINISTRATIVE CODE EASTERLY LINE OF LOT 92 AS PURSUANT TO.CHAPTER 472.027, FLORIDA BEING N00'00'00" E PER PLAT. 5 STATUTES. FIELD DATE:) 9-26-03 6Z' REVISED: SCALE: 1" 30 FEETAPPROVED BY: sJ FINAL 1- 08-04 CKS MSURVEYING AMERICAN & MAPPING ASM42142 JOB N0. FOUNDATION 10- 27-03 CKB CERTIFICATION OF AUTHORIZATION NUMBER L3p6393 FOR THE MODEL CHANGE- B- 7- 03 JML 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA FIRM I I __ DRAWN BY: PLOT PLAN 07 24 03 SDO 32801- "(407)%426-7979 WILLIAM MU CATELLO JR. PS #492 DATE 10-03-203 9:52AM FROM P.1 a CrfY OFSANFORD PERMIT APPLICATION Permit 3 2 47 LZ7_/ rTQ/ L D8t : — fob AddreSS: c [S p o2 Description of Work: Historic District: Zoning: Value of Work: AeW v^o qq Permit 'Type: Building Electrical _ Meeh ttI Plumbing Fire Spriakler/Alarrn Pool Electrical: New Service - # of AMPS Addition/Alteration Change ofService Temporary Pole Mechanical: Residential Non-ReSidenda! Replacement New (Duct Layout & Ertcrgy Cale. Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gras Lincs Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential 1/ Commercial Industrial Total Square Footage: Construction Type: # of Stories: of ,Dwelling units: Flood Zone: (FEMA form required for other Rhin X) Parcel n; Owners Name& Address: Contractor Name & Address: Phone & Faz: ' Bonding Company: Address: MortZage Lender: Address: 4rchitect,(Enginecr. Address: LicenseNumber! laU r- Phone: 9..tloY Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS,'FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. BWNF, g'S AFFIDAVI'C: I certify that all of theforegoing information is accurate and that all work will be done in compliance with all applieahlc. Nws rcruladnj construction and zoning.; WARNING l'0 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFNT MAY RESULT IN YOUR PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDPA OR AN ATTORNEY BEFORF, RECORDING YOUR NOTICE OF COMMENCEMENT, N TfCGE: 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 Ndcral agencies. Acceptance of permit is yerification drat I will notify the owner of the property of therequirements of Florida Lien Law, FS 713. SignanlN Uf Owncr/Agent _ Date irnatuzc ofContractodA eut Datc Print 0-ncr/Agent': Name Print C: rector/Agent's Name - Signature of Noiary•State of Horida Date ,gnMurc o ' tary•State of F on Uatc Owner/ Agcnt is ----J'ersonally Known to Me or Produced I APPLICATION APPROVED BY: Bldq: Zoning: Bonny G Logan Contractor/ Agent is _A''craonally Known to Me or My Commission D0201551 ProducedIDT -j'.nExpiresMay 17 2007 Utilities: FD: Initial & Date) ( Initial & Date) (Initial & Date) (Initial & Date) Spectnl Conditions; 7 PERMIT # 03 —a 63 DATE q` 1 103 ADDRESS 33d LU 5i CONTRACTOR PH #4C---i-" E'-) R 1 D 1 f. Z05 FAX # -0'-4- g5-3 c-10a8 DESCPRITION OF REVISION: Ue,,jp2h-pr, C a UTILITIESIN SEp ,Z ?003 FIRE ,* BLDG 4-0 8;- 8-0-0 LAT CL M B1 L B 1 K Bl Bi A9 Bi All B1 A 2ND FLOOR BRG, Bl A B1 A B1" AlAI BI . AlA B1 I AlA 1 All B1 AlA I B1 U ii; B l B1 Bi A2 — B j A2. B I. A2 B A2 B z BGAB E" BB 37 E BB AB -- LEDGER BRG, 8-0-0 BRG, AB 9-0-0 BRG. 13-4-0 BRG. IN ENTRY plzwl, 19-8-0 5-4-0 15-0_0 ARr rIP,ALL BEARING'WALLS TO BE PLACED J L 1 PLY HGR.- `i CTICE!.! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES 2 FIQPLY.HGR. , . tENIGNEERED •DRAWINGS--LOADING--PITCH AND OVER/HANGSWALLSSHOWN. ARE TO BE BEk RING.. i ` 3 PLY HGR. SIGNED APPROVAL: X 49B, NUMBER: DR2289B DATE: 7-29-02 PITCH: LOAD:SHIN. s CCU SPA ` CUSTOMER: D.R. H6RTON 407- 321-1440 BY: T.H JOB NAME: 2289 "B" ELEV, BRG: BLOCK x 0 0 0 I CD I a 4o-n- T23 T23III _ ._ _ .__..__.:_ In 0 T23 _ ___ __ _ __ _ _- _-:__::__=W:==:._ _ __: i 4 ,- 1ST FLOOR fit. _- __.:==:-_a=.==.; __:__:_ _.__._ =_ __.= =:w=:= . , B R G, @ 8 - 0 - 0 li j w 00 119 J I NOTE: PLACEMENT MAY: VARYT19 - -_a- -"---- = _ _ DUE TO FIELD CONDITIONSTIT -_.__ _ __::__._._: __._=.:__;__:. A C PLUMBING EC T. 1 SEE INSTALLATION GUIDE_ TT19 , CD I. 0 I 0i 19-8-0 5_4-0 15-0-0 TRIM IT FLOOR SYSTEM IA ri r1CC: ALL BEARING WALLS- - — - - TO BE PLACED 1 ( [ UT FACE/MT i II - - —` - - '— CTICE. REVIEW ALL SPAN DIMINSIONS--BRC. WALLS 1IPRIORTOSETTINGTRUSSES.. d, d MIT TOP/MT 1 ENGINEERED DRAWINGS--LOADING--PITCH AND' OVERHANGS f L - _ - - ------ WALLS SHOWN ARE TO BE BEARING._ ._ 1A d SPC SIGNED APPROVAL X CCU SPAN JOB NUMBER: DR22891k DATE: 7-2-01 407-321-144 CUSTOMER: D.R. HORTON 800-330-a008 BY:.D.H JOB NAME: , 2289 "K ELEV. 7 J MiTek Industries Inc 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017 July 24, 2003 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I2.177515 thru I2177546. Total : 32 drawings. Job :DR2289A Builder :D. R. HORTON Location :STANDARD MODEL 2289, ELEVATION .A County :SEMINOLE 140T-2.9 Z Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty Drive, Suite 300 Chesferfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 32 Truss drawing. 2) Truss Index. CLANS E EWED CITY OF SANFORD July 24, 2003 Junaidie Budiman; PE The seal on these -drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSVTPI 1-1995 Sec.2. TRUSS INDEX OFJOBDR2289A Trusses included=32 0,"\ DR2289A\a,.tre" 12177515- 1,"\ DR2289A\aa.tre" 12177516 2,"\ DR2289A\a11.tre" 1 2177517 3,"\ DR2289A\ala.tre" 12177518 4,' 7DR2289A\a2.tre" 121,77519 5,"\ DR2289A\a7.tre" _ 12177526: 6;"\ DR2289A\a9.tre" 12177521 7,"\ DR2289A\agab.tre" 12177522 8,"\ DR2289A\b.tre"° 12177523 9,"\ DR2289A\b1.tre" 12177524 1` 0,"\DR2289A\bb.tre"` 12177525' 11,"\ DR2289A\bbgab.tre" 12177526 12,"\ DR2289A\bgab1.tre" 12177527 13,"\ DR2289A\e.tre" 12177528 14,"\ DR2289A\egab.tre" 12177529 15,"\ DR2289A\f18.tre" 12177530- 16,' 1DR2289A\f19.tre" 12177531 17,' 1DR2289A\f23.tre" 12177532 18,"\ DR2289A\f23a.tre" 12177533 19,"\ DR2289A\ff19.tre" 12177534 20,"\ DR2289A\fg19.tre" 12177535 21,"\ DR2289A\fg23.tre" 12177536 22,"\ DR2289A\fg23aare" 12177537 23,"\ DR2289A\j.tre" 12177538 24,"\ DR2289A\k.tre", 12177539 25,"\ DR2289A\ka.tre" 12177540 26,"\ DR2289A\Ltre" 12177541 27, "\ DR2289A\l a. tre" . 1 2177542 28,"\ DR2289A\m.tre" 12177543 - 29,"\ DR2289A\ma.tre" 12177544 30,' 1DR2289A\mt.tre" 12177545 31,' 1DR2289A\s.tre" 12177546 i 131jjj No, 4 5161 STATE OF YXQ jeyirA.wo s March 13, 2002 WARNING - V.Wy &a gn parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design. Is based only upon parameters shown, and Is for an Individual building component to be _ Installedandloadedvertically.. Applicability of design parameters and proper Incorporation of. component Is responsibility of building -deslgnei - not truss — - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibilityoftheerector.- Additional permanent brbrclnq of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89. Bracing Spectficatlon, and HIB-91 . jj ® Handling Installing and Bracing Rocommondation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, Art i53719. - - Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat, . For 4 x 2 orientation, locate plates 1/8" from outside edge of truss andvertical'web, This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints atUldwhichbearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c o WEBS J5 Q 0 _ cr o O O a. 0 1y V 0 a ce c7 ce O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Md! MiTeke TM PANEL CLIP HYDRO -AIR Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed orpurlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or,plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. r I i Job russ russ I ype JUNAIDIE BUDIMAN PE #45161 ty Ply H PITON 2289 A DR2289A A 16472 Segovia Cir. N. ROOF TRUSS 3 1 12177515 Pembroke Pines, FI 33331-4627. optional) A U N-TH, L W L, i ek Industries, Inc. 4. 1 1 s Aug 90 2 01 Mr ek Industries, Inc. Wed Mar 1 1: 4 2002 Page 1 1-0 0, 6-1-4 11-8-0 17-2-13 23-4-0 1-0-0 6-1-4 5-6-12 5-6-12 6-1-3 Scale= 1:41.7 4x6 = 4 6.00 12 - 2z4 \\ 2x4 3 5 6 2 1 o 3x4 = 8 7 - 3x4 - 3x4 - 5x6 - - 7-11-8 15-4-9 23-4-0 7-1 1-8 7-5-0 7-1.1-7 Plate Offsets (X,Y): [ -0- 1,[5:0-0-15, - -01, [7: -3- - -01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LU 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/dell = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X'4 SYP No.2D TOP CHORD Sheathed or-4-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6 = 1081 /0-4-0, 2 = 1 172/0-4-0 Max Horz 2=198(load case 4) Max Uplift6 = -587(load case 5), 2=-681(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1703,.3-4=-1476, 4-5=-1476, 5-6=-1702 BOT CHORD 2-8 =1510, 7-8 =1035, 6-7 =1509 WEBS 3-8 =-355, 4-8 = 534, 4-7 = 533, 5-7 =-354 NOTES. (5-4) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf, top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. y LOAD CASE(S) Standard kNo. 4 5161 oSTATE OF s•, o REo,'' March 13,2002 WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®_ Design valid for use only with MITek connectors. This design -k based only upon parameters shown, and Is for an individual building component to be • -____ _ - Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -_ designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance - iegaiding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drlve, Madison, WI 53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 1'/1. * center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the_, plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat, J2 J3 Ja owner and all other interested parties.. B„ w 4 TOP CHORDS 2, Cut members to bear tightly against each17-1 ca other, J5 Q3, Place plates on each face of truss at each oFor4x2orientation, locateL) ZVVEBS: l a joint and embed fully. Avoid knots and wane plates from outside edge of O ti u at joint locations. truss and vertical web. d 0 a o 4. Unless otherwise noted, locate chords licesP at /4 length(' 6" frompanel adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins " LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed; unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or.plate without prior approval of a professional. MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 LNG- 0 HYDRO -AIR® Job Truss Truss Type ty ly H RT N2289A JUNAIDIE BUDIMAN PE N45161 12177516 DR2289A Al ROOF TRUSS 16472 Segovia Cir, N. 1 1 Pembroke Pines, A 33331-,4627. optional) AC U- pAN-TH,'L N W r ek Industries, Inc.. 4:2011 SR31 s Aug 20 2001 MiTek Industries, Inca Wed Mar, 1 8 51: 00 Page 1 1-0,0 6-2-12 11-8-0 19-5-12 2374-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4- Scale .= 1:42. E 4x8 II 6.00 FIT 2x4 =. - .. 3 2x4 ii 5 6 ._ M 2 .. 3.*00 T £ q 3x4 s 3x4 - 5x6 — 9-10-0 19-4-0 23-3-0 23-f1-0 9-10-0 9-6-0 3-11-0 0-1-0 LOADING (psf) SPACING -; 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) .: 0.13 8 - >999 M1120. 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.68 Vert(TL)`;,' -0.50 7-8' >457 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360, Weight: 104Ib LUMBER BRACING TOP CHORD 2 X 4'SYP No.2D TOP CHORD Sheathed or 3-9-15 oc purlins. BOT CHORD • 2 X 4.SYP No.21D ..BOT CHORD Rigid ceiling directly applied or 5-271 oc, bracing. WEBS 2 X 4"SYP No.3 WEBS 2 Rows at pts 4-7 , REACTIONS (lb/size) ::6 = 7/0-3-0, 2 = 957/0-4-0, 7=1293/0-4-0 Max Horz 2=198(load case 4) Max Uplift6 = -97(load case:6), 2=-569(load case 4), 7'=-700(load-case 5)` Max Grav 6=111(load case 7), 2=957(load case 1), 7,=1293(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =16, 2-3=-2259, 3-4=-1612, 4-5 = 394, 5-6 = 363 BOT• CHORD 2-8 = 2060, 7-8 = 938 6-7 =-321 WEBS 3-8=-565, 4-8=1143, 4-7=-1590, 5-7.=-421 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds.at 25 ft above ground level, using 5.0 psf top chord dead load and "5.0 psf bottom chord dead load, in the gable end roof' zone on an occupancy category II, condition If partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind.- If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995, angle to grain formula. Building designer should verify capacity of bearing surface: 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 6, 569 lb uplift at joint 2 and 700 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. _ 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. Bf f LOAD CASE(S) Standard v kNo, 4516# - 10p k O OTATI E 4F ref13 QN41. March 13,2002 WPM WARNING - VerVy design parameters and READ NOTES ON THISAND REVERSE SIDE BEFORE USE::. ® ® Design valid toy use only with MITek connectors. Thls.design Is based only upon parameters shown, and Is tot an Individual building component to ,be ., Installed and loaded. vertically. Applicability of design parameters and proper incorporatlon'of component Is responsibility of building designer- not trussdesigner. SolBracingshownIstotlateralsupportofindividualwebmembersonly. Additional temporary bracing to Insure stability during construction Is the ' responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibilityof the'building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing. Specification, and,HIB-91 A i A k® Handling. Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Ono010 Drive, Madison, WI53719. - fib' e mme Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. ye" . 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 0 0 U a 0 r- JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE 4 The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4xperpendiculartoslots, Second dim- ension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARINGIndicates location of joints at which bearings (supports) occur. MiTek° M PANEL CTLIPFORM018, 019 r.aru-nuu ® OfY®RMAIR® Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at / 4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions:. shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate. without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. . 1993 Mitek Holdings, Inc. Job Truss Truss Type JUNAIDIE BUDIMAN PE 1145161 ty Ply H RT N A DR2289A A11 ROOF TRUSS 16472 Segovia Cir. N. 1 1 12177517 Pembroke Pines, A 33331-462J, optional) A U AN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries,Inc— WedMar- 1 age 1 1- 0-04 5-9-4 11-0-0 12-4-1 , 17-6-13 23-4-0 1- 0-0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Scale = 1:42.3 4x6 = 4x6 = 4 5 6. 00 F12 3x6 o - 3x6 3 6 m to 7 2 Io 3x6 = 11 10 9 8 3x6 = 2x4 II 3x4 = 5x6 = 2x4 II 5- 9-4 11-0-0 12-4-1 17-6-13 23-4-0 5- 9-4 5-2-12 1-4-1 5-2-12 5-9-3 Plate Offsets KY): (2:0-0- - -01; (5: - -1, -2-01, -15, -1- 1, [8: - -1 - -01, [9:0-3-0,0-3-01 LOADING ( psf) SPACING 2-0-0 CSI DEFL `.- in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase. 1.33 TC 0.44 Vert(LL) 0.10 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/dell = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 7=1079/0-4-0, 2 = 1 175/0-4-0 Max Horz 2 = 189(load case 4) Max Uplift 7 = -580(load case 5), 2=-695(load case 4) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1937, 3-4=-1357, 4-5=-1139, 5-6=-1358, 6-7=-1950 BOT CHORD 2-11 =1639, 10-11 =1639, 9-10=1139-, 8-9 =1653, 7-8 =1653 WEBS 3-11 =133, 3-10=-579, 4-10=338, 5-9=341, 6-9=-595, 6-8=141 NOTES ( 6-5) 11 This truss has been checked for unbalanced "loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist; they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 580 lb uplift at joint 7 and 695 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. B U piLOADCASE( S) Standard C t No. 4.5161 ,k 10 1 STAVE OF QNaL March 13,2002 wARmNG - verm design parcuneters and Rear Nores ON THIS AND Remitse sms 1 zmm use. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation ofcomponent Is responsibility of, building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 / Handling Installlnq and Bracing Rm ocom*ndaMtlon available fromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. I® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property 11/4 *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties.. ye„ TOP CHORDS 2, Cut members to bear tightly against eachczQ other, o WEBS 3, Place plates on each face of truss at each oFor4x2orientation, locateO joint and embed fully, Avoid knots and wane plates I/a" from outside edge of a IJ5_ at joint locations. truss and vertical web, o- a 4. Unless otherwise noted, locate chord splices o at I14 panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6, Unless expressly noted, this design is not applicable. for use with fire retardant or. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. ' Indicates location of required 11. Bottom chords require lateral bracing at.10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ev® 14. Do not cut or alter truss member or plate without prior approval of a professional. Mipp / tTek® engineer. 15. Care should be exercised in handling, PANEL TM R ® '.:' erection and installation of trusses. 1993 Mitek Holdings,.lnc. CLIP FORM018,019 - TANG--L ® HYDRO,A/R® Job. Truss_ Truss Type JUNAIDIE BUDIMAN PE t145161 ty Ply HORT N A 12177518 DR2289A AtA ROOF TRUSS 76472 Segovia Cir. N. 6 1PembrokePines, PI 33331-4fi2.7. 0 ti0nal) A _ U- PA -TH; N W D, FL, Mi ek Industries, Inc. 4.201 1 s' Aug 2001 MI ek"Industries, Inc., Wed Mar' b 1 : Page 1- 1 0 0 6-2-12 11 8-0 ;• 19-5-12. - 23-4-0 1-0-0 6-2-12 - 5-5-5 7-9-12 3-10-4 Scale4 = 1:42. 4x8 II,. 6.00 _ 2x4 c 8 c . M 2 M 3.00 7 o 3x6 5x6 = 3x4 = 9-10-0 19-4-0 23-4-0 9-10-0 9-6-0 4-0-0 ; LOADING (psf) SPACING. 2-0-0 CSI DEFL in (loci I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0:87 VertlLLl' 0.21 8 >999 MI120 249/1.90 TCDL 7.0 Lumber Increase 1:33 BC 0.81 Vert(TL) ., -0.63 7-8 >439- BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.17 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360. Weight: 1041b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D "TOP CHORD Sheathed or 3-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt- 4-7 REACTIONS (Ib/size)'..6=1081l0-4-0; 2.=1172/0-4-0 Max Horz 2=198(load case 4) Max Uplift6=-587(Ibad case 5); 2=-681(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=1.6, 2-3=-3138, 3-4=-2516, 4-5=-1872, Design valid tot use only wRh,MITek connectors. This design. Is based only upon parameters shown, and Is for an Individual building component to be,M_ PH Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing. shown Is lot lateral suppod of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bi cing-of the overall structure is the responsibility of the building designer. For general guidance - regarding labrloation, quality conitol, storage, delivery, erection and bracing, consult CST-88 Duality Standard; DSB-89 Bracing Specification, and HIB•91 Handling Installlnq and Bracing. Recommendallon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. ® M 5-6 —'-1927 0% STATE OF J ORI WARNING - Ver{ jy design para.mcil and READ NOTES ONTMS AND RE VERSE SIDE BEFORE USE. Symbols PLATE LOCATION AND ORIENTATION 44 le-1 i. * Center_ plate on joint unless dimensions indicate otherwise. Dimensions are in inches. -Apply plates to both sides of truss and securely seat. T For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dinTension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING mrL i Indicates location of Joints at which bearings (supports) occur, FORM018,019 0 O U a 0 J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 0 O U a 0 MiTek O TM PANEL CLIP GANG -NAIL p HYDRO -AIR Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the . building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1A panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. - 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions: shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10, ft. spacing, or less, if no ceiling is installed, - unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, '. erection and installation of trusses, 1993 Mitek Holdings, Inc. A Job Truss ruse Type JUNAIDIE BUDIMAN PE #45161 ty Ply H N A 12777519 DR2289A A2 ROOF TRUSS 16472 Segovia Cir. N. 5 tPembrokePines, FI 33331-4627. optional) U- A - W L, MI ek Industries, Inc. 4. R1 s Aug 20 2001 MI ek Industries, Inc. Wed Mar 13 08:51:06 2002 Page 1 1-0- 0 6-2-12 11-8-0 15-6-4 19-8-0 1-0- 0 6-2-12 5-5-5 3-10-4 4-1-12 Scale = 1: 36. 4x6 = 4 3x4 5 6. 00 PT 2x4 c 3 2x4 II 6 9 5x6 = 9 l 3x4 = 01 3. 00 r11 £ 3x4 3x4 a 9-10- 0 14-7-4 19-8-0 9-10- 0 4-9-4 5-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.14 9 > 999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.43 2-9 > 542 BCLL 0. 0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.13 7 n/a BCDL 10. 0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D w TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-2-1,4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/ size) 2 = 1001 /0-4-0, 7 = 910/0-4-0 Max Harz 2 = 301 (load case 4) Max Uplift 2 ='-597(load case 4), 7=-469(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-2439, 3-4=-1797, 4-5=.-1123, 5-6=-0, 6-7=-146 BOT CHORD 2-9 = 2224, 8-9 =1093, 7-8 = 977 WEBS. 3- 9 =-558, 4-9 = 1175, 4-8 =-106, 5-8 =168, 5-7 =-1343 NOTES (6- 5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds:at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597 lb uplift at joint 2 and 469 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE( S) Standard ` ,••P'l r .. / NO, 4 5161 nC eon ; STATE March 13, 2002 WARMNO - VerM design parameters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. ®®® Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component -to be Installed and loaded vertically. Applicability of design parameters and proper Incorpoiatlon of component is responsibility of building designer- not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bt'acing ofthe overall structure. Is the responsibility of the bullding designer. For general guidance tegarding tob6cotion, quality conbol, stotage, delivery, election and bracing, consult GST-88.Ouallly Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling InstalllnqandBracingRocommendatlonavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS ca MAOQ 0 0 U uN Oa0ac ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek• O TM PANEL0... CLIP HYDRO-AW General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the . building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss I ype JUNAIDIE BUDIMAN PE 945161 ty Ply H PITON A 16472 Segovia Cir. N. 12177520 DR2289A A7 ROOF TRUSS Pembroke Pines, FI 33331-4627, 1 1 optional) A U A - L N W , L, MiTek Industries, Inc. 1 R1 s Aug 20 9001 Mr ek Industries, Inc. Wed Mar 1 1: age 1 1-0-04 3-9-4 7-0-0 1 11-8-0 16-4-1 1 19-6-13 23-4-0 1-0-0 3-9-4 3-2-12 4-8-0 4-8-0 3-2-12 3-9-3 Scale = 1:42.1 5x8 = 2x4 II 5x8 = 4 5 6 6.00 12 - i,, - 2x4 2x4 i 3 7 8 0 2 m Ia 0 0 3x8 = 11 10 9 3x8 = 3x4 = 5x8 = 3x4 = 7-0-0 11-8-0 16-4-1 23-4-0 7-0-0 4-8-0 4-8-0 6-11-15 Plate Offsets (X,Y): [ - - -1 , [4:0-2- - -1 1, [6:0-2-1, - -1 1, [7:0-1- -1-t 1, [ -8- - -1 1, [ -1-15, -1- 1, [1 -4- ,0- - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.24 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.29 10-11 > 956 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.11 8 "n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 366 Weight: 122 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D "Except' TOP CHORD Sheathed or 3-0-13 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 -' REACTIONS (Ib/size) 8 = 2193/0-4-0, 2 = 2284/0-4-0 Max Horz 2=135(load case 4) Max Uplift8=-1281(load case 4), 2=-1487(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4228, 3-4=-4058, 4-5=-4347, 5-6=-4347, 6-7=-4056, 7-8=-4225 BOT CHORD 2-11 =3728, 10-11 =3677, 9-10=3676, 8-9=3724 WEBS 3-11 =-95, 4-11 =815, 4-10=837, 5-10=-810, 6-10=839, 6-9=814, 7=9=-92 NOTES (7-6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition. II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical cormection (by others) of truss to bearing plate capable of withstanding 1281 lb uplift at joint 8 and 1487 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. !` 6) Special hanger(s) or connection(s) required to support concentrated load(s) 602.71b down and 724.81b up at 16-4-1, and t 603.21b down and 725:O1b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the ..;•• building designer. } .••"/ 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. '•:.P q-"!/ LOAD CASE(S) Standard * a 4 jj 611) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 - Uniform Loads (plf) 10 Y)[. Vert: 1-4=-74.0, 4-6=-160.3, 6-8=-74.0, 2-11=-20.0, 9-11=-43.3, 8-9=-20.0 -0 , _ OFConcentratedLoads (Ib) p "TAT . Vert: 11=-603.2 9=-602.7 . ' • 0R Q aL March 13,2002 WARNING - Veryi; design parameters and READ NOTES oNTms AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown. and Is for an Individual building_, componentto be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not quss . designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during conshuctlon is the responsibility at the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding tabrloation, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M HandlingInstalllnaandBracingBocommondatlonavailablefromTrussPlateInstitute, $83 D'Onofilo Drive, Madison, WI53719. '® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches: Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING gr1A Indicates location of joints at which bearings (supports) occur. os FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 o WEBS J5 a: 0 0 O a 0L-JL-CN43 C7 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM. LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190. WISC/DILHR 870040-N, 930013-N, 910080-N M! MiTeke TM PANEL CLIP MYDRD,40R Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions. shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. j F— lob Truss Truss Type JUNAIDIE BUDIMAN PE N45161 ty Ply H RT N 2289 A DR2289A A9 16472 Segovia Cir. N. ROOF TRUSS t 1 12177521 I Pembroke Pines, Fr 33331-4627. optional) ACCU-SPAN-TH, L N W D; FL 4. T 1 s Jan)02 MiTek Industries, Inc. Tue Mar 12 1 : Page 1 1-0-0 4-9-4 9-0-0 .. 14-4-1 a :16-6-13 . - 23-4-0 1-0-0 - 4-9-4 4-2-12 5-414-2-12 , 4-9-3. Scale = 1:41.7 46 4x8 = 4 5 2x4 zxa, Io 3x4 = 9 8 3x4 = 3x8, - 5x6 — o10- 0 14-4-1 -. 23-4-0 - - - 9- 0-0 54-1 8-11-15 Plate Offsets (X,Y): [5:0-5-4,0- -01,[ :0- - -01 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl' PLATES GRIP TCLL - 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) .. 0.08 9 > 999 M1120 - „' 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.15, Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight:'11.1 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-12 oc purlins. BOT CHORD 2 X 4: SYP No.2D ' BOT CHORD Rigid ceiling directly applied or 6-2-1,5 oc bracing. WEBS 2 X 4 SYP'No.3 REACTIONS ( Ib/size) 7 = 1081 /0-4-0, 2 1 172/0-4-0 Max Horz 2 =163(1oad case 4) . Max ' Uplift7=-556(load case 5), 2=-720(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1.773, 3-4=-1439, 4-5=-1295, 5-6=-1439, 6-7'=-1772 ' BOT CHORD - 2-9 =1568, 8-9 =1295, 7-8 =1567 WEBS 3-9 = -317, 4-9 = 286, 5-9 = 0, 5-8 = 285, 6-8 = -316 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 fttabove ground level, using, 5.0, psf top chard dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an'occupancy category II, condition.11 partially enclosed' building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals"exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding.r, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 556 lb uplift at joint 7 and 720 lb uplift at joint 2: 5) This truss has been designed with ANSI/TPI 1-1995'criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED: LOAD CASE(S) Standard U SIFl; f No, 4.5161 ,x STATE 4F March 13,2002 WARNING - VeWy design parameters and REdD NOTES ON THIS AND REVERSE &WE BEFORE USE. ®® ® Design valid for use only with MITek connectors. This design Is `based only upon parameters shown, and Is for an Individual bulkding component to be MAI_ ; Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not buss - deslgner: Bracing shown is lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brhrcing of the overall structure Is the responsibility of, the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 ITekp Handling. Installina and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND.ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches; Apply plates to: both sides of truss and securely seat. For 4 x 2 orientation, locate platen 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 0 0 U a 0 PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 " LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR. 870040-N, 930013-N, 910080-N . BEARING. Indicates location of joints at which bearings (supports):occur, MoTek® TM PANEL CLIP FORM018,019 canniG-way,® M1i(a%RMAIR O . Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions, - shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate: without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply HRTON-2289 A DR2289A AGAB 16472 Segovia Cir. N. ROOF TRUSS 1 1 12-1775 22 Pembroke Pines, Fl 33331-4627. optional) A U- PAN-TH, L N W D, L : 4. 01 R1, s Jan 0 i ek Industries, Inc. Tue Mar 12 1 9 Page Jr. 1-0-0 5-2-4 9-i0-0 - -14-5.12 19-e 0 2aa o. 1-0-0 - . 5-2-4 -.: _ 4-7-12 ., 4-7-12 s 5-2-4 1-0-0. Scale = 1:37.3 4x6' 4 ' 6.00 F12 3 5 3x4 — ._ . . B...._. 3x4 = 5x8 9-10-0 9-10-0 9-10-0 Plate Offsets (X,Y): [8:0-4- 1, [1 - - 1, [18:0-0- ,0- - 1, [1 -0-0, -0-01, (0: - - - - 1, [ 1:0- -0, -0-01, [ 0-0-0 , 70- , -0- 1, 24:0-0-0,0-0-01, [25:0-0-0,0-0-01, [26:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft.,. PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.47_ Vert(LL) 0.05 8 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TLY -0.22 6-8 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.19, Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL.Min I/defl = 360- Weight: 111 lb LUMBER BRACING. TOP CHORD 2 X 4,SYP No.2D TOP CHORD Sheathed or 5-3-9 oc purlins. BOT CHORD "2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-10 ocbracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1000/0-4-0, 6=1000/0-4-0 Max Horz 2=161(load case 4) Max Uplift2=-587(load case 4), 6=-587(load case 5) FORCES 0b) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360; 6-7=17 BOT CHORD 2-8 =1204, 6-8 = 1204 WEBS 3-8=-360, 4-8=531, 5-8=-360 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated -by'120 mph winds at 25 ft above ground level, using 5.0,psf top chord dead load and 5.0 psf bottom chord dead load, in'the gable end roof zone on an occupancy. category 11, condition 1I• partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind...If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs -exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc.. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 2 and 687 lb uplift at joint 6. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC.2001, BASED ON THE PARAMETER INDICATED. l i 13J LOAD CASE(S) Standard\ i io. 4'51E1 Ir rry ty WARNING - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® @ Design Valid for use only with Welk connectors. Thisdesign Is based only upon parameteis'shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responssibillty of building designer not truss designer. Bracing shown is forbteral support of Individual web members only. Additional temporary bracing to Insure stability during construction is.the - responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of thebuildingdesigner. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HI11'-91 IT k° Handling InstallingandBracingRecommendationavallablefromTrussPlate. Institute, 583 D'Onotrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND -ORIENTATION Failure t0 Follow Could Cause Property 13/. *Center plate on joint unless Damage Or Personal Injury ' dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to, both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 c3 other. O WEBS . J5 3, Place plates on each face of truss at each For 4 x 2 orientatioh,locate 3 Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c o a ti ` at joint locations, truss and vertical web. a o 4, Unless otherwise nosed, locate chordsplices at 1/4 length(+ 6" from paneladjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LE FT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 . continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M I4 ekengineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIPFORM018, 019 .. aAwo-nuu 0 HY®RDAIR® 1(6-5 Job Truss Truss Type ty Ply H FITAJUNAIDIEBUDIMANPEif45161 12177523- DR2289A B ROOF TRUSS 16472 Segovia Cir. N. 5 1PembrokePines,.Fl 33331-4627, optional) A CU- PAN- H, L NGW D, FL,,Mi .ek Industries, Inc. 4.201 SR1 s'Aug 20 2001 Mi ek Industries, Inc. Wed Mar 13 0 1: age 1-0-Q 6-10-8 _ 13-5-8 20-4-0 1-0-0 6-10-8 , 6-7-0 6-10-8 ; 5x8 73x4=' Scale = 1:56.7 6.00 Fl2 ' : 11 wlwedge:. 5x6 5x6 v 2x4 11 3 9 7 3x8., a __ 3.0012 6 2 10 1 5x6. , . ...... o .3x4 . .._.,.; ... , ... 3x4 i 4x6 ii 6-1 0-8 13-5-8 20-4-0 6-10-8 6-7-0 6-10-8 Plate Offsets (X,Y): [2:0-4-8,0-2-11, [4:0-3-0, -3-41, [5, - - , -3-41, [6:0-3-3,Ed el, [1 - - 1 LOADING (psf)" SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES :- GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) '' 0.12 1.0 >999- M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.20 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0:94 Horz(TL),- -0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/dell = 360 Weight: 1.A3 lb. LUMBER BRACING TOP CHORD "2 X 4 SYR No.2D" TOP CHORD Sheathed or 3-6-1 oc puffins, end verticals. except BOT. CHORD 2 X 4'SYP No.2D BOT CHORD Rigid ceiling directly applied "or 4-7-11 oc"bracing. WEBS 2.X 4 SY.P No.3 WEBS- 1 Row at midot 6-9 SLIDER i'eft'2 X 4 SYP No.3 3-7-15 REACTIONS (lb/size) 6 = 988/0-3-8; 2 =1030/0 8-0 Max Horz 2=853(load case 4) Max Uplift6=7826(load case 4), 2=-465(1oad case 4)-' FORCES (Ib) - First Load Case Only TOP CHORD 1-2=7, 2-3--2334, 3-4=-2334, 4-5=-1273, 5-6=-1263, 6-11 =-10, 7-11 =-10, 6-8=67 BOT"CHORD 2-10=20959-10=2092, 8-9=0 WEBS 4-10=135, 4-9=-894, 5-9=-485, 6-9=1642 1) This truss has been designed for the wind "loads generated by 120,mph winds at 25 ft above ground level, using75'.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,• condition II partially enclosed building,.with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not - exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber,DOL increase is 1..33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 826 lb uplift at joint 6 and 465 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Gap between inside first I of top chord bearing and diagonal or.vertical web shall not exceed 0.500in. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON. THE PARAMETER INDICATED. LOAD CASE(S) Standard" No. 4 5161 ,k STATE of March 13,2002 WARMNO - Verlb design parameters and READ NOTES ON THIS AND REVERSE'SIDE BEFORE USE. ®® Design void for use only with Milek connectors. This design Is based only upon parameters shown, and Is for on individual building; component to be' Installed and loaded vertically. APPll6ablllty of design parameters and proper Incorporation `o1 component is responsibility of building designer not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector,. Additional permanent bracing of the overall structure Is the responsibility of the bullling designer. For general gukfance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 IT k® Handling Installing. and Bracing Recommendation availablefrom Truss Plate Institute, SW D'Onofrlo DrlVe, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in.inches. Apply plates to both sides of truss and sec.urely seat. A„ ye^ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS a Q Cr WEBS IJ50 3ccO Oaa 1. c8 c7 cs00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 ` LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR. 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MAW MiTek TM PANEL CLIP FOW018,019 OA YM-MAIL ® HYDRO -AIR ® Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each. joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. I (6-5 Job russ Truss Type t y PIy H R N A JUNAIDIE BUDIMAN PE #45161 12177524 DR2289A B1 ROOF TRUSS 16472 Segovia Cir. N. " 16 1 Pembroke Pines, Fl 33331-4627. optional) A lJ- PAN- H, L .N WOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi .ek Industries, Inc., Wed Mar 1 1:0 age 1 57-13 1 1=0-3 16-8-0 r 1-0-0 5-7-13 5-4-5 5 7-13 5x8 7 3x4= Scale = 1:45.7 it w/wedge s. 6.00 rfF 2x4' l l 5° 5x6 2K4 II 3x8 3.00 F1£ 2 10 3x4 0 4x6 II .. 5-7-13 11-0-3 16-8-0 5-7-13 5-4-5 5-7-13 Plate Offsets (X,Y): [2:0-4- --11,[4:0-3-0, -3-01, [ :0- - ,Ed el,[1 :0--0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI - DEFL in (loc) I/dell PLATES „ GRIP TCLL 30.0 Plates Increase 1.33 TC 0:52 Vert(LL) 0.09 10 >999 M1120 - 249/190 TCDL 7.0 Lumber Increase 1:33 BC 0(38 Vert(TL) -0.12 9-10 >999 BCLL 0.0 Rep Stress Incr, YES WB 0.79 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 93 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins, except end verticals. BOT.CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 5-3-1 1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 2-11-12 REACTIONS'(Wsize) 6=816/0-3-8, 2=851/0-8-0 Max Horz 2=707(load case 4) Max Uplift6 = -681 (load case 4),.2 = -392(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1841, 3-4=-1841, 4-5=-1014, 5-6=-1014, 6-11=-10, 7-11=-10;-6-8=55 BOT CHORD 2-10=1644, 9-10=1641, 8-9=0 WEBS 4-10=1 10, 4-9 =-687, 5-9 =-399, 6-9 =1327 - 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not: exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. :The lumber DOL increase is 1.33, and the plate grip increase is 1.33- 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 6 and 392 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria.- 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. i 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard NO, 4 5161 • y, a` w Y 4 STATE OF •. t, - S'• 0 R14,.'a'' S Qwa March 13,2002 WARNING - Vertjy design parameters and READ NOTES ONTZIM AND REVERSE SIDE BEFORE USE: „ Design valid for use only with MITek connectors. This design is based only, upon parameters,shown, and Is lot an Individual building component tojbe ass suit Installed and loaded vertically. Applicability of design parameters and proper Incorporation"of'component Is responsibility of building designer - not truss Inadesigner. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing'of the overall structure is the responsibility of the building designer. For general guidance - regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard,-DSB-89 Bracing-Speetficatlon, and MR-91 - 1Tek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719.. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 O_ o O O U F- a c8 c7 w O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 0 MiTek@ . PANEL TM GANG -MAIL ® I1YD 80,A/RO Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the. building designer, erection supervisor, property owner and all other interested parties..' 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions, shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with' stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Lm.e n .. .- . - ._ e - 1. - _ _. e . -_ _ m-.__ _._ __ e_ e._J Job rusS truss Type JUNAIDIE BUDIMAN PE #45161 ty P y TON 2289 A DR2289A BB ROOF TRUSS 16472 Segovia Cir. N. 1 1 12177525 Pembroke Pines, Fl 33331-4627. optional) A A - LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar 13 08:51:10 2002age 1 1- 0-0 7-6-0'. 14-7-0 1- 0-0 7-6-0, 7-1-0 Scale = 1:26. 4x6 = 4 6. 00 rTF 3 5 7 5x6 = 6 2 3x4 3x4 1 3x4 3x4 3. 00 FfZ- 4x6 II 3x6 11 7- 6-0 1 4-7-0 7- 6-0 7-1-0 Plate Offsets MY): [ :0-4- -2-1 ,[ :0- -4, - -1 I LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) -0.1 1 7 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.12 7 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 63 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS ( lb/size) 6=679/0-3-0, 2=763/0-8-0 Max Horz 2=130(load case 4) Max Uplift6 = -363(load case 5), 2=-455(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT' CHORD 2-7 =1 125, 6-7 =1 125 WEBS 4-7=690 6- 5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building; with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and 455 lb uplift at joint 2. b n 5) This truss has been designed with ANSI/TPI 1-1995 criteria'. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard k No. 4 5161. STATE OF 16. 0 R ED - QNa1. March 13,2002 WARMNO - VerM design parameter and READ NOTES ON TffiS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of deslgri parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88. Qualify Standard, DSB•89 Bracing Specification, and HIB-91 iTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofilo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plate's to both sides of truss and securely seat. yB" , T 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dim-ension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M1 MiTeko " General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each cc joint and embed fully. Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions. shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins . provided at spacing shown on design. 11. Bottom chords require lateral bracing at.10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with, stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional _ engineer. 15. Care should be exercised in handling, M erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H RTON 2289 A DR2289A BBGAB 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, I'l 33331-4627. 1 1 12177526 A-CCCUL-S optional) PAN- TH, LONGWODD-,F-L, MiTek Industries, Inc. 4-.20-1SRI s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1-0-0 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale = 1:26.E 4x6 4 2x4 11 2x4 II 6.00 Fff C71 1 3 5 7 5x6 = 6 2x4 11 2x4 ii 2 3x4 3x4 3x4 i 3x4 3.00 FiT 4x6 11 3x6 11 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets (X,Y): [2:0-4-8,0-2-11, (6:0-2-4,0-2-131 LOADING (psf) SPACING 2-0,0 CS1 DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LQ -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC, 0.39 Vert(TL) -0.12 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL)', 0.06 6 - n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 68 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (lb/size) 6=679/0-3-0, 2=763/0-8-0 Max Horz 2 = 130(load case 4) Max Uplift6 = -363(load case 5), 2 = -455(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 = 1125, 6-7 = 1125 WEBS 4-7 = 690 8-7) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at.25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer 13 should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and I d 0qj455lbupliftatjoint2. • 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.. No, 4.5161 b LOAD CASE(S) Standard 0. 40JTATE OF A L March 13,2002 WARNING - verify design parameters and READ Norm ON THIS AND REVERSE SIDE BEF0,11tt USE., 0 Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Appilcobillity of design parameters and proper Incorporation of -component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 MiTekHandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofflo Dilve, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 1'/4 to,4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING WnA Indicates location of joints,at which bearings (supports) occur, aR FORMOl 8,079 Numbering System J2 J3 J4 TOP CHORDS cz Q o WEBS J5 o _ o O a. O r- a ce cz u O0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke PANEL TM CLIP GANG -NAIL ® HYDRO -AIR Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions.. shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at. 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional _. engineer, 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. N. a — Job ruse Trus.s Type JUNRIDIE BUDIMAN PE 1145161 ty Ply H N A 12177527 DR2289A BGAB1 MONO TRUSS 16472 Segovia Cir. N. 1 1PembrokePines, FI 33331-4627, optional) AN- H, LONGWOOD, FL, MiTek Industries, --Inc. 4.201 SR1 s Aug "20 2001 Mi ek Industries, Inc. Wed Mar 1 10 age 1 16-8-0 100 1680 2x4 II Scale = 1:47.0 11 2xa II 10 9 2x4 6.00 FiT 8 2x4 II 7 2x4 II 2x4 II 5 2x4 II 5x6 a 4 3 2 1 3x4 - 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 5x6 = 2x4 II - 16-8-0 . 16-8-0 Plate Offsets KY): 1, [1 - - I LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 10-1 1 > 891 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 12 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 1 1 1 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X'4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt , 10-12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 204/16-8-0, 13=185/16-8-0, 12 = 89/16-8-0, 14=190/16-8-0, 15=188/16-8-0, 16=187/16-8-0, 17=190/16-8-0, 18=178/16-8-0, 19 = 228/16-8-0 Max Horz 2=699(load case 4) Max Uplift 13 = -1 50(load case 4), 12=-69(load case 4); 14=-162(load-case 4), 15=-158(load case 4), 16=-158(load case 4), 17=-160(load case 4), 18=-153(load case 4), 19=-236(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 23, 2-3 = 38, 3-4 = -38, 4-5 = 33, 5-6 = 32, 6-7 = 32, 7-8 = 32, 8-9 = 32, 9-10 = 24, 10-11 = -9, 10-12=-75 BOT CHORD 2-19=8, 18-19=1, 17-18=1, 16-17=1', 15-16=1, 14-15=1, 13-14=1, 12-13=1 WEBS 9-13=-146, 8-14=-150, 7-15=-148, 6-16=-148, 5-17=-149, 4-18=-143, 3-19=-174 7-6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" !` 31 Gable requires continuous bottom chord bearing. i 13 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 13, 69 Ibti',.•' 12, 162 lb at 14, 158 lb 15, 158 lb 16, 160 lb 17, 153 ' 4j. ' uplift at joint uplift joint uplift at joint uplift at joint uplift at joint lb uplift at joint 18 and 236 lb uplift at joint 19. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED: : N0.451E# LOAD CASE(S) Standard py QFATE =t: R0 March 13,2002 WARNING - VerVy design parameters and READ NOTES ON TSIS AND REVERSE SIDE BEFORE USE. Design void for use only with MlTek connectors. This.deslgn"is based only upon parameters shown, and Is for an Individual bullding;compone rt to be Installed and loaded vertically. Applicability of design- parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB'-91 ® MiTekHandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onoffic, Drive, Madison, Wl53719. - Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and sec urely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. 0 0 U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 P J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 0 Q 0 0 a 0 PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. e®® MiTek® PANEL TM CLIP FORM018,019 mAjYr a AJL ® HY®R®,AIR® Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions. shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins . provided at spacing shown on design, 11. Bottom chords require lateral bracing at.10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional " engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. J DR2289A E ROOF TRUSS 2 1PembrokePines, Fl 33'331-4 . 627. optional) ACCU-SPAN-TH, L0NGW0DD_,T—L, MiTek Industries, Inc. 4.201 SR1 - Inc. Wed Mar 13 08:51:13 2002 Rage 1 Scale 1:19. LOADING (psf) SPACING 2-0-0 CS1 DEFL in Yoc) Udell PLATES GRIP LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - First Load Case Only WEBS 3-7=-206 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 8 and 400 lb uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard OE 13 No, 4.5161 STATE OF March 13,2002, AWARKIING - VerW design pararneters and READ NOTES ON TMS AM JWWRSE SWE BF"RE USE - Design valid for use only with MiTek connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponsibillty of the erector. Additional permanent br)3cing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification. and HIS-91 MiTekHandlingInstallingandBracingRocomm*ndation available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint_unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 400", continuous lateral bracing. BEARING nA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS Ca Q o WEBS J5 o_ n O a CB C7 C6 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR GANG -NAIL 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MiTek PANEL TM CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the, building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions, shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with. stacks of construction materials. 14. Do not cut or alter truss member or plate. without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. i F Job Truss Truss Type ty Ply H T N AJUNAfDIEBUDIMANPE #45161 12177529 DR2289A EGAB ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627, optional) ACCU-SPAN-TH, L N W D, L 4.201 SR1 s Jan 2 2002 MiTek Industries, Inc. ue Mar 12 1 : age 1 1-0-0 4-8-0 9-4-0 10-4-0 1-0-0 4-8-0 4-8-0 1-0-0- Scale = 1:19.3 4x6 = 3 6.00 12 _ 2x4 11 . - 2x4 11 4 2 - - LJ 5 Io 2x4 11 6 2x4 11 ._ 2x4 = 2x4 11 2x4 = 4-8-0 9-4-0i 4-8-0 4-8-0 Plate Offsets ( ,Y): [9: - -0, - - 1, [10:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.01 6 >999 - M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 2-6 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a . BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) . 2 = 51 1 /0-8-0, 4 = 51.1 /0-8-0 Max Horz 2=-92(load case 5) Max Uplift 2 = -326(load case 4), 4=-326(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =17, 2-3 =-424, 3-4 =-424, 4-5 =17 BOT CHORD 2-6=372, 4-6=372 WEBS 3-6=87 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, inthe gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1..33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 2 and 326 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. ipG.`•]..L. flQLOADCASES) Standard No. 45161 OTATE of Y Na' OR sNALMarch 13,2002 AwARNINO - Vsr{ jy design pammstsn and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid for use only with Mliek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applloablllty of deslgn'parameters and proper Incorporation of component Is responsibility of building designer - not buss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® HandlingInstalllnqandBracingRocommondatlonavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, W 153719. Symbols PLATE LOCATION AND ORIENTATION 1'/. *Center plate on joint,unless dimensions indicate otherwise, Dimensions are in inches.. Apply plates,to both sides of truss and securely seat. e>, For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING nA Indicates location of joints at which bearings (supports) occur L. rff— I I FORM018,019 J2 J3 J4 TOP CHORDS c2 c3 o WEBS J5 o_ o Cr O a s+ O' a c8 c? ce 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N ems® MiTek TM PANEL CLIP GANG -NAIL ® 17Y®RO-MIR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the , building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions. shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with. stacks of construction materials, 14. Do not cut or alter truss member or plate. without prior approval of a professional " engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. j Job Truss truss Type ty 1 Ply H RT N 2289 A JUNAIDIE BUDIMAN PE #45161 12177535 DR2289A FG19 FLOOR 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) A U PAN -Tit, N W L, MiTek Industries, Inc. 4. 1 1 s Aug i ek Industries, Inc.. Wed Mar 13 08:51:20 2002 Page 1 3-4-0 6-6-4 1 9-8-8 _ 12-10-12 - 16-1-0 19-5-0 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Scale = 1:33.3 2x4 11- 5x6 - 2x4 II 4x8 - 2x4 II 5x12 -II 1 7x8 - 2 3 4 5 6 7' 13 12 11 10 - 9 15 3x6 II - 7x8 = 2x4 II ;' 4x6 -. 7x8 - 7x8 - - 3-4-0 1 6-6-4 9-8-8 1,2-10-12 16-1-0 19-5-0 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Plate Offsets (X,Y): 13: - - 1, [7: - - ,0- - 1, 1 -4- -4- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl- PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.46 10-11 >495 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.63 10-11 >360 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 480 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-5 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except' 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D REACTIONS (lb/size) 14 = 1065/0=6-0, 8 = 1593/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD 1-14=-851, 1-2=-2577, 2-3=-2577, 3-4=-4771, 4-5=-4771, 5-6=-2924, 6-7=-2924, 7-8=-931 BOT CHORD 13-14=513, 12-13=4726, 11-12=4771, 10-11 =4750, 9-10=4750; 9-15=564, 8-15=564 - WEBS 1-13=2160, 2-13=-220, 3-13=-2253, 3-12=296, 4-11 =-260, 5-11 =21, 5-10=178, 5-9=-1907, 6-9 = -239, 7-9 = 2464- 5-4) 11 This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. 4) Special hanger(s) or connection(s) required to support concentrated load(s) 564.O1b down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase=1.00 Uniform Loads (plf) !`F- 13 f Vert: 1-7=-100.0, 8-14=-10.0 LJConcentratedLoads (lb) Vert: 15=-564.0 f+ No, 4 5161 STATE of •'` 4 L March 13,2002 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. --® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general gukJance regarding fabrication, quality contiot, storage, delivery, erection and bracing, consu8 QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 ' Handling Installing and Bracing RecommendMe® 1.-_- Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate. otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat, T For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 o WEBS J5 o _ o h ; ; ccUO O F- a O_ c8 c? ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190. WISC/DILHR 870040-N, 930013-N, 910080-N MiYek® TM PANELO. CLIP HYDRO -AIR Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the . building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Li-. Job russ Truss Type JUNAIDIE BUDIMAN PE t145161 ty Ply H T N 16472 Segovia Cir. N. 12177537 DR2289A FG23A FLOOR Pembroke Pines, FI 33331-4627. 1 12 optional) A U- PAN- H, L W L, MiTek Industries, Inc. 4. 1 R1 s Aug 20 2001 MiTek Industries, Inc. Wed,Mar 1 1 : Page 3-1 1'-0 7-8-4 11-5-8 15-2-12 19-0-0 22-1 1-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Scale = 1:39. 5x6 _ 2x4 II 5x6 = 2x4 11 4x8 = 2x4 II 4x6 = 1 .2 3 4, 5 6 7 13 12 11 10 - 159 8 3x6 II 5x8 =' 2x4 11 4x6 = 7x8 = 4x10 = 3x6 II 3-11-0 7-8-4 11-5-8 15-2-12 19, 0-0 22-1 1-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Plate Offsets (X,Y): :0-3- -3- 1, (10: -4- -4- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL`;_ in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL)-0.54 10-1.1 > 504 M1120 249/190 TCDL 10.0 Cumber Increase 1.00 BC 0.67 Vert(TL) -0.74 10-11 >366 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/deft = 480 Weight:.240 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-0 oc purlins, except end verticals. BOT CHORD 2 X`6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* - 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No:2D 3-13 2 X 4 SYP No.2D, 5, 11 2 X 4 SYP No.2D 5-9 2 X 4 SYP No.2D, 7-9 2 X 4 SYP No.2D REACTIONS (lb/size) 14= 1378/0-6-0,.8= 1859/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-14=-1084, 1-2=-3957, 2-3=-3957, 3-4=-7771, 4-5=-7771, 5-6=-5807, 6-7=-5807, 7-8=-1562 BOT CHORD 13-14=798, 12-13=7695, 11-12=7771, 10-11 =8538, 10-15=8538, 9-15=8538, 8-9=800 WEBS 1-13=3264, 2-13=-240, 3-13=-3867, 3-12=505, 4-11 =-273, 5-11 =-791, 5-10=428, 5-9=-2818, 6-9 =-239, 7-9 = 5166 7-6) 11 This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s).for'truss to truss connections. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 757.01b down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. lQte 13a7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) : NO; 4.5161Vert: 1-7=-100.0, 8-14=-10.0 Concentrated Loads (lb) Vert: 15=-757:0 O,3TAT(E OF March 13,2002 WARNING - VsrVy design pamrneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. o—® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss. designer. Bracing shown is for lateralsupport of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. for general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommondatlon available from Truss Plate Institute, 593 D'onofrlo Drive, Madison, WI53719. 'v' Symbols PLATE LOCATION AND ORIENTATION 1 3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 For 4 x 2 orientation, locate plates '/8" from outside edge of a truss and vertical web. 0o This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 0 cc 0 U a 0 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MI MiTekQD TM PANEL CLIP FORM018,019 5Ar-iQ wuL ® i!Y0R0AgR Failure to Follow Could. Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the . building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions.. shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. . 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate_ without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type ty Ply H R N AJUNAIDIEBUDIMANPEit45161 12177538 DR2289A J ROOF TRUSS 16472 Segovia Cir. N. 6 1 Pembroke Pines, A 33331-4627. optional) A U AN-TH, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR11 s Aug 20 2001 MiTek Industries, Inc.'Wed Mar 13 08:51:23 2002 Page 1. 1-0-0 7-0-0 1-0-0 7-0-0 3 Scale- 1:19. 6.00 FT2 2 1 , 4 2x4 - 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defy PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) 0.28 1-2 >53 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight:`24lb LUMBER BRACING TOP CHORD 2 X'4 SYP No.2D TOP CHORD Sheathed & 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 242/Mechanical, 2=418/0-4-0, 4 = 68/Mechanical Max Horz 2 = 291(load case 5) Max Uplift 3,=-305(load case 5),.2=-167(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 5-41 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 lb uplift at joint 3 and 167 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard XDV— 131 FATE OF ss QNA1.* 0 March 13,2002 WARMNO - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building_ designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrio Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 11/4 * Center plate on joint unless dimensions indicate` otherwise. Dimensions are in inches. Apply plates to both sides of:truss and securely seat. 1w, For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING A n w Indicates location of joints at Cd 1V which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS ca c3 o WEBS OcrtAO OU a oC7C16 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® TM PANEL l O ..: , `...: CLIP GANG -NAIL .. eneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 1 at joint locations. 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate, without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. w__.___J Job Truss Fruss Type ty Ply H N AJUNAIDIEBUDIMANPE7J45161 12-177539 DR2289A K ROOF TRUSS 16472 Segovia Cir, N, 3 1PembrokePines, FI 33331-4627. optional) A U- PAN-TH, L NGW D, FL, MiTek Industries, Inc. 4.201 S111 s Aug 0 1 i ek n ustries, Inc. Wed Mar 1 8: 1: 4 Page>1 1-0-0 5-0°0 1-0-0 5-0-0 a Scale -= 1:14.9 6.00 F12 _ .. .. .. - _ ... 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl - PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) ;` n/a n/a M1120 249/190 TCDL 7.0 LumberIncrease1.33 BC 0.10 Vert(TL);;: 0.09 1-2 >157 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix), 1st LC LL Min I/defl = 360 '. Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-0-0 oc'purlins. ' BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly` applied or 10-0-0 oc bracing. REACTIONS ( ib/size) 3 = 165/Mechanical, 2=327/0-4-0,'4=48/Mechanical Max. Horz 2=212(load case 5) Max Uplift3=-215(load case 5), 2=-151(load case,4) FORCES ( ib) - First toad Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 5- 4) 1) This truss has been designedforthe wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind'., If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate, grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 3 and 151 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE( S) Standard it 1, F1 g', No, 451E1 a: CC 13TATE OF r, r 0` ORID-'' March 13, 2002 AWARMNO - VerVy design parameters and READ NOTES ON TMS AND RE VERSE SIDE BEIs ORE USE. ® ® Design void for use only with MITek connectors. This design., Is based only upon parameters shown, and Is for an Individual building- ,component to be _ Installed and loaded vertically. Applicability of design parameters and. proper Incorporation of component is responsibility otbulfding designer - not truss __ designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during conshuctlon Is the l'' responsibility oftheerector.. Additional permanent bracing of the overall structure Is the responsibility of the building.. designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and. bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and Hi8-91 - M Recommendation availablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, Wl53719. Handling InstallingandBracingRecommend Symbols PLATE LOCATION AND ORIENTATION Centef plate on joint unless dimensions indicate otherwise, Dimensions are:in inches, Apply plates -to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web.. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4.x 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N GANG -NAIL 0 cc U a 0 F- MiTek TM PANEL CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection.. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. J Job I runs Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H R N 2 A 12177540 DR2289A KA 16472 Segovia Cir. N. ROOF TRUSS 1 1PembrokePines, FI 33331-4627. optional) A U- PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 R1 s Aug 20 2001 MI ek Industries, Inc. Wed Mar,13 08:51:25 2002 Page 1 5-0-0 5-0-0 2 Scale = 1:14.7 6.00 12 1 3 2x4 = -` 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) . n/a - n/a M1120' 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD" Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 224/0-4-0, 2 = 177/Mechanical, 3 =48/Mechanical Max Horz 1 = 199(load case 5) Max Uplift =-89(load case 5), 2=-218(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 1 and 218 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard pF— t3 gJ f J Vi N0.45161 Q STATE OF March 13,2002 WARNING - VerVy design parameters and READ NOTES ON Tm3 AND REVERS& SWE BEFORE USE. ® ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on, Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incoipoiatlon of component Is responsibility of building designer - not truss designer. Bracing shown is for loteral support of,IndNkdual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br icing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrloatlon, quality control, storage, delivery, erection and bracing, consuR OST-88 Quality Standard; DSB-89 Bracing Specification, and HIB-91 ® MHandlingInstolllnqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drlve, Madison, WI 53719. ' Syrnb®Is PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches,Apply plates'to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,01, continuous lateral bracing. BEARING N116Indicates location of joints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS c2 c3 o WEBS IJ5ocr O Q.2 O U a ce c2 Cf. O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N GANG -NAIL MiTek TM PANEL CLIP HYDRO -AIR Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions, shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins . provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type ty Ply H R N A JUNAIDIE BUDIMAN PE i745161 12177541 DR2289A L ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627. optional) FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1: age 1 1-0-0 3-0-0 1-0-0 3-0-0 3 Scale = 1:9.9 6.00 F12 2 1 4 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.02 1-2 >936 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL)-0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LLMin I/defl = 360 .. Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or,10-0-0 oc bracing. REACTIONS (lb/size) 3=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Horz 2=133(load case 5) Max Uplift 3 = -1 23(load case 5), 2=-142(load case 4) ` FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds. at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist; th_ey'are not exposed to wind: The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 142 lb uplift at joint 2: 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard XQ ` U r t No. 45lei Fp : OTAT) E i QNA1. March 13,2002 WARNING - Ver(fy design panx peters and READ NOTES ON TR'IS AND REVERSE BIDE BEFORE USE., ® Design valid for use only wtth MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibcingof the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 ® M'Tek HandlingInstolllnqandBracingRecomm*ndationavailable from Truss Plate Institute, 5113 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION . 13/1 * Center plate on joint unless dimensions indicate.otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS a M- caJ5o0O cI C6 I Or BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek TM PANEL CLIP TANG -NAIL ® HYDRO -AIR Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions., shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional' engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. u c Job I russ Truss Type JUNAiDIE BUDIMAN PE p4516.1 ty Ply H RT N 2289 A 12177542 DR2289A LA ROOF TRUSS 16472 Segovia Cir,'N• 1 1PembrokePines, FI 33331-4,627, optional) OD, FL, MiTek Industries, Inc. 4. 1 - R1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:27Page 1 3-0-0 300 2 Scale = 1:9.9 6.00 12 2x4 = 3-0-0 , 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.13 Vert(LL) n/a - n/a M112O 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight; 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical Max Horz 1 =12O(load case 5) Max Uplift =-50(load case 5), 2=-129(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 1 and 129 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard pj/ 1lptF- i3"4! No. 4.5161 STATE OF, r March 13,2002 WARNING • verVy design parameters and P&W NOTES ON TMS AND RET/ERSB SIDE BEFORE use: ® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be - Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss _ designer. Bracing shown is for lateral support of Individual web members only. Additional. temporary bracing to Insure stability during construction is the responsibillty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onohlo Drive, Madison, W153719. - sTek® Symbols PLATE LOCATION AND ORIENTATION 11/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat, e„ For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing, BEARING nA, Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS c2 Q o WEBS J5 Cr o _ oNcc U O O ti " U r- a ce c7 cb 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N PANEL TM CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, - 11, Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with: stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss rues Type ty Ply H N 9 A JUNAIDIE BUDIMAN PE tl45161 12177543 DR2289A M ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627. optional) A PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1: 0 age 1-0-0 1-0-0 1-0-0 . 1-0-0 3 Scale = 1:5. 6.00 FiT 2 4 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-010 oc bracing. REACTIONS (lb/size) 3 =-1 1 /Mechanical, 2 = 173/0-4-0, 4 =10/Mechanical Max Harz 2 = 71(load case 4) Max Uplift3 = -31 (load case 5), 2=-150(load case 4) Max Grav 3=31(load case 4), 2=173(load case 1), 4 = 100oad case 11 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist,'they are exposed to wind. If porches exist, they are not -exposed to wind. The - lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint and 150 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard iE 183 No, 4.5161 March 13,2002 WARNING - Vsr{jy design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be ELM _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer -- not truss __ designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91. MHandlingInstalllnqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofilo Drive, Madison, WI 53719. - '® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ yB" For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,10, continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. 0 er 0 U a O Numbering System J2 J3 J4 TOP CHORDS 0 Cr 0 U a O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek TM PANEL0.:::..._ CLIP. 0 HYDRO -AIR Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties- 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H T 2289 A DR2289A MA ROOF TRUSS 16472 Segovia Cir. N. 1 1 12177544 L, Pembroke Pines, FI 33331-4627. optional) A U- PA - H, LONGWOOD, MiTek Industries, Inc. 4. .1 SRI s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1: age 1 1-0-0 1-0-0 6.00 12 2 -Scale = 1:5.7 1 m 3 2xa = 1-0-0 i 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) - n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 000 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC ILL Min I/defl = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc'purlins. BOT. CHORD 2 X 4-SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 =45/0-4-0, 2 = 35/Mechanical, 3 =10/Mechanical Max Horz 1=42(load case 5) Max Uplift =-16(load case 5), 2=-45(load case 5) FORCES (lb) - First Load Case Only TOPCHORD 1-2=14 BOT CHORD 1-3=0 5-4) 1)This truss has been designed for the wind loads generated by 120'mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 . If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist :they are not exposed to wind. The - lumber DOL increase is 1.33, and the plate grip increase is 1.33 . 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 1 and 45 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard p, 183 No. 4 5161bb 10 • 4C STATE OF rV JOR March 13,2002 WARNING - VerVy design paransetefs and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. _® Design valid for use only with MITek-connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be .. _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrloation, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Tek® Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates .to both sides of truss and securely seat. . For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING A w Indicates location of joints at r) which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS ca c3 WEBS J5 cc O _ 0 U O Q. O a ce ci cc r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek TM PANEL CLIP G,o.NG-M,,L p HYDRO -AIR Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins . provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with,.. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type JUNAIDIE BUDIMAN PE #/45161 ty ly H RT N A 12177545 DR2289A MT MONO TRUSS 16472 Segovia Cir. N. 10 1 Pembroke Pines, FI 33331-4627. optional) A PAN- H, L N W i e Industries,Inc.1 R1 s Aug 1 I ek Industries, Inc. Wed Mar 1 1: Page 1 1-0-0 2-6-0 1-0-0 2-6-0 2x4 II Scale = 1:8. 3 6.00 F`17 2 C, —X 2x4 - 4 1 2x4 it 2-6-0 2-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.00 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC ILL Min I/deft = 360 Weight 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 191/0-1-8, 4=108/0-1-8 Max Horz 2=1390oad case 4) Max Uplift2=-128(load case 4), 4=-94(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=0, 3-4=-85 BOT CHORD 2-4=0 6-5) 1) This truss has been designed for the wind loads generated by 120 mph winds.at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95. If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. - 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 94 Ib uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard. XDI 13 eta. 4.5161 ,tr Yp' A oRssQNAL March 13,2002 WARNING - ver jfy design parameters and READ NOTES ONTHIS AND REVERSE BIDE BEFORE USE. s— Design valid for use only with Mllek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss _ designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the.. responsibility of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and Hill-91 M iTek® Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 583 D'OnOtrb Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches.'Apply plates to both sides of truss and securely seat. .. 17-1 For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 Cr O _ o Q U O y O U a Oc8c? cb BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® PANEL TM CLIP GANG -NAIL ® OBYDRO- AW o Genera! Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job r russ Truss Type Qty Ply N 89 A JUNAIDIE BUDIMAN PE #45161 1 12177546 DR2289A S ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines, FI 33331-4627. optional) A J- PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MI ek Industries, Inc. Wed Marl : 1: 1 2002 P`a`g`e_T_ 1-5-0 5-2-5 9-10-13 1-5-0 5-2-5 . 4-8-7 4 Scale - .2 4.24 12 3z4 d. 3 2 1 2x4 - 5-2-5 9-10-13 5-2-5 4-8-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl - PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=312/0-1-8, 2=523/0-5-11, 5=430/Mechanical Max Horz 2=368(load case 2) Max Uplift4 = -363(load case 5), 2=-283(load case 2), 5=-206(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=35, 2-3=-943, 3-4=76 BOT CHORD 2-7=865, 6-7=865, 5-6=0 WEBS 3-7 =166, 3-6 =-942 6-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 4, 283 Ib uplift at joint 2 and 206 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard ,Q VE IS+% 1) Regular: Lumber Increase=1.33, Plate Increase = 1.33 ..••.• /A Uniform Loads (pIf) FVert:1-2=-74.0 Trapezoidal Loads (pIf) Vert: 2=4.4-to-4=-183.1, 2=0.0-to-5=49.5 * • No. 4 5161 STAVE OF w ORk March 13,2002 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SME BEFORE USE. ®® Design valid for use only with MtTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brarcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 / MHandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719: ® IN Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and s:ec urely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 ca WEBS J5 Q 0cr0 O a ce c7 u O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM018,019 GANG -NAIL @ yog-goryal® Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. PLOT PLAN DESCRIPTION (AS FURNISHED) LOT 92, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK '62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1' — 30' GRAPHIC SCALE 0 15 30 LOT 92 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 1787 SQUARE FEET t TOTAL CONCREFE 564 SO. FT. t TOTAL SOD 3129 SO. FT, t TRACT „B„ OPEN AREA 50.00' z S90'00'00"E 26._ LOT 92 DRAINAGE TYPE A' 11 i i i PATIO, 5.0' 5.0' 40.0' W 40.00' LOT 91 0 0 00 LOT 93 o0 00OPROPOSEDoNOQ - O 2289 r< a 0 — - - FINISH FLOOR ELEVATION=29.1z /C Q e-- V) in 5.3' a 5.0' 19.7' ;.. 15.0' 10' UTILITY EASEMENT N90'00 00 W 50.00' o;o 0 b10 U - I01ij0:" 11 0; 70_00' 350.00' API O APT S90'00'00"E - 420.00' 1 LUSITANA WAY CENTERLINE OF I Q. CT „ A RIGHT-OF-WAY Q, TRACT Q50' RIGHT OF WAY PLANS REVIEWED CITY OF SANFORDBUILDINGSETBACKS FRONT: 25' REAR: 20' LEGEND SIDE: 5' CORNER: 15' BUILDING SETBACK LINE CENTERLINE - MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY - RIGHT OF WAY LINE POL POINT ON LINE - PREPARED FOR: XX PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE D.R. HORTUN PROPOSED DRAINAGE FLOW OR C OFFICIAL RECORD 1. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE0 PD PLANNED DEVELOPMENT o DENOTES DELTA ANGLE PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS LS LAND SURVEYOR L DENOTES ARC LENGTH G.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE _ THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCYTHEPROPOSEDHOUSE. REFER TO HOUSE PLAN AND OPTION M) MEASURED CALCULATEDLISTFORCONSTRUCTION. NDFND FOUND A/C AIR CONDITIONER ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA C/ CONCRETE WALK caw CONCRETE BLOCK WALL FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES WSW SIDEWALK RP RADIUS POINT R RADIUS - ONLY, - THIS IS NOT A SURVEY CP CONCRETE PAD PB PLAT BOOK CS CONCRETE SLAB - C CHORD LENGTH THIS IS A PLOT PLAN ONLY PGS PAGES SO. FT. SOUARELFEET DE ORB OFICIALFRECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL LAND SHOWN HEREON FOR EASEMENTS, RIGHT RESTRICTIONS OF RECORD WHICHNO1202890045EDATED4/17/95 AND FOUND kr OF WAY, MAY AFFECT THE TITLE OR USE OF THE LANDTHESUBJECTPROPERTYAPPEARSTOLIEINZONEA, ut 2. NO UNDERGROUND IMPROVEMENTS HAVE BEENAREAWITHIN100YEARFLOODPLAIN. LOCATED'EXCEPT AS'SHOWN. 3. NOT VALID WITHOUT THE SIGIIATURE AND THE ORIGINAL BEARINGS SHOWN HEREON ARE BASED ON THE RAISED SEAL OF A FLORIDA LICENSED SURVEYOR EASTERLY LINE OF LOT 92 AS AND MAPPER. BEING NOO'00'00" E PER PLAT. FIELD DATE:) REVISED:^ SCALE: 1 = 30 FEET APPROVED BY: SJ AMERICA 1 SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 FOR THE4RMASM42142JOBNO. 320 EAST SOUTH STREET, SUITE 180 l FIRM MODEL CHANGE a-7-o3 JML ORLANDO. FLORIDA DATEDRAWNBY: LOT PLAN 07/24/03 SOD 32801— (407) 426-7979 WILLI.A28 I A