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HomeMy WebLinkAbout1116 W 7 St 07-1025 New SFH (2)PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER 1 to w PROPERTY OWNER (- fruV 17 ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE Sk SUBDNISION PERMIT # O ' DATE S 0 PERMIT DFSCRTPTION o S I F PERMIT VALUATION OJ . 0 tip SQUARE FOOTAGE D C7 d M cn cn E n O 0* CITY OF SANFORD P.O. BOX 1788 SANFORD IFL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Is. Date . . . . . . 10/01/07 Pa, el Number . . . . . 25.19.30.5AI-0000-0000 Pr( arty Address . . . 1116 W 7TH ST SANFORD FL 32771 Su' .ivision Name . . . Le Description . . . Pr, arty Zoning . . . . ow. . . . . . . . . . Co: -actor . . . . . . Ap, ._cation number De :iption of Work Cc: :=ruction type . . . Oc )ancy type . . . . F1 . Zone . . . . . SINGLE FAMILY Bacon, Evans/Cynthia POLLARD'S CONSTRUCTION INC 407 739-0416 07-00001025 000 000 NEW SINGLE FAMILY HOME - DETACHED CONCRETE BLK WITH FRM EXT SINGLE FAMILY NONE Ai )ved . . . . . . . J cu_ Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordan with this Certificate of Occupancy, all inspections for compliance with Florid 3uilding Code 2004 for occupancy and use have been performed and approved. If the cons fiction project was permitted and built under the owner/builder contractor :Inption of Florida State statute 489.103; refer to state statute regarding 1 _tations on renting, lease or sale of this property. Charlie R Jones 1316 Douglas Street Sanford, FL 32771 October 1, 2007 To Whom It May Concern: Re: 1116 West 7`h Street Mr. Bacon and I did not install the air condition condenser because of theft in the area. We did not want to become a victim. Sincerely, Charlie ones 07-1-/ CF7,,2-, s a CC/ CITY OF SANFORD PERMIT APPLICATION Application # : v I "J J /jam Submittal Date: Job Address: J 1r_/ ;C_. 2 > Value of Work: $ s0 Parcel ID: Zoning: Historic District: Description of Work: Square Footage: Permit Type: Building Electrical E11l-' Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Industrial Plumbing Repair —Residential Commercial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Property Owner: Contractor: Address: Address: Phone'0.2~ 612-v 70 ?,VF mail: Phone: State License Number: Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTIL: FD: DAVID SOTO NOTARY PUU C. STATE OF F"WIBA' COMMISSION * 0066342§ EXPIRES 3/20/2011 8ONW0MU14064 TARyt Contractor/Agent is _ Personally Known to Me or Produced ID ENG: BLDG: U CITY OF SANFORD PERMIT APPLICATION Apnlication # Submittal Date: lob Address:72 -% Value of Work: Parcel ID Zoning: Historic District: Description of Work: &— UC,140 -1-J6 / Z/,y Sir Square Footage: _ Permit Type: Building FIectrical Mechanical I'lumhingy Fire Sprinkler/Alarm fool Sign Electrical: New Service — ll of Ai%4PS _ Addition/Altcralion Change ol' Service Temporary foie Mechanical: Residential Non -Residential Replacement New (Duct Layout & Encrgv Cale. Re(Iuired) Plumbing/ New Commercial tl of Fixtures ll of Watcr & Sewer Lines Plumbing/New Residential: 9 of Watcr Closets Occupancy "hype: Residential Commercial Industrial Construction Type: # of Stories: __-. N of Dwelling Units: _ H of Gas Lines Plumbing Repair — Residential Commercial Occupancy Use Croup(s): Flood Zone tFEMA form required It................................................................. Property Owner: q y ' 13nC o„ rL-- Contractor: _ h/ S ?Luf17aiNG IN IC _ Address: —1 1 C'S , '' :r't u• Address: 13,29 Phone: — 2J—GE-mail: +is wd0 Ca 1, 6 -Phone: W K"State License Number: CFC— Bonding Company. Address: Architect/ Engineer: Address Plan Review Contact Person: Mortgage Lender: Address: Phone - Fax: Phone: Fax: E-mail: Applicalion is hereby niadc to obtain a pernut to do the work and Installations ais indicated I certify chat no work or installation has commenced prior to the Issuance ol'a pcnnit and that all work will be perlormed to meet standauds of all laws regulating construction in This jurisdiction. I tintleistand Thal a separue permit must be secured Im F."LEC RICA1. WORK. PLUMBING. SIGNS. W1:LLS. POOLS. FURNACES, BOII.IiRS. I IEA'I'I RS, TANKS, and AIR CONDITIONERS, etc. WNI'. R'S AFFIDAVIT. I certify that all of the Ibregoing Inlormatiun is accurate and that all work will be done In compliance with all apphcablc laws rcgul:ling construction and zonme WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RI:SULT IN YOUR I'AYING I'\ VIC'I? FOR IMI1ROVEN•11iNT:S TO YOUR PROPERT )'. IF YOU IN'IIiND'fO OBTAIN FINANCING. CONSULT WITI I YOUR I.IiNDI:R OR AN AT" I'ORNhY [IFFORI. RLCORIANG YOUR NO']'ICI'.OI-COMMI:NCEMI:N'I'. 1( i I*ICli: In addition to the re(lutrcmcnts of this permit. iliac may he additional icsincuons applicable to this property that may he tiwnd in the public records of Ihls county. and there may be additional permits required from other governmental cooties such • er management districts, state agencies, or federal agencies. Acceptance nut is eeril- • do ha! well u,!it the w er oftlic propcoy of the requtr-niews of lori 7 , 1 Ignaune ofOwner col Uatc igna tic of Contractor/ •nt Date C. ' c nS CC) IU l+ n )wner/Agent's Inc 217 07 Signature of Notary -Stale of I:lori(I j)atc pr, Patina Clayton My Commission DD37M8 ar FxDifP. November09 20M Owner/ Ag/ Owner/AgentisA^ Personally Known Io Mc or Ihoduced II) AI'PROVAI S' %ONIN(i Special Conditions: Rey 02/ 2007 UHL ID s Name Signature of Noiaryy-Stale of FI Id PF MARIE JOKES T t : = i() S ! r MY COMMISSION # DO 399986 EXPIRES: February 24, M Banded Thru Notary Public Un .M.r. Contrecior/Agent is _ Personally Known io N1c or Produced ID f 9tC S o6, ` t 4hi ENG. 131,DG I o2 gale insulation A MANto COmpnny r, CERTIFICATE OF INSULATION Builder: CHARLIE S. JONES Job Address: 1116 WEST 7TH ST Subdivision: Lot: STATEMENT OF COMPLIANCE: We, the undersigned, hereby certify that the thermal insulation has been installed in the above referenced building in accordance with good construction practice. The insulation furnished is of the type, thickness and R-value set forth below MASONARY WALL: TYPE: THICKNESS: R-VALUE: EXTERIOR FRAME WALLS: FOIL TYPE: BATT THICKNESS: 3 1/2" R-4.1 R-VALUE: R-11 SLOPE CEILINGS: TYPE: BATT THICKNESS: 10" R-VALUE: R-30 FED ID # : ORANGE COUNTY LIC #1: OSCEOLA COUNTY LIC #: KISSIMMEE LIC #: 59-3214406 5000005866 50010052753 46440 FLAT CEILINGS: TYPE: BATT THICKNESS: 10" R-VALUE: R-30 Yennifer lnigo Authorized Signature 05/09/07 Date 6825 STAPOIINT CT - WTNTER PARVC FL 32792 - (407) 678 - 9451 - FAX (407 671 - 5482 COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 107-75018 BUILDING PERMIT NUMBER: (CITY) UNIT ADDRESS: 1A rh TRAFFIC ZONE':— JURISDICTION: 06 SEC: TWP : R N G SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NA ADDRESS: DATE: COUNTY NUMBER: CITY OF-S NFORD PARCEL • c / IL/ TRACT: BLOCK: LOT: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # d TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE 0 dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH 0 dwl unit $ 000.00 1 $ 000.00 LIBRARY CO -WIDE 0 dwl unit 5 54.00 1 $ 54.00 SCHOOLS CO -WIDE 0 dwl unit 1,384.00 1 $ 1,384.00 AMOUNT DUE 2,143.00 i STATEMENT RECEIVED BY: F SIGNATURE: FLEASE `PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DIS1*IBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY 'BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** NOTICE OF COMMENCEMENT Permit No. Parcel ID: State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CERTIFIEb Copy MARYANNE MORSE C ERK OF CIRCUIT COURT SE t OUNTY. FLORIDA 8 FEB 1 9g` THIS INSTRUMENT PREPARED BY: NAME I. Description of property: (legal description of the property and street address if available) y L{ ,--ti,:,.7tJ L !4 /L2w.--.•ck Q, 1. vcta.al-.. . .,r.L..c•--1,,..-F,'I z % S'.r6-2aL.G /L ci .k- , _i - - • . P-.:. . 2. General description of improvement: Owner Name and address: L: -3 fTc il,-7 a. Interest in property b. Name and address of fee simple titleholder (if other than Owner) 4. Contractor Name and ad ress: S. Surety a. Name and address b. Amount of bond 6. Lender Name and address: 7. Persons within the State of Florida designated by Owner upon whom provided by Section 713.13(1)(a)7., Florida Statutes: '] a. Name and address _ I Z/ 8. In addition to himself or herself, Owner designates 713.130 )(b), Florida Statutes. IINI8lNl1f1111M OK Wl'b'4);5 Pq 11767R; Olin) ERJRJW 6MA#00 may be served as REWADF: D BY L McKinley of to receive a copy they 4nor's Notice as provided in Section 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of rec rd> g unless a different date is specified) —fir S' nature of Sworn to (or affirmed) and subscribed before me this day of 1 20 O / , by Personally Known or Pr uce Identifcation pe o Identification Pfo uce D `1 1 BLNotary Piiblir ,tat. 7Glnnria Pair•,: r••, S nature of Notary Public' State o lorid F. PL. Notary Public State of Florida Commission Expires: F Patina Clayton as My Commission D0370508 Expires 111912008 SKETCH OF DESCRIPTION/PLOT PLAN REAL PROPERTY DESCRIPTION" THE WEST 12.25 FEET OF LOT 5, (LESS THE NORTH 18 FEET FOR RAILROAD) BLOCK 8, TIER 14, SEMINOLE PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 75, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. TOGE111ER WITH: LOT 4, (LESS THE NORTH 18 FEET FOR RAILROAD) BLOCK 8, TIER 14, SEMINOLE PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 75, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. I 1------------------r---------------------T Ip 50'(P) I 50 (P) i 50'(P) RA N.90.00'00-E. 6 - R/W $ y 47.75'(P) 12.25' 37.75'(D) D) ? N. LINE OF S. 115' iI2U0BLOCK814 o LOT 4 d SEMNTIEROLE PARK ! O P.B. 2 PG 75 O OO O I z C)0 m ! ! 2 1 i n r; 2e 00 g I ~ n LO 5. BLOCK S. TIER 14 D I r SEMINOLE PARK 1 P. B. 2 PG 75 rn y U I ! LOTSEM BLOCK 8. NOLEPARKER 14 I U_ P. B. 2 PG 75 I q I1 I 4 4 I j i PqN. 90*00'OO"E. pBLOCK 8ERT1RT14SEMINOLEPARKP.B. 2 PG 75112.25'(D) 37. 75'(D) ! 50'(P)41' 60' CA EDGE OF PAVEMENT I u 7TH STREET 88' R/W PAVED ROAD) T^ LJLA R R R E V I A T I O N L E G F N D- PXM. - PERMANENT REFERENCE MONUMENT C M. - CONCRETE MONUMENT EL - ELEVATION CONC. - CONCRETE P. O.C. - PONI OF COMMENCEMENT PB. - PLAT BOON A/C - AIR CONDITIONER CUF - CHAIN LINO FENCE F.H. - FIRE HYDRANT PC. - POINT OF CURVATURE P . 00 - PACETVP. - TYPICAL MF• - M0FENCE N • 0 - NAIL AND DISC P.R. C. - PENT OF REVERSE CURVATURE N- NON -RADIAL U E - UTILITY EASEMENT C ! 0 - CURB • GUTTER B.M. - BENCH MARK P.C. 0 - POIINI OF COMPOUND CURVATURE RAO. - RADIAL DE - DRAINAGE EASEMENT CATV - CABLE TELEVISION RISER PVMT. - PAVEMENT P.T. - PONT OF' TANGENCY R. - RA00.J5 F F. - FNISHED FLOOR lIIE - TELEPHONE RISER f B. - FIELD BOdK P.L - PONT OF WTERSECTICH L - ARC LENGTH 8S - BUILDING SETBACK TRANS - TRANSFORMER PAO M.N. - MANACLE P.C. P. - PERMANENT CONTROL PONT C - DELTA CBS - CONCRETE BLOCK STRUCTURE LP. - LICIT POLE (A) - ACTUAL P OA. - POINT ON LINE R.P. - RADIUS PENT ((P)) - PLAT P.P. - POWER POLE REC - RECOA RED CB. - CHORD BEARING R/W - RIGHT -aF-WAY Y3 - MEASURED N0. - NATURAL GROUND NSI - NO SURVEYORS IDENTIFICATION T.B. - TANDMT BEARINO E - CENTER LINE C - CALCULATED SO. FT. - SQUARE FEET FNO - FOUND SURVEYORS NOTES. GINAL THIS PROPERTY LIES IN 1 RAISEDVSEALL OF A ALID WITHOUT FLORIDA LICENSED SURVEYOR AND MAPPER. ZONE X ACCOROINC 2. THE " REAL PROPERTY DESCRIPTION' SHOWN HEREON IS IN ACCORDANCE TO FirfiM lr1AP # 12117C WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 0045 ORTE 4/17/1995 3. NO UNDERGROUND IMPROVEMENTS OR VISIBLE INSTALLATIONS HAVE BEEN LOCATED OTHER THAN SHOWN. 4. BEARINGS ARE BASED ON THE EAST LINE OF SAID BLOCK 8, TIER 14 ASSUMED AS BEING N 00.00'00'E. 5. SURVEYOR HAS NOT ABSTRACTED LANDS SHOWN HEREON FOR EASEMENTS, R104TS-OF- WAY OR ANY OTIER MATTER OF RECORD WHICH MIGHT AFFECT TIKE TITLE OR USE OF SAID LANDS. NOT A SURVEY, FOR RENEW PURPOSES ONLY. C" LIENK NUMBER.•L01 12.7 R EDWARD GORDO=SURVEYING GC.• \DIW\OI-)27_5.ONG COMMENTS FIELD DATE OFFICEPLOT PLAN N.A. N.A R.R. 11124103 REO)STEIED UAND Sf.7PO Box1557SAMVORD . i LORUNEST aIliSTREETSA Seminole County Property Appraiser Get Information by Parcel Number Page l of 1 IN BTH S3 PROPERTY27A.. IQ 915 D 8.14 r. r..: ;. r`'}.- . >"•<}' ..;if'r }'. APPRAISER V1 , f .. .f;::'•{.' a 407- OJ15 014--: ff 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 25-19-30-5AI-0814-0040 Number of Buildings: 0 Owner: BACON EVANS J JR & CYNTHIA D Depreciated Bldg Value: $0 Mailing Address:1019 PERSIMMON AVE Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $8,010 Property Address: 7TH ST W Land Value Ag: $0 Subdivision Name: SEMINOLE PARK Just/Market Value: $8,010 Tax District: S1-SANFORD Assessed Value (SOH): $8,010 Exemptions: Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $8,010 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 01/2005 05607 0336 $95,000 Vacant No 2006 VALUE SUMMARY QUIT CLAIM DEED 11/1992 02515 1627 $20,600 Vacant No 2006 Tax Bill Amount: $158 QUIT CLAIM DEED 10/1992 02508 1419 $100 Improved No 2006 Taxable Value: $8,010010 QUIT CLAIM DEED 07/1992 02480 1362 $5,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM ARTICLES OF 01/1976 01097 1098 $3,800 Improved Yes ASSESSMENT AGREEMENT WARRANTY DEED 0111975 01057 1238 $100 Improved No Find Comparable Sales within this Subdivision LEGAL DESCRIPTION LAND r •........ PLATS: Pick... Land Assess Method Frontage Depth Land Units Unit Price Land Value FRONT FOOT & LOT 4 & W 12.5 FT OF LOT 5 (LESS N 18 FT DEPTH 60 115 .000 150.00 8,010 FOR RR) BLK 8 TR 14 SEMINOLE PARK PB 2 PG 75 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valore tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. Ire web. seminole_county_title?PARC EL=2519305 AI08140040&cowner=BACON%&cctr—,2/ 19/2007 CITY OF SANFORD PERMIT APPLICATION rmil a : V 1- I v`_5 I)alC /) vJ b Address: seription of Work: n -e S ) Total Square Footage is(oric District' 7.oning: Value of %Vork: S R S_,_oo 6 rmil Type: Building Electrical Mechanical Plumbing __ Firc Spnnkler/Alariu Pool eetrical: New Service -N of AMPS AddiuotJAltcration Change of Service fenlporat)' Pole echanical. Residential Non -Residential Replacement New __ (Duct Lavow K. Energy C.:alc. Re(Iuired) umbing/ New Commercial. k of Fixtures q of Water c. Sewer Luics H of Gas lames umbing/New Residential: q of Wate OWLS Plumbing Repair - Residential or Commercial cupancy Type: Residential CUIIIInefClal Industrial instruction Type: /l of Stories. _ H of Dwelling Units: Flood 'Lone _ (FF.MA form required) vucvs Natne & Address: iJ o rlll S / 1 C'A 1_ 11 'C __ Phone vurac(or Name & Address:.ar Slate License Nunther out & FAIL: Contact Person:hoot /_ U siding Company: dress. n1gage bender' dress ehilect/Engineer Phone dress Fa plicatiun is hereby made to obtain a permit to do the work and installations as indicated. I ccnify that no work of installation has commenced pt for to dw iancc of a pcmrt and dial all work will be performed to meet standards of all laws rcgulauing constnictiun to this )utis(lictioo I undesstaid Thal a separate inn must be secured for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS. POOIS, FURNACES. BOILERS. I lEATEKS, TANKS, and CONDn'10NERS. etc lNER'S AFFIDAVIT: I certify that all of dic foregoing mfonnalion is accurate and that all work will he dune in complimce with all applicable laws rcgula(ing istniction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONIMIiNCEMENT MAY RESULT IN YOUR PAYING LICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONS( II.T WIT( I YOUR LENDER OR AN TORNEY BEFORE RECORDING YOUR NOTICE 01' COMMENCEMENT TICE: In addition to the requirements of this perrut, there may be additional restrictions applicable to this property that may be found in die public records of county, and there may be additional permits required from other governmental entities such as waxes managoucnt dislncu. state agencies, or federal agurcies zptance of permit is verif(calion that I will notify die owner of the property of the requirements of Honda Lien Law, FS 713 Signature of 0wnu/Agent Pfinl Owner/Agent's Name Date Signalurc of Nolary-State of Florida PIC-Da-te Owncr/Agent is _ Personally Known to Me or Produced 11) Signalnlc of Coln Ur/Agent Daic ii Contrac(oi/Agenl's Nanie Ignalurc of No(ary :Slant of Flot ida Dale W Cowr'ac(or/Agent is _ Pefsonally Known to Me or 10-4 P(oduccd 11) 4 I I ROVAIS: ZONING dOXHL: vial Conditions: e ' OQ ' a3 03/2006 pn Permit No.:_ Job Address: Permit Type: v Building Description of Work: CITY OF S.ANFORD PERMIT APPLICATION 7 Date: Electrical McAhanical Plumbing fire Alarm/Sprinkler I CJ Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole _New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) PlumbIng/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: esidential _Commercial —Industrial Total Sq Ftg: Value of Work: S B Type of Construction: C Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.; _ (Attach Proof of Ownership &Legal Description) Owner/Address/Phone: 717 — 9376 to iy,s• 6 2.0-%© 9'l Contractor/ Address/Phone: Mar Contact Person: Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: raddres::: Architew* Engineer Address: 101 Phone & Fax Number: State License Number: Phone No.: 41o7— 3;L:1 7700 Fax No.: 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. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits, required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature er/Agent r te l 1 Signature of Contractor./Agen t1 Date 3 tint Ow er/Agent' Print Co act r/A Name r Signature of Notary -State of Florida Date Signature of Notary-Stateof Florida Date rida r " 4; NU" ° r rt Notary Pub6G Stats of Florida Patina'- 1P ` h patina Cta on My Commissiw t)i 'Jbt d My Comml ion DD370508 Owner/Agent is PersonallyO' Expires t t 912008 e. C ? t 8 own to Me or Produced ID Produced ID APPLICATION APPROVED BY: Date: Special Conditions: Memorandum City of Sanford Department of Engineering & Planning P.O. Box 1788 Sanford, FI 32772-1778 Telephone (407)330-5673 Fax: (407)330-5679 February 3, 2003 TO: Building Department Florida Power & Light Co. E-9-1-1 Fire Department Florida Power Seminole County Planning Department Police Department Florida Public Utilities Seminole County Property Appraiser Public Works Department BellSouth Seminole County School Board Utilities Department Time Warner Cable Supervisor of Elections Navtech Post Office Seminole County Sheriff's Office RE: New Addresses within the City of Sanford Based on proposed development by a single owner, the following new addresses have been assigned to an existing street within the City of Sanford in order to accommodate the development of two (2) single family homes with two (2) additional future home sites not yet proposed for development. Tax Parcel Number: 25-19-30-5AG-0814-001A Existing Address Legal Description Land Use 1100 W. 7t" Street E 60 feet of S 115 ft of E % of Bllk 8, Tr 14, Existing Single Family Home Town of Sanford, PB 1, PG 112 Address Unchanged New Address Legal Description Land Use 1104 W. 7".Street W 87.75 feet of S 115 ft of E % of Bllk 8, Tr 14, Proposed Single Family Home Town of Sanford, PB 1, PG 112 Tax Parcel Number: 25-19-30-5AI-0814-0040 New Addresses Le al Description Land Use 1108 W. 71h Street Lot 6 (Less N 18 ft for RR) Blk 8 Tr 14 Proposed Single Family Home Seminole Park PB 2 PG 75 1112 W. 7"' Street Lot 5 (Less N 18 ft for RR) Blk 8 Tr 14 Future Development 3er km4e-P-ark P_8-2-P_G_7_5 1116 W. , Street Lot 4 (Less N 18 ft for RR) Blk 8 Tr 14 Future Development Seminole Pe[k P_ B G 75 The attached exhibits identify the location of the buildings/units and provides a listing of each address assigned. If you have any questions regarding the above or pertaining to addresses within the City of Sanford please do not hesitate to contact this office. Thank you. Jl-- Eileen Hinson Planner / Cc: Address File (W. 71" Street) Evans Bacon - 1019 S. Persimmon Avenue, Sanford, FL 32771 F:\ZONING\ADD\Monthly MemosWemo New Address - 1100-1116W7th-Jan2003.wpd 1^ OFFICE SKETCH OF DESCRIP T10N/PLOT PLAN " REAL PROPERTY DESCRIPTION" THE WEST 12.25 FEET OF LOT 5, (LESS THE NORTH 18 FEET FOR RAILROAD) BLOCK 8, TIER 14, SEMINOLE PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 75, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. TOGETHER WITH: LOT 4, (LESS THE NORTH 18 FEET FOR RAILROAD) BLOCK 8, TIER 14, SEMINOLE PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 75, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ANS 5U(P) 50'(P) I— — 50•(P) — A .— R(LROAD R/1M 8PbPO $ N.90'00'00'E. I60' I $I clot, 47.75'(P) 12.25' 37.75'(D) 0) Zp I N. LIKE a T&1iiIoLOT4OSmNOXPAW O o sal g I $ I I 8 g ~ D I a+rRnc pTUA 14 PJL 2 PG 75 LOT B, PARK 14 YSi R1 SPJL 22 PO 75 r I SW CORNER LOT I I I SEMINOLEET 14ARK P.B. 2 PG 75 t2.25' 37.75'(D) so'(P) 47.75' P (0) — — L — — — — 41' N.907'00 . 60' LwEDGEOFPAVEMDFT4 I 7TH STREET 66• R/0 PAVED ROAD) — — — — tv, A PJUI - POYAIDIIT IEFiTIDFtE MOIAA,EILT PAC - PONT OF OOIBfNO]OA R R R E V I A T CY. - O0A0ETE YDNIAENT d - RAT BOOT 1 0 N L E IL - ELLVATKN A/CA/C - AIR CON MNO G E N 0 00LG - o0l0tR CUF - OLAiI L!R FENOC itflL - FN10RANT P. 0 - PONT OF C&MATM ftPp - PAGE TT. - r1PCOL W.F. - WOOD FORE N • D - NAL AND OW PAC - FAIT Of Ri1O1! ORYATM NA - NON-IVOK TL U.L - UM CASEMENT C Ai 0 - OM A OUTUR DAL - KNO/ MARK P. C.0 - PONT Of CO POAD MWAAM RAO, - RANAL DE. - DRAINAGE EASDIff CATV - CARE 1EL1M901 IBM PNR. - PAMM9XT P. T. - POILT Of TANW CY L - RADIUS F.F. - FiOIED FLOM TELE - TLIZP110E I"m FA - FIELD BOOK PL - PONT OF NTERSeCDOI L - ARC LOOM Di - BLRJ" >YTBACK TRANS - 1RAIGFO MM PAD UK - L/I101" P. C.P. - PEAIAILENT CONTROL PONT c - DELTA CLL - CO*CRM RDOL 211KICRfE LP. - UGHT POE N - ACMAL PAL - PONT ON Lit R.P. - RADW PORT PLAT P.P. - POOI POLE REC - RC001EM Ca - CHORD DF.AINID R/r - RqR-Of-tAY a^ NA - NAnIRAL GROUND N9 NO 9YPE1'm mmneATION T. B. - TAIIQNT BEARM T: - OlOmm IA2 CALLLLATED SO FT. - TWIRL FEET SURVEYORS NOTES_ FWD - / DAD Q4ER71FIED T»_ 1. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL CHARLIE B. JONES RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2 THE 'REAL PROPERTY DESCRIPTION SHORN HEREON IS ON AOCORDANCE MATH THE DESCRIPTION PROVIDED BY THE CLIENT. J. NO UNDLRWOUN0 91PROVEMENTS OR VISIBIE INSTALLATIONS HAVE BEEN LOCATED OTHER THAN SHOWN. 4. BEA104S ARE BASED ON THE EAST UNE OF SAID BLOCK 4 TO 14 ASSUMED AS BEING WOO 00 OO E. 5. SURVEYOR HAS NOT ABSTRACTED LNM SHORN HEREON FOR rAsmaNTS, RIGHTS - OF -NAY OR ANY OTHER MATTER OF RE009D M ICH MIWT AFFECT THE TITLE OR USE OF SAID LANDS NOT A SURVEY. FOR REVIEW PURPOSES ONLY. CLIENT. CHARLIE B. "V S JOB NWMR. 01-127 0 % 0NG\01-r27--%0NG SURVEYOR' S CER nnCA M TNIS IS TO CERTIFY MAT THIS SKETCH MEETS THE OWN TECHNOL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61017-6. FLORIDA ADMINISTRATIVE CO QD- PURSUANTTOSECTION472027, FLOFIDA,STAIUTES. RANDALL LRANDALL LROBERTS. P.S.M. PROFESSIONAL SURVEYOR 6i MAPPER FLORIDA RZOSTRATION NUMBER 3144 FORM 60OA-2001 FLORIDA-ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Charlie jones/baker Builder jones & baker Address: Permitting Office: SA N3-For& i City, State: Permit Number: 0-7- l 02 5 Owner: Jurisdiction Number: Climate Zone: Central I. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 30.0 kBtu/hr 3. Number of units, if multi -family 1 SEER: 12 00 _ 4. Number of Bedrooms 3 b. N/A 5 Is this a worst case? No 6. Conditioned floor area (ft') 1201 ft' c. N/A 7. Glass area & type Single Pane Double Pane a Clear glass, default U-factor 139.2 ft' 0.0 ft' 13. Heating systems b. Default tint 0.0 fN 0.0 ft' a. Electric Heat Pump Cap. 30.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft' 0 0 ft' HSPF: 7.90 _ 8 Floor types b. N/A a. Slab -On -Grade Edge Insulation R=0.0, 168.0(p) ft I b. N/A c. N/A c. N/A 9. Wall types 14. Hot water systems a. Concrete, Int Insul, Exterior R=4.2, 1311.0 W a Electric Resistance Cap: 50.0 gallons _ b. Frame, Wood, Adjacent R=11.0, 220.0 ft' EF: 0.90 _ I c. N/A b. N/A d. N/A e. N/A c. Conservation credits 10. Ceiling types HR-Heat recovery, Solar a. Under Attic R=30.0, 1201.0 ft' DHP-Dedicated heat pump) b. N/A 15. HVAC credits c. N/A CF-Ceiling fan, CV -Cross ventilation, I I Ducts HF-Whole house fan, a. Sup: Unc Ret: Unc. AH: Garage Sup. R=6.5, 45.0 ft PT -Programmable Thermostat, i b. N/A MZ-C-Multizone cooling, jMZ-H-Multizone heating) f I Glass/Floor Area: Total as -built points: 20080 PASS0.12 i Total base points: 20364 I hereby certify that the plans and specifications covered by this calculation are in c mpliance with t Florida Energy Code. PREPARED BY: / DATE: I hereby certify that this bui din , as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 04 tHE Sr4jR0 h t> EnergyGauge® (Version: FLRCPB v3.30) FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: charlie jones/baker Builder. jones & baker Address: ED Permitting Office: SA.1-otn& City,State: `' Permit Number: D7-l025 Owner: Rvv1 O D Jurisdiction Nu er. Climate Zone: Central L FpN 11 uwr I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 30.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area (ft') 1201 ft= c. N/A _ 7. Glass area & type Single Pane Double Pane a. Clear glass, default U-factor 139.2 ft' 0.0 ft' _ 13. Heating systems b. Default tint 0.0 ft' 0.0 ft' _ a. Electric Heat Pump Cap: 30.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft' 0.0 ft' HSPF: 7.90 _ 8. Floor types _ b. N/A _ a. Slab -On -Grade Edge Insulation R=0.0, 168.0(p) ft b. N/A _ c. N/A _ c. N/A 9. Wall types _ 14. Hot water systems a. Concrete, Int Insul, Exterior R=4.2, 1311.0 ft' _ a. Electric Resistance Cap: 50.0 gallons _ b. Frame, Wood, Adjacent R=11.0, 220.0 ft2 _ EF: 0.90 c. N/A _ b. N/A _ d. N/A e. N/A c. Conservation credits _ 10. Ceiling types _ (HR-Heat recovery, Solar a. Under Attic R=30.0, 1201.0 ft' _ DHP-Dedicated heat pump) b. N/A _ 15. HVAC credits _ c. N/A (CF-Ceiling fan, CV -Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.5, 45.0 ft _ PT -Programmable Thermostat, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 20080 PASSTotalbasepoints: 20364 I hereby certify that the plans and specifications covered by this calculation are in compliance with Florida Energy Code. PREPARED BY: DATE: I hereby certify that this buirdincf, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGaugeO (Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1201.0 26.78 5573.1 Single, Clear N 1.0 8.0 15.9 30.19 0.99 475.6 Single, Clear E 1.0 8.0 47.7 63.97 0.99 3022.9 Single, Clear W 1.0 8.0 9.5 57.68 0.99 543.6 Single, Clear W 1.0 8.0 40.0 57.68 0.99 2286.4 Single, Clear S 1.0 8.0 26.0 48.22 0.98 1235.4 As -Built Total: 139.2 7664.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 220.0 0.70 154.0 Concrete, Int Insul, Exterior 4.2 1311.0 1.16 1520.8 Exterior 1311.0 1.90 2490.9 Frame, Wood, Adjacent 11.0 220.0 0.70 154.0 Base Total: 1531.0 2644.9 As -Built Total: 1631.0 1674.8 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.6 1.60 29.7 Exterior Wood 20.3 7.20 145.8 Exterior 38.8 4.80 186.3 Exterior Insulated 18.6 4.80 89.1 Adjacent Wood 18.6 2.40 44.6 Base Total: 67.4 216.0 As -Built Total: 57.4 279.5 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1201.0 2.13 2558.1 Under Attic 30.0 1201.0 2.13 X 1.00 2558.1 Base Total: 1201.0 2558.1 As -Built Total: 1201.0 2568.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 168.0(p) 31.8 5342.4 Slab -On -Grade Edge Insulation 0.0 168.0(p 31.90 5359.2 Raised 0.0 0.00 0.0 Base Total: 5342.4 As -Built Total: 168.0 6359.2 INFILTRATION Area X BSPM Points Area X SPM = Points 1201.0 14.31 17186.3 1201.0 14.31 17186.3 EnergyGauge® DCA Form 600A-2001 EnergyGaugeOfFlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 22836.1 Summer As -Built Points: 23903.4 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 23903.4 1.000 1.082 x 1.150 x 1.00) 0.284 1.000 8455.9 22836.1 0.4266 9741.9 23903.4 1.00 1.245 0.284 1.000 8465.9 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1201.0 5.86 1266.8 Single, Clear N 1.0 8.0 15.9 15.07 1.00 239.2 Single, Clear E 1.0 8.0 47.7 12.37 1.01 593.1 Single, Clear W 1.0 8.0 9.5 13.25 1.00 125.9 Single, Clear W 1.0 8.0 40.0 13.25 1.00 529.7 Single, Clear S 1.0 8.0 26.0 9.90 1.00 256.6 As -Built Total: 139.2 1744.6 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 220.0 1.80 396.0 Concrete, Int Insul, Exterior 4.2 1311.0 3.26 4273.9 Exterior 1311.0 2.00 2622.0 Frame, Wood, Adjacent 11.0 220.0 1.80 396.0 Base Total: 1531.0 3018.0 As -Built Total: 1531.0 4669.9 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.6 4.00 74.3 Exterior Wood 20.3 7.60 153.9 Exterior 38.8 5.10 197.9 Exterior Insulated 18.6 5.10 94.7 Adjacent Wood 18.6 5.90 109.5 Base Total: 57.4 272.2 As -Built Total: 57.4 358.1 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1201.0 0.64 768.6 Under Attic 30.0 1201.0 0.64 X 1.00 768.6 Base Total: 1201.0 768.6 As -Bunt Total: 1201.0 768.6 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 168.0(p) 1.9 319.2 Slab -On -Grade Edge Insulation 0.0 168.0(p 2.50 420.0 Raised 0.0 0.00 0.0 Base Total: 319.2 As -Built Total: 168.0 420.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1201.0 0.28 336.3 1201.0 0.28 336.3 EnergyGauge® DCA Form 60OA-2001 EnergyGauge D/FlaRES'2001 FLRCPB 0.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4670.2 Winter As -Built Points: 7624.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 7624.8 1.000 1.074 x 1.160 x 1.00) 0.432 1.000 4103.0 4670.2 0.6274 2930.1 1 7624.8 1.00 1.246 0.432 1.000 4103.0 EnergyGaugeTM DCA Forth 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.90 3 1.00 2507.02 1.00 7521.1 As -Built Total: 7521.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 9742 2930 7692 20364 1 8456 4103 7521 20080 PASS 1 S 0 IfUI , 1tla3a` `t o COD v EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfrn/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless barked by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-sto Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or Dearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge"' DCA Form 60OA-2001 EnergyGaugeOfFlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.4 The higher the score, the more efficient the home. I. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I _ 4. Number of Bedrooms 3 5. Is this a worst case? No _ 6. Conditioned floor area (W) 1201 W 7. Glass area & type Single Pane Double Pane a. Clear - single pane 139.2 112 0.0 ftz _ b. Clear - double pane 0.0 112 0.0 ft2 c. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 168.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.2, 1311.0 W b. Frame, Wood, Adjacent R=11.0, 220.0 112 _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1201.0 ft2 _ b. N/A c. N/A IL Ducts a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.5, 45.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded). in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 30.0 kBtu/hr _ SEER: 12.00 Cap: 30.0 IcBtu/hr HSPF: 7.90 Cap: 50.0 gallons _ EF: 0.90 NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. !fyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar7mdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCPB v3.30) ResmanuJ(c) Version 3 * RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) Project Central Baseline IPrepaired by: Address 456 Example Way: ResFREE197 ISouthern Energy Eval. Serv. City Central Base 1122 East Minnesota Avenue State/Zip FL 32805- Orange City,Fl 32763 Owner DCA Codes & Standards ITEL:1-800-329-SEES (7337) Builder Demonstration IFAX:1-800-639-SEES (7337) HVAC Contr Pietro M. Carrieri lemail:sees@iag.net Cond Floor Area = 1500 (Total Glass Area = 272 Conditioned Floor Area to Total Glass Area Ratio = 18.1% USA Climatic Conditions Design Conditions * Geographical Location I Maimi AP, Florida North Latitude / Elevation 1 250 9Ft. Above Sea Level Outdoor Winter Dry Bulb 1 480 Indoor Winter Dry Bulb 1 700 Winter Temperature Diff. (wTd) 1 220 Outdoor Summer Dry Bulb 1 89° Outdoor Summer Wet Bulb 1 77° Outdoor Summer Hum. Ratio Gr/Lb 1 49 Indoor Summer Relaltive Hum. 1 50% Indoor Summer Design Gr/Lb. 1 56 Indoor Summer Dry Bulb 1 75° Summer Temperature Diff.(sTd) 1 140 Summer Daily Range 1 15' (Low Deviation) HEATING SUMMARY * TESTER.ENB COOLING SUMMARY * SUBTOTAL 16938.4 1 STRUCTURE SENSIBLE = 15823.4 I OCCUPANTS + 1800.0 I APPLIANCES + 1200.0 1 SUBTOTAL SENSIBLE = 18823.4 DUCT LOSS + 846.9 1 DUCT GAIN + 1882.3 TOTAL LOSS = 17785.3 1 TOTAL SENSIBLE = 20705.7 MECHANICAL VENT.- 50 CFM = 1210.0 1 MECHANICAL VENT.- 50 CFM = 770.0 1 TEMP.SWING 3.0°@ 95° x 1.0 MINIMUM EQUIPMENT LOSS = 18995.3 1 MINIMUM EQUIPMENT SENSIBLE = 21475.7 20% OVERSIZE LOSS = 3799.1 1 20% OVERSIZE SENSIBLE = 4295.1 EQUIPMENT LOSS + 18995.3 1 EQUIPMENT SENSIBLE + 21475.7 MAXIMUM EQUIPMENT LOSS = 22794.4 I MAXIMUM EQUIPMENT SENSIBLE = 25770.8 1-------------------------------------------- I TOTAL LATENT = 8625.9 1 EQUIPMENT SENSIBLE + 21475.7 I EQT.SENSIBLE + LATENT = 30101.6 AIR FLOW FACTORS * HEATING FACTOR (BTUH/CFM) = 20.0 1 COOLING FACTOR (BTUH/CFM) = 12.7 HEATING CFM = 949.8 1 COOLING CFM = 1451.7 EQUIPMENT SELECTION * EQT. MANUF RHEEM I SENSIBLE_21000 BTUH) COND.UNIT MOD#_RPMC030jaz I LATENT CLG_7400 BTUH) AIR HAND. MOD# RBHCJ06nfg I TOTAL CLG28400 BTUH) HEATING INPUT_29000 1 TONAGE_ 274 HEATING OUTPUT_29000 1 S)EER 12.0 HEATING CFM I COOLING CFM_1113@.5SP1113@.5SP AFUE/COP/HSPF_7.90 I TYPE -HP Calculation Procedures A,B,C,D Procedure A Winter Infiltration HTM I" 1. Winter Infiltration CFM Envelope Evaluation #2 (Good/Average) I I • 1.6 Air Changes per hour x 12000 Cubic ft. x .0167 = 320.6 CFM I I 12. Winter Infiltration Btuh I I I 1.1 x 320.6 CFM x 22 Degrees Winter TD = 7759.5 BTUH I I 13. Winter Infiltration HTM I I I I 7759.5 Btuh / 270.4 Sq.Ft of total Glass & Door areas = 28.7 HTM I I I I Procedure B Summer Infiltration HTM I I I-------------------------------------------------------------------------------------------I 11. Summer Infiltration CFM Envelope Evaluation #2 (Good/Average) I I I 7 Air Changes per hour x 12000 Cubic ft. x .0167 = 140.3 CFM I I 12. Summer Infiltration Btuh I 1.1 x 140.3 CFM x 14 Degrees Summer TD = 2160.3 BTUH I I 13. Summer Infiltration HTM I I I I 2160.3 Btuh / 270.4 Sq.Ft of total Glass & Door areas = 8.0 HTM I I I Procedure C Latent Infiltration I I I I 0.68 x 56 grains difference @ 50 RH x 140.3 CFM = 5341.9 BTUH I I I I I-------------------------------------------------------------------------------------------I Procedure D Equipment Sizing I I 11. I Sensible Sizing Load I I I Sensible Ventilation Load I I 1.1 x 50 VENT CFM x 14 Degrees Summer TD = 770.0 BTUH I I Sensible Load for Structure + 15823.4 BTUH I I Sum of Ventilation & Structure Loads = 16593.4 BTUH I I Rating & Temperature Swing Multiplier (3.0°@ 95°) x 1.0 RSM I I Equipment Sizing Load - Sensible = 16593.4 BTUH I I 12. Latent Sizing Load I I I I Latent Ventilation Load I I I 0.68 x 50 VENT CFM x 56 differance = 1904.0 BTUH I I Internal Loads = 230 Btuh x 6 people + 1380.0 BTUH I I Infiltration Load from Procedure C + 5342.6 BTUH I I I Equipment Sizing Load - Latent = 8625.9 BTUH I I Abbreveations Glass/Windows S.C.= Single Clear I S.T. = Single Tint I S.R. = Single Reflective D.C.= Double Clear I D.T. Double Tint I D.R. = Double Reflective T.C.= Triple Clear I T.T. Triple Tint I T.R. = Triple Reflective Sh'dg= Shading I Ovhg = Overhang I Btm Bottom I Hgt = Height I Sc = Shading Coefficient Inside Shading N.S.= No shades I D/B Drapes or Blinds I R.S. Roller Shades Other * Whtm = Winter Heat Transfer Multiplier I Shtm = Summer Heat Transfer Multiplier Infiltration Vs: 1..Sub Standard/Poor 2..Standard 13..Better 14..Excellent Building Componet Heat Loss Gain Calculations Dir. Ext.Shdg Type Shdg OvHg Botm Hgt Sc Area Whtm Loss/Btuh Shtm Gain/Btuh N -No Shdg Fctr D.C. R.S. 1.0 5.0 n/a 1.0 33.8 14.3 483.3 17.6 594.9 Ne-No Shdg Fctr D.C. R.S. 1.0 4.0 n/a 1.0 33.8 14.3 483.3 39.6 1338.5 E -Shaded Area D.C. R.S. 1.0 4.0 3.0 1.0 1.8 17.6 31.7 E -Solar Area D.C. R.S. 1.0 4.0 3.0 1.0 32.0 56.6 1811.2 E -Total Area D.C. R.S. 1.0 4.0 3.0 1.0 33.8 14.3 483.3 Se-Shaded Area D.C. R.S. 1.0 4.0 3.0 1.0 13.7 17.6 241.1 Se -Solar Area D.C. R.S. 1.0 4.0 3.0 1.0 20.1 28.6 574.9 Se -Total Area D.C. R.S. 1.0 4.0 3.0 1.0 33.8 14.3 483.3 S -All Shaded D.C. R.S. 1.0 4.0 3.0 1.0 33.8 14.3 483.3 17.6 594.9 Sw-Shaded Area D.C. R.S. 1.0 4.0 3.0 1.0 13.7 17.6 241.1 Sw-Solar Area D.C. R.S. 1.0 4.0 3.0 1.0 20.1 28.6 574.9 Sw-Total Area D.C. R.S. 1.0 4.0 3.0 1.0 33.8 14.3 483.3 W -Shaded Area D.C. R.S. 1.0 4.0 3.0 1.0 1.8 17.6 31.7 W -Solar Area D.C. R.S. 1.0 4.0 3.0 1.0 32.0 56.6 1811.2 W -Total Area D.C. R.S. 1.0 4.0 3.0 1.0 33.8 14.3 483.3 Nw-No Shdg Fctr D.C. R.S. 1.0 4.0 n/a 1.0 33.8 14.3 483.3 39.6 1338.5 Glass Infiltration: 270.4 25.0 6760.0 7.0 1892.8 Glass Sub Totals: 270.4 10626.4 11077.4 Componet Type Exposure R-Value Area Whtm Loss/Btuh Shtm Gain/Btuh Wood Stud Exterior 11.0 860.0 2.0 1720.0 2.0 1720.0 Wood Stud Adjacent 11.0 155.0 2.0 310.0 1.2 186.0 Insulated Core/Metal Exterior n/a 20.0 13.0 260.0 12.8 256.0 Insulated Core/Metal Adjacent n/a 20.0 9.0 180.0 10.2 204.0 Door Infiltration: 40.0 25.0 1000.0 7.0 280.0 Slab on Grade 3.5 160.0 11.2 1792.0 0 0 Under Attic 30.0 1500.0 0.7 1050.0 1.4 2100.0 Building Codeonline ts:tsut<_rrr of The fk C,Oir'iillUnity fir;• '' ':,-- flrllr3 v f r qr it overview Product search n r • A Product User: Public User - Not Associated with Organization - Product ! BetterBilt Manufacturer: Category: Windows g Subcategory: i Single Hung r Application/Seq #: or Application Status: ; (ALL) Evaluation I (ALL) Method: Order by: o' Manufacturer t._:' Category Subcategory i j App / Seq # .._? Status {.._:' Evaluation Method Organigation Search To edit an application that is NOT YET APPROVED, log in, search for the Application/Seq # and click on the link under "Category". Revising APPROVED (only) Applications: Log in and click the "Revise Approved Application" button. Search New Product Page: Page 1 / 1 Go V nUdation Page: Page 1 / 1 Go 1/13/2005 orrlt ARn Page 2 of 3 Florida Building Code Online Page: Page 1 / 1 Go pp/Seq Product Model # or Name Model Description Limits of Use R-55 DP+57.1/69.3 Per anufacturers installation 185/3185 Fin Frame Equal- 36x72 Insulated tructions. More 786.1 ite SB Annealed ormation available at: miwd.com. R-55 DP+57.1/-69.3 Per 36x62 Single anufacturers installation 185/3185 Fin Frame Equal- lazed 3/16" tructions. More 786.2 ite ealed ormation available at: miwd.com. R-55 DP+57.1/-55 Per anufacturers installation 185/3185 Fin Frame Equal- 5208 Single tructions. More 786.3 ite lazed DSB Temp ormation available at: miwd.com. R-55 DP+57.1/-69.3 Per 52x90 Insulated anufacturers installation 786.4 185/3185 Fin Frame Oriel SB Temp to / 16„ Annealed tructions. More ormation available at: btm) miwd.com. R-55 DP+57.1/-69.3 Per ufacturers installation 786.5 185/3185 Fin Frame Oriel 36x9O Single tructions. More Glazed DSB Temp ormation available at: miwd.com. R-35 DP+35/-35 Per 52x90 Single anufacturers installation 786.E 185/3185 Fin Frame Oriel lazed l3d/ 16" tructions. More ormation available at: miwd.com. R-55 DP+57.1/-69.3 Per anufacturers installation 185/3185 Flange Frame 3602 Insulated tructions. More 786.7 qual-Lite SB Annealed ormation available at: miwd.com. R-55 DP+57.1/-69.3 Per 36x62 Single anufacturers installation 185/3185 Flange Frame lazed 3/16" tructions. More 786.8 qual-Lite ealed ormation available at: miwd.com. R-55 DP+57.1/-69.3 Per 52x90 Insulated anufacturers installation 185/3185 Flange Frame SB Temp (top) / tructions. More 786.9 Oriel 16" Annealed ormation available at: btm) miwd.com. R-35 DP+35/-35 Per 52x90 Single anufacturers installation 185/3185 Flange Frame lazed 3/16" tructions. More 786.10 riel ealed ormation available at: w.miwd.com. R-55 DP+57.1/-55 Per 185/3185 Flange Frame 52x90 Single anufacturers installation lazed DSB Temp tructions. More786.11 riel r,fnrmation available at a..,-, .,.. ?TPT=T796&RV=O&fin=ROSrch 1/13/2005 Florida Building Code Online Page 3 of 3 18 P40/3740 3.19 1740/3740 20 21 P40/3740 40/3740 12 40/3740 a 3. 2. 663.13 740/3740 e tallation instructions. Fin Frame 39x90 ore information available 35 DP+35.3/-47.2 t: www.mih .com Per manufacturer's Flange Frame tallation instructions. M89 R-35 ore information available P+35.3/-42.7 t: www.mih .com Per manufacturer's Flange,Frame installation instructions. Oriel 47x89 R-35 ore information available DP+35.3/-42.7 t: I Mih .com Per manufacturer"s Flange Frame tallation instructions. Oriel 36x88 R-35 ore information available P+35.3/-47.2 t: vrwv,mih .com Per manufacturers Flange Frame tallation instructions. 2x71 R45 ore information available P+45/47.2 t: www.mih ,com Per manufacturer"s Fin Frame 5201 tallation instructions. 45 DP+45/-45 ore information available www.mihp.com Per manufacturer's Fin Frame 5202 tallation instructions. 45 DP+45/45 ore information available at: www.mihp.com Next copyright and Disclaimer ; 02000 The State of Florida. All rights reserved. J nanracr o.D'Nf=nR.fi-„=ROSrch 1/13/2005 1. Shim as required at each Installation anchor as shown, with load bearing shim. Concrete or Masonry Opening Topeon 2. Anchor must be of sufficient length to provide 1 1/4' min. embedmentIntomasonryorconcrete. 3. Caulk between window flange and buck. 4, Caulk full perimeter of window. p Caulk Between Buck 5. If exact window size is not given, use anchor quantity foraandMasonryOpeningnextlargerwindowinchart. By Others 9 06. Class thickness will vary with window size and design load, and must comfyiwithASTME1300. jnjwoodBudbyothers7. Letter designations on the tapcon location chart Indicate where anchors are to be Installed using the elevation as a key. b ° ° V• 8. All factory applied holes not designated for tapcon• should be filled withV B8 screws of sufficient Ith. to provide 5/8' min. embedment Into wood buck. Perimeter Caulk By other. Also between flange and buck ] TAPCON* LOCATION CHARTre m g CODE 9ZE W1N1M ID FASTENER LOCATIONS1Canee4aMasonryOpenln OP75 TO DP52 DP52.1 TO DP70.8Head Outside Dimension P 1; MIN. MIN. H /8 x zs181 A. C A. CPerimeterCaulk13181/8 x 37 3/8 A, C A. C14181/8x495/8 A,C A.0CaulkBetween15181/8 x 62 A. C A. B. CFlangeandBud116181/8 x 71 1/4 A. C A. B, C 1/2 32 25 1/2 x 25 A. C A. CFlangeType1/2 33 25 1/2 x 37 3/8 A. C A. CWindowHead 1/2 34 25 1/2 x 49 5/8 A. C A. B, C 1/2 35 25 1/2 x 62 A, B. C A, B, C n e 1/2 36 25 1/2 x 71 1/4 A. B. C A. B, C 5 5 Jamb a 22 36 x 25 A. C A C i G 23 36 x 37 J/B A, C A. B. C G 24 36 x 49 5/8 A. B. C A. B. C 0 a ° 245 36 x 55 1/4 A. B. C A. B, C a a a 25 36x62 A.B.0 /B,CGanasRequlredE • •a 26 36 x 71 1/4 A. B. C A. B, C. 0 32 52 1/8 x 25 A C A C SHIM f— a 33 52 1/8 x 37 3/8 A. C A, B. CBUCKd ' a 34 52 1/8 x 49 5/8 A. B. C A. B, C 345 52 1/8 x 55 1/4 A. B. C A. B, C. D 35 521/8x 62 AB,C A.B,C,DTopcon36521/8 x 71 1/4 A B, C, D A, B, C, D, EFlangeType -- Inside Dimension wood Buck By Others winmdow Frame SDI Caulk Between Bud and Opening *'TAPCON' TYPE HAROEN O MASONRY SCREWSPerimeterCaulkr;7/S INCLUDE TAPCON, RAWL_ k SiMPSONByother. ollByOlken pDWRWA6 ~O ls Design Pressure values listed above are Yn PSF A A KAM w ° E E .'. Pre —Cost m „ a a. ' ti' " `Q'.' ' "'° INSTALLATION INSTRUCTIONS S.W. 1/15/02 ososn umFASTENERSCHEDULE Caulk Between Flange and Pre —Cost Sol1==JC C1.,,• y seua am ELEVATION , r Xt: 740/744 SINGLE HUNG -ONE , nr 11INST740 - OFFICE Installation Instructions ire -Hung door Systems In High Wind Velocity areas These instructions apply to all Thelma-Tru wood -framed door systems. Some apply specifically to: Inswing Doors Outswing Doors Doors with sideliehts IF] Double Doors T Patio Doors Read till instructions before starting. N U° THERMA DOORS The Most Preferred Brand in the Business PO. Bux 8780 Muuinee.Oltiu 43i37 Printed 3/02 Questions'? Comments? Call 1-800-THERMATRU (1-800-843-7628) Part No. MSDRISTH BEY DIFFERENCES CHECKLIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Thenna-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using A" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#3 and #10) when securing the pre - hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. For structural strength, the rough opening buck must be either 2" x 4" or 2" x 6" construction, not "1 by" construction. SINGLE DOOR ace enly DOUBLE DOOR DOUBLE DOOR W/SIDELITES ace enly SINGLE DOOR W/SIDELITE ice mly SINGLE DOOR W/SIDELITES ace enly ram. CHECK DOORWV Check width and height. Measure size of frame (width and height), not brtckmold. Remove cleats and packaging, but keep door fastened closed with transport clip. Do not remove clip or open door until instructed to do so. Height T WCHECK AND PREPARE OPENING. Is subfloor level and solid? Provide a flat, level, clean bearing surface se; the sill ma'v be caulked and sealed to the opening. Scrape, sand, or fill as required. Shim subfloor for floor covering clearance, of required. ifshinaming, caulk under shims. Is opening square? Check all corners with a framing square. Double-check by comparing diagonal measurements. Fix any problems now. Are framing and walls plumb? Use a 6-foot level and check both sides of opening, both ways. Fix anv problems now Are the wall surfaces around the opening in the same plane? There must be no "warps" or "jogs". Fix onv problems now. Is the opening the correct size" Check it against the door frame size now, before installation. Opening should be frame height plus 1/4°, and frame width plus 1/2". Remember to use only t/4" shims. Wall straight? Check each side both ways Check floor under sill. Check all four corners with square Compare P diagonals II Wall straight? MI+.'w"' +TSiwJ'.:K:rtW:2hYi.-:•,t 4iT.tY':S•4'iti\'n...`.rYn.. rr r1 Y.I,CY'WWT J I S' 1:3,Y{:.1L-:fn.1l.Y,, `Cw+Tcl 7rCAULK SUBFLOORI SILL BOTTOM. Lay door unit on edge or face so that bottom side of sill can be caulked. Place very large beads of caulk across full width tit front edge of sill. Placc one or more very large caulk beads at parallel lines across bottom surfaces which will bear on subtloor. Avoid callbacks due to leaks! Use an entire tube of caulkin,; to seal between sill and subfloor. Construction Adhesive On subtloor at opening, place very large beads of caulk that will match with those placed on sill. Run beads full width of opening. 3"Y Construction Adhesive NOTE: If installing units with sidelights, VOTE: If installing double door or patio place construction adhesive under points units, place construction adhesive under where doorjambs will bear on floor. mullion or point where doors meet at cen- Complete installation before adhesive ter. Complete installation before adhesive cures. cures. MEPLACE UNIT IN OPENING AND TEMPORARILY FASTEN HINGE JAMB. DO NOT FASTEN THROUGH BRICKMOULD. If the jamb and head does not come with pilot holes, drill 1/8" pilot holes before using screws. For single or double doors, note hinge locations and mark jamb faces near door surface, for fastener placement later. Lift unit up. With top edge tilted away from opening, center unit and place sill down onto caulk beads. Tilt into place. Work from the side of the door that is weather-stripped. outside for inswing doors, Inside for outswing doors) Plumb hinge side jamb both ways. Use a 6-foot level. Use shims totaling a maximum of 1/4" thickness, not the usual 1/2". Use 2-1/2" wood screws. Do NOT substitute nails, deck screws, or drywall screws . Place six #8 wood screws through jambs into 'two -by' studs, at each location where shown in diagrams. For single or double doors, refer to marks on jambs and place fasteners below each hinge location. so that shims may be placed behind hinges. Fasteners will keep slums from falling down while adjust- ments are made. Do not drive screws completely in at this time. 6" front top and bottom 6 wood screws; evenly spaced sidelil 6" from top and bottom 6" from top and bottom •u. `` 6 wood 1 screws i evenly II spaced II Single Units Fasten hm_e jamb. 4ll sc•rejvc used outside should be coated orgalvanized to prevent rttstiµ, and staduin,. 6 wood screws evenly spaced Double Patin U1 Fasten sidelight lamb on -4LLVI ' hinge side of door. Fasten lamb on fixed or ' r passive side of door. SHIM BEHIND HINGES AND SECURE HINGE JAMB. Go through another opening to work on swing side ofdoor. Leave door fastened closed with transport clip. Shim above fasteners, behind each hinge, between jamb and opening. Shim a total of 1/4" maximum per side. Recheck hinge jamb to ensure it is plumb and straight. Use a 6-foot level. Go back through another opening to other side of door to secure hinge jamb. Finish driving the wood screws. 9 1/4" Shim e ADJUST REST OF FRAME AND FASTEN. From swing side of door, shim near top and bottom of un- fastened jamb. Make fiame adjust- ments so margins between door and frame me all even. Adjust frame so frame face is flush with door face all around NOTE: For double door units, make adjustments that affect alignment and mareins and wearherstrip contact between dour%. 1 /4" Sh From weatherstrip side of door, check weatherstrip margins and contact. Adjust fame as required so contact and margins are equal all around door Evenly space six screws per side Review the lisures on page 3. For single doors, on the head, use three screws for each door: 6" from each end and at the center of the door. When a sidelite is present, add an additional screw 3" from the end of each door and use three screws for each sidelite head: 3" from each end and 6" frum door -aide end. Finish driving the IVUNCLIP AND OPEN DOOR. INSTALL HARDWARE. COMPLETE JAMB FASTENING. Remove transputt clip Open and close door to ensure smooth operation. With door open, at hinges where labels indicate. drill 1/8" dia. pilot holes and fasten 10 x 2-1/2" screws (provid- ed)through hinges to anchor dour t"ratne and prevent sagging. Transport —7 Clip v J C— #10 x 2-1/2' screws Close door. Carefully slam between jamb and opening behind latch area. Open door and install lockset hardware. Drill 1/8" dia. pilot holes and place 2) #8 x 2.1/2" screws (provided) through strike mounting holes to secure lock jamb center and provide security. Adjust strike in or out for proper door operation and tighten screws. Retnuve small margin shim pad: located on the head and lock jambs, between dour and jambs. J Remove Shim Pads 1/4' Shim Ii I . 8 x 2-1/2"--- i i screws provided) I II e ANCHOR SILL, ADJUST SILL. For sills prepared for anchor screws, place #10 screws through sill into subfloor. If not prepared, pre -drill 1/8" holes 6' front each end and at the center of each door. Countersink as needed. If a stdelite is used, drill an additional pilot hole 3" from end where the door and sidelight nicer. 10 screws For sill with screw -adjustable thresholds, follow directions on sill to adjust threshold to nicer door bottom gasket Section cut shown through door to show proper margin and bottom gasket contact. M o CHECK OR INSTALL CORNER SEAL PADS. (SWING -IN DOORS ONLY) Comer seal pads are an important part of a swing -in door's weatherproofing integrity. Check to see that they are installed properly, in place and with sealant under the pad at the jamb and sill joint. Self -Adjusting Sills (shop applied) Adjustable Sills Corner Seal Pad Sealant Corner Seal Pad Sealant For sills with adjustable thresholds, pads are sent to a poly bag with unit, not installed. They are installed after final threshold adjustment. Follow directions with pads to install. PROCEED TO STEP 10. WEATHERPROOF, FINISH, AND MAINTAIN ENTRY DOOR SYSTEM. Place and set galvanized finish nails through brickmould round perimeter. Cover all countersunk fasteners with in exterior -erode putty Caulk around entire unit on "weather" side: seal brickinold to siding or facing, seal front bottom edge of sill, seal all joints between jambs and moldings. Seal joints between exterior hardware trim and door face it) prevent air and water infiltration Provide and maintain a properly -installed cap flashing to protect top surfaces from water damage Pant ui stain according to Therma-Tru instructions. Do not paint gasketing or weatherstripping Dare unprotected wood will weather and degrade and change color All bare wood surfaces exposed to weather must be primed or stained and painted or finished within two weeks of exposure Maintain or replace sealants and finishes as soon as any detenoraiian is evident. For semi -gloss and glossy paints or cicarcuots, do this when surface becomes dull or rough More severe exposures require more frequent maintenance Swing -out doors must have all edges - sides, top, and bottom - finished. Inspect and maintain these edges as regularly as all other surfaces FINISHING INSTRUCTIONS TO PAINT A STEEL OR SMOOTH -STAR DOOR: Clean first with detergent and water. Do not wash doorlite frames and moldings (see below). Raise and let dry completely. Use r v an e.xterioi high -quality I 001v, acrylic latex paint Fol- lowing manufacturces directions for application. Paint edges and exposed ends of dual: TO PAINT STEEL DOORLITE FRAMES AND MOLDINGS: Clean First by lightly wiping with a clean cloth The material has n factory -applied surface preparation to improve finish adhesion. (Du nut use stripping solvents on doorlite frames This will damage or remove the surface preparation ) Musk off gluss. prime first with an alkyd -based primer, then finish with the same paint used fur the door. TO FINISH CLASSIC -CRAFT OR FIBER -CLASSIC DOORLITE FRAMES AND PANEL INSERTS: Clean First by lightly wiping with it clean cloth The material hub a fnctory-upplied surface preparation to Improve finish adhesion. (Do not use stripping solvents on frames This will damage or remove the surface preparation.) Mask off glass. Stain or paint using the same materials as For the door. (See below 11'painting, prime first with an alkyd -based primer.) To balance color when staming, apply stain more lightly on doorlite frames and panels than on dour. Topcoat when stam Is completely dry. TO PAINT OR STAIN ALL CLASSIC -CRAFT Olt FIBER -CLASSIC DOORS: Clean first. Use a dry rag or a clean cloth and mineral spirits or detergent and water Allow to dry before finishing. Edges and exposed ends should also be finished. Only apply finish when the temperature is hctwecn 50 and YU F with humidity less than 85%. Du nut work with the dour in direct sunlight. Follow directions above For doorlite frames and panel inserts. TO PAINT: Prime first with an alkyd -bused pruner. Allow the pruner to cure completely. Finish with an exterior -grade uil-based or alkyd or Iacrylic latex paint TO STAIN: For best results. use only the complete Therma-Tru Finishing System. Follow directions enclosed with Finishing System. f.•• N 1. ax',u4.:.•3,••.......r,T/. i.NC:ILwi,.i-... - MK,.w•—-- h Y4Yw....Y••..r .r...a nc 13aiton MODEL: STYLE: DESIGN PRESSURE: TEST PRESSURE W104 OAD SPECIFICA T10/1 01.08 APPROVED SIZES: 8000/8100 MAX WIDTH x 14'-0" MAX HEIGHT RAISED PANEL I MAXIMUM SECTION WIDTH 21" O29.30/-29.30 PSF IC • rm 44.00/-44.00 PSF NOTES, 13 GA HORIZ ANGLE—\ I 1. GLASS, DISCLAIMER "NO CONCLUSIONS OF ANY KIND REGARDING THE ADEQUACY OR INADEQUACY OF THE GLASS IN THE TEST SPECIMEN MAY BE DRAWN FROM 0.056" HORIZ THE TEST." (1993 ASTM E330). TRACK 2. GLAZING OPTIONS — TOP OR INTERMEDIATE SECTION, .090 SSB GLASS WITH OPTIONAL INSERTS. (4) 1/4-20x9/16" 3. VINYL OR WOOD DOOR STOP TRACK BOLT do NAILED ON 6" CENTERS) MUST 1/4-20 HEX NUT j OVERLAP TOP AND BOTH ENDS OF j PANELS MINIMUM 7/16" TO MEET iNEGATIVEPRESSURES. o 4. U—BAR TO HAVE A MINIMUM YIELD A OF 80 KSI A653 G-40 5. TRACK TO HAVE A MINIMUM YIELD DRILL .281 OR 9/32"0 OF 33 KSI A653 G-40 HOLE IN TRACK FOR JB—US BRACKET j ATTACHMENT 6. 26 GA DOOR FACER STEEL TO j HAVE A MINIMUM YIELD OF 56 KSI. 7. OPTIONAL — .080" (MIN) ALUMINUM (1)ATB—US BRA KET LOCATED--N LOUVERS WITH HIGH IMPACT STYRENE LLER LOCATION FRAME MAY BE LOCATED IN THE END EXCEPT TOP BRACKET ROLLER q PANELS OF THE BOTTOM SECTION. ( P/N 125139). Q, 8, LOCK OR OPERATOR IS REQUIRED. 9. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 10. DOOR JAMB TO BE 2X6 STRUCTURAL GRADE LUMBER. (MIN) V r) n V Approved: Mark R. Barrow, P.E. 3395.ADDI$ON DRIVE PENSACOLA. FL 32514 FLORIDA CER'nFICATjON NO. 57389 Date: 2 Z%3 5/16x1-5/8" LAG SCREW AT EACH JB—US BRACKET 0.056" VERT TRACK 1/4-20x9/16" TRACK BOLT do 1/4-20 HEX NUT AT EACH JB—US BRACKET OPTION CODE 0108 REV.' P4 800018100 9' .x 74' 1 OF 4 DES/GN PRESSURE +29..301-29. JO PSF TRA CK, END HINGE, TOP BRA CKET REQUIREMEN TS 1 /4-20x9/16" TRACK RM BOLT do 1 /4-20 HEX L NUT THROUGH ANY TWO ALIGNING HOLES TOP BRACKET •• P/N 108077) NI 5) 1/4-20x5/8" F TEK SCREWS P/N 141668) 14 GA WIDE BODY HINGE k 4) 1/4-2Ox5/8" Q SELF —THREADING SCREWS (P/N 100320) 2) 1/4-2Ox5/8" TEK SCREWS Qo ALL END HINGES 3" 20 GA °Q' U—BAR WIDE BODY HINGE P/N SEE BILL OF MAT'L) LH END HINGE RH END HINGE 2) 1/4-2Ox7/8" NYLON ROLLER TEK SCREWS C P/N 270791)'/ te r P/N 100507) C BOTTOM BRACKET P/N RH-290991— dc LH-290992) 1/4-14X5/8" SELF.DRILLING SCREW TAMPER RESISTANT P/N 154641) Approved; Mark R. Barrow, P.E. 3395 ADDISON ,DRIVE PENSACOLA, FL 32514 1: /2" FLORIDA CEPTI16-3 ON NO. 57389 20 GA CENTER Date: T/J16 GA END STILES 'STILES) OP TION CODE' 0108 RE V'.. P4 8000/8100 9 ' . X 14 ' 2 OF 4DESIGNPRESSUREf29.301-29.30 PSF U-BAR L OCA TIONS NOTE: 12'-6" THRU 14' HIGH DOORS MAXIMUM SECTION WIDTH IS 21" 0 9'-0" THRU 10'-6" HIGH DOORS W/ (5) 20 GA 80 KSI U—BARS LOCATED AS SHOWN LOCATED AS SHOWN W/ (7) 20 GA 80 KSI U—BARS 10'-9" THRU 12'-3" HIGH DOORS W/ (6) 20 GA 80 KSI U—BARS LOCATED AS SHOWN 7'-6" THRU 8'-9" HIGH DOORS W/ (4) 20 GA' 80 KSI U—BARS LOCATED AS SHOWN 6' THRU 7' HIGH DOORS W/ (3) 20 GA 80 KSI U—BARS LOCATED AS. SHOWN I 1 • 2) 1/4-2Ox5/8". TEK SCREWS ATTACH AT EACH STILE Approved: Mark R. Barrow, P.E. 3395 -ADDISON DRIVE PENSACOLA, FL 325' FLORIDA CE 111FICA ON NO. 57389 Date: `l 0 OPTION CODE.- 0108 REVP4 800018100 9 '.x 14 ' 3 OF 4DES/GN PRESSURE f 29.3%29.30 PSF CENTER STILE & INTERMEDIA TE HINGE L OCA TIONS 8'-9' II Approved: Mark R. Barrow, 3395 ADDISON,DRIVE PENSACOLA. FL 32514 FLORIDA CER FICATI N N0. 57389 Date: 2 d OPT/ON CODE. 0108 REV. P 4 800018100 9 ' . x 14 ' 4 OF 4 DESIGN PRESSURE f 29.3%29.30 PSF FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Charlie jones/baker Builder: jones S baker Address: Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: Central I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 30.0 kBtu/hr 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft') 1201 ft' c. N/A 7. Glass area & type Single Pane Double Pane _ a. Clear glass, default U-factor 139.2 ft' 0.0 ft' _ 13. Heating systems b. Default tint 0.0 ft' 0.0 ft' _ a. Electric Heat Pump Cap: 30.0 kBtu/hr _ c. Labeled U or SHGC 0.0 I'll 0.0 ft' HSPF: 7.90 _ 8. Floor types b. N/A a. Slab -On -Grade Edge Insulation R=0.0, 168.0(p) ft b. N/A c. N/A c. N/A 9. Wall types 14. Hot water systems J a. Concrete, Int Insul, Exterior R=4.2, 1311.0 W _ a. Electric Resistance Cap: 50.0 gallons _ b. Frame, Wood, Adjacent R=1 1.0, 220.0 ft' _ EF: 0.90 _ c. N/A b. N/A d. N/A e. N/A c. Conservation credits 10. Ceiling types HR-Heat recovery, Solar a. Under Attic R=30.0, 1201.0 ft' _ DHP-Dedicated heat pump) b. N/A 15. HVAC credits c. N/A CF-Ceiling fan, CV -Cross ventilation, 11. Ducts HF-Whole house fan, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.5, 45.0 ft _ PT -Programmable Thermostat, b. N/A MZ-C-Multizone cooling, MZ-1-1-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 20080 PASSTotalbasepoints: 20364 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: PA a I hereby certify that 4 b ding, as esigned, is in coTpliance with the Florida Energy Code. 011?VNER/AGENT: DATE: Review of the plans and Via sr T ospecificationscoveredbythis indicates o4 = calculation compliance RwiththeFloridaEnergyCode. Before construction is completed this building will be inspected for compliance with Section 553.908 CODFloridaStatutes. WE BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCPB v3.30) TRUSS INDEX COVER SHEET Job Identification: 06-1020 3874 Church Street Builder : Charlie Jones OFFICE Sanford, FL 32771 Location I I L6 W. 7th St, Sanford 407-323-6990 County : Seminole Building Code: Florida Building Code(FBQ2004/TPI2002 This package contains I8 truss design drawings. Wind Design: ASCE 7-02 per FBC 2004 Truss Design Software: MiTek 2000 SS With my embossed seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rules 61 G 15-31.003 and 61 G 15-23.002(2) of the Florida Board of Professional Regulation. The embossed seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. Refer to the individual truss drawings for the design loads applied. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSUTPI 1-1995 Sec. 2 and ANSUTPUWTCA 4 Section 2-4. 1A C 2 1131 C3 1C C 5 1C 1 E5 1D E7 lE E7 1E1 H7 2A H 9 213 Truss ID's N R Foaopt-p` F SPAN G`" XXX1111II11/1f111 A.B'% 23451 •; v• •C_ 0 : STATE OF : 44J p. le •R• . Octobe 13, 006 Randall Byrd, P.E. #2V51 MiTek Industries, Inc. A# 6634 2235 Jason Street Merritt Island, FL 32952 Engineer of Record William 5tuhrke FIE 1; 221bU 1221 b Rebecca's Run Ur. Winter Uarden. F-1 34/tat MiTek Industries, Inc. 14515 N. Outer Forty Chesterfield, MO 63017 Note: Each individual truss design drawing is valid only if printed on MiTek paper (MiTek title block with notes on the back) and must contain a copy of the engineer's ink stamp signifying the review of each individual truss design drawing. Job Truss Truss Type Qty Ply Charlie ]ones, 06-1020 LA ROOF TRUSS 13 1 Job Reference tional COX (SS)/ Randall Byrd, PE tt23451/ 2325, Jason St. Merritt Island, FL / (J21) 453-65M o.zuu s reo ci 2W5 mrek inousvres, inL. rn LcL a 1Y:c7:» tvuo rage I 1.4-0 6-10-0 13-0-0 19-2-0 26-M 274-0 14-0 6.10-0 6-2-0 6.2-0 6.10-0 1-4-0 c...,i... 41-1 6-10-0 i 13-0.0 1 15-4-0 1 19-2-0 1 26-0-0 6.10-0 6-2-0 24-0 3-10-0 6.10-0 LOADINQpsf) SPACING 2-0-0 CSI DEFL In (loc) I/defl I'd PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.41 Vert(L-) 0.32 9-10 >942 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.59 9-10 >517 240 BCLL 10.0 * Rep Stress Incr YES WB 0.58 Horz(TL) 0.37 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 Matrix) Weight: 132 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-6-13 oc bracing. Except: WEBS 2 X 4 SYP No.3 1 Row at midpt 8-9, 6-8 JOINTS 1 Brace at Jt(s): 8 REACTIONS(lb/size) 2=1027/0-8-0, 6=1027/0-8-0 `a'': ;! ........... '+`. ;• Max Horz 2=-83(load case 6) : ,• ,• -,, r".r Max Uplift2=-552(load case 3), 6=-552(load case 4) ;U'•, `- `'' FORCES(lb) - Maximum Compression/Maximum Tension a TOP CHORD 1-2=0/24, 2-3=-3246/1497, 3-4=-2362/1057, 4-5=-2362/1061, 5-6=-3246/1471, 6-7=0/24 BOT CHORD 2-10=-1310/2967, 9-10=-1311/2969, 8-9=-1275/2969, 6-8=-1275/2967 t _ WEBS 3-10=0/257, 3-9=-857/558, 4-9=-523/1422, 5-9=-857/567, 5-8=0/257 % NOTES (9) 1) Unbalanced roof live loads have been considered for this design. •}-' - 12) Wind: ASCE 7-02; 120mph (3 second gust); h=15ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; partially; MWFRS gable end io[12l•; .•.+;.;': IlkLumberDOL=1.33 plate grip DOL=1.33.• r; 3) All plates are 2x4 MT20 unless otherwise Indicated.' 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joints) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 552 lb uplift at joint 2 and 552 lb uplift at joint 6. 8) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 9) Designed by SS LOAD CASE(S) Standard e WARNING - Veryy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MITek connectors This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield• MO 63017 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 131 *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0!/0 For 4 x 2 orientation, locate plates 0 - 1/16" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearingstw (supports) occur. Icons vary but ap reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 cc O U a O R Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. O 4. Cut members to bear tightly against each other. U a 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/fPll . 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. M1 WWI 2004 Mitek® Job Truss Truss Type Qty Ply Charlie Jones, 06-1020 1B1 ROOF TRUSS 3 1 Job Referertce o nal COX (SS)/ Randall Byrd, PE k23451/ 2325, Jason St. Merritt Island, FL / (321) 453-6564 1 6.20U s Feb 212005 ml rex industries, Inc. rn W i3 19:27:55 2006 rage 1 1-0-0 6-9-14 13.0-0 19-2-2 26-0-0 27-0-0 1-0-0 6-9-14 6-2-2 6-2-2 6-9-14 1-0-0 Scale = 1:46.9 4x6 = 4' 4x4 = 10 9 t% qxq = 3x4 = 3x4 = 3x4 = B-10-10 17-1.6 26-0-0 B-10-10 8.2-13 8-10-10 LOADIN(Kpsf) SPACING 2-0-0 CSI DEFL In (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.34 Vert(LL) -0.12 6-8 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.32 2-10 >937 240 BCLL 10.0 • Rep Stress Incr YES WB 0.20 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC20D4/TP12002 Matrix) Weight: 115 lb LUMBER TOP CHORD 2 X 4 SYP No.21) BOT CHORD 2 X 4 SYP No.21) WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=1027/0-8-0, 6=1027/0-8-0 Max Harz 2=-85(load case 6) Max Uplift2=-552(load case 3), 6=-552(load case 4) BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purllns. BOT CHORD Rigid ceiling directly applied or 7-5-3 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27, 2-3=-1821/901, 3-4=-1606/842, 4-5=-1606/842, 5-6=-1821/901, 6-7=0/27 BOT CHORD 2-10=-738/1608, 9-10=-400/1098, 8-9=-400/1098, 6-8=-717/1608 WEBS 3-10=-333/337, 4-10=-234/559, 4-8=-235/559, 5-8=-333/337 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 4) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 552 lb uplift at Joint 2 and 552 lb uplift at joint 6. 6) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 7) Designed by SS LOAD CASE(S) Standard Ig e WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component Is responsibility, of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI1. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack C1-2 C2.3 materials on inadequately braced trusses. WEBS g' 4 3. Provide copies of this truss design to the building O o designer, erection supervisor, property owner and all For 4 x 2 orientation, locate 0 0 3 , o other Interested parties. plates 0 - 1/16" from Outside a. j° V 4. Cut members to bear tightly against each other. edge of truss. d 5. Place plates on each face of truss at each joint and O7-0 C6•' ° embed fully. Knots and wane at joint locations are BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPIII. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from Connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section Of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. Uk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type QtY Ph Charlie Jones, 06-1020 SC ROOF TRUSS 1 1 Job Reference o tional COX (SS)/ Randall Byrd, PE #23451/ 2325, Jason 5L Memtt lstan0, hL / (.7L1) 4»-6-h04 it 0.cw b rw a 4vu1 - cn auuuau . ". ... — a ....... ,..yam . 4-0 , 5-10-0 1 11-0-0 15-0-0 I . 20-2-0 I 26-0-0 1 27-4-00 14-0 5-10-0 5-2-0 4-0-0 5-2-0 5-10-0 1-" Scale 1/4"=1' 5-10-0 5-2-0 2-0-0 2.0-0 0-0-0 3-10.0 ,u u 1-0-0 Plate Offsets (X Y)' 2.0-1-0Edoel [4.0-5-40-2-01 S'0-5-4 0-2-01 7.0-1-0Edgel LOADINQpsf) SPACING 2- 0-0 CSI DEFL in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.38 Vert(LL) 0.35 11 >876 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 VertCM) -0.57 11 >533 240 BCLL 10.0 # Rep Stress Incr YES WB 0.29 Horz(TL) 0.36 7 n/a n/a BCDL 10.0 Code FBC2004/TP12002 Matrix) Weight: 138 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. Except: WEBS 2 X 4 SYP No.3 1 Row at midpt 9-10, 7-9 JOINTS 1 Brace at Jt(s): 9 REACTIONS(lb/slze) 2=1027/0-8-0, 7=1027/0-8-0 Max Harz 2=- 74(load case 6) Max Uplift2=-586( load case 3), 7=-586(load case 4) FORCES(lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=0/24, 2-3=-3256/1649, 3-4=-2613/1358, 4-5=-2819/1498, 5-6=-2613/1346, 6-7=-3256/1627, 7-8=0/24 BOT CHORD 2- 13=-1455/2972, 12-13=-1458/2977, 11-12=-1073/2421, 10-11=-1058/2421, 9-10=-1427/2977, 7-9=-1426/2972 WEBS 3-13= 0/213, 3-12=-577/402, 4-12=-83/329, 4-11=-275/629, 5-11=-290/629, 5-10=-83/329, 6-10=-577/412, 6-9=0/213 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially; MWFRS gable end zone; Lumber DOL=1. 33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 20 MT20 unless otherwise Indicated. 5) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 6) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 586 lb uplift at joint 2 and 586 lb uplift at joint 7. 9) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 10) Designed by SS LOAD CASE(S) Standard A WARNING - Verffy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N Outer Forty, Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Sulte #300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield. MO 63017 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 ANSI/TPI1 Quality Criteria. DSB-89 and BCSII Building Component M iTek® Safety Information availablefromTrussPlateInstitute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate plates 0 - 1/16" from outside a edge of truss. o This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA ICBO BEARING SBCCI Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 96-31, 95-43, 96-20-1, 96-67, 84-32 4922,5243,5363,3907 9667,9730,9604B,9511,9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSIII. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. O 4. Cut members to bear tightly against each other. U a 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Job Truss Truss Type Q1Y Pty 06-1020 1Cl ROOFTRUSS 1 1 CharllieJlo.nes, Job Reference (optional) COX (SS)/ Randall Byrd, PE tt23451/ 2325, Jason St. Merritt Island, FL / (321) 453-6564 o' 6.200 s Feb 21 2007 Kick vwuSVRs, iil . — l t 13 14-7: U LINu rays 1-a-0 5-9-14 11-0-0 15-0-0 20-2-2 26-0.0 27.4-0 1-0-0 5-9-14 5.2-2 4.0-0 5-2-2 5-9-14 1.4-0 Scale 1/4"=1' 4x8 = 44 = 4x4 = ' 13 12 11 10 to qxq = 2x4 II 3x4 = 3x4 = US = 2x4 II 5 9 14 11-0-0 15-" 20-2-2 26-0-0 5-9-14 5.2-2 4.0-0 5.2-2 5-9-14 LOADINQpsf) SPACING 2-" CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.29 Vert(LL) 0.10 12 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.1812-13 >999 240 BCLL 10.0 * Rep Stress Incr YES WB 0.28 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 129 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=1027/0-8-0, 7=1027/0-8-0 Max Harz 2=-75(load case 6) Max Uplift2=-586(load case 3), 7=-586(load case 4) BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-12 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27, 2-3=-1893/983, 3-4=-1416/829, 4-5=-1265/817, 5-6=-1417/829, 6-7=-1892/984, 7-8=0/27 BOT CHORD 2-13=-821/1675, 12-13=-821/1675, 11-12=-559/1264, 10-11=-559/1264, 9-10=-804/1675, 7-9=-804/1675 WEBS 3-13=0/234, 3-12=-469/300,4-12=-84/321, 4-10=-132/134, 5-10=-83/322, 6-10=-468/300, 6-9=0/233 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 586 lb uplift at joint 2 and 586 lb uplift at joint 7. 7) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 8) Designed by SS LOAD CASE(S) Standard is A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, ® Design valid for use only with MfTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Suite N300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSII Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive. Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/ l• *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI 1. 0 '/ie' 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z C2.3 materials on inadequately braced trusses. WEBS qz 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate 3'1 t¢ MN0 other interested parties. plates 0 - 1/16" from outside EL v 4. Cut members to bear tightly against each other. edge of truss. o a 5. Place plates on each face of truss at each joint and O7-0 `S'' °5-6 embed fully. Knots and wane at joint locations are BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon,request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. Uk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior lip reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate its]© 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Charlie ]ones, 06-1020 1D ROOF TRUSS 2 1 ob Reference o tiorel COX (SS)/ Randall Byrd, PE #234511 2325, Jason SL Merritt Island, FL / (321) 453-15564 9i10 14-0 4-9-14 9-0-0 13-0-0 1 17-0-0 21-2-2 1 26-0-0 27-4-0 1.4-0 4-9-14 4-2-2 4-0-0 4.0-0 4-2-2 4-9-14 1-" Scale: 1/4'"' 4x6 = 3x4 = 4x6 = 3x6 t' 12 11 1u .o 3x8 = 3x4 = 3x8 = 17.0.0 B-0-0 LOADINQpsf) SPACING 2-" CSI TCLL 20.0 Plates Increase 1.00 TC 0.28 TCDL 7.0 Lumber Increase 1.25 BC 0.46 BCLL 10.0 ` Rep Stress Incr YES WB 0.13 BCDL 10.0 Code FBC2004/TP12002 Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=1027/0-8-0, 8=1027/0-8-0 Max Harz 2=-66(load case 6) Max Uplift2=-620(load case 3), 8=-620(load case 4) 9-0-0 DEFL in (loc) I/defl L/d PLATES GRIP Vert(L-) 0.13 2-12 999 360 MT20 244/190 Vert(TL) 0.34 2-12 891 240 Horz(TL) 0.07 8 n/a n/a Weight: 124 lb BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-8 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27, 2-3=-1850/1108, 3-4=-1600/962, 4-5=-1449/940, 5-6=-1449/940, 6-7=-1600/962, 7-8=-1850/1108, 8-9=0/27 BOT CHORD 2-12=-937/1654, 11-12=-842/1549, 10-11=-842/1549, 8-10=-922/1654 WEBS 3-12=-249/251, 4-12=-132/400, 5-12=-240/174, 5-10=-240/173, 6-10=-132/400, 7-10=-249/252 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 620 lb uplift at joint 2 and 620 lb uplift at joint 8. 7) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 8) Designed by SS LOAD CASE(S) Standard a A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty. Design volld for use only with MITek connectors This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of IndMduoi 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSII Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X bracing, is always required. See BCSI1. t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z C2.3 materials on inadequately braced trusses. WEBS 3. Provide copies of this truss design to the building cc designer, erection supervisor, property owner and all For 4 x 2 orientation, locate b,_ w ,., 3 other interested parties. plates 0 - 1/16" from outside 0 U4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and O7-0 ' embed fully. Knots and wane at joint locations are BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 . not exceed 19% at time of fabrication. sottware or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. Uk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. 9F number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Charlie )ones, 06-1020 1E ROOF TRUSS 1 1 Job Reference ional COX (SS)/ Randall Byrd, PE #23451/ 2325, Jason St. Merritt Island, FL / (321) 453-WAA 6.2W 5 reo 4i ZVVa Fiiiex ri nrwu b, ri- nI — •1 ate. c.ge c 1.4-0 1 3-9-14 7-0.0 1 11.0-9 14-11-7 19-0-0 22-2.2 26-0-0 27-0-0 1.4-0 3-9.14 3.2-2 4-0-9 3-10-13 4-0-9 3-2-2 3-9-14 1-0-0 Scale 1/4'=1' UIS = 15 16 3x4 = 2x4 II 6x6 = 5x6 = 14 17 18 13 12 11 oxo — 3x4 = 5x8 = 3x10 = 3x4 = 7.0-0 11-0.9 14-11-7 19-0-0 26-0-0 7.0-0 4-0-9 3-10-13 4-0-9 7-M LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.59 Vert(LL) 0.25 13 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.3513-14 >872 240 BCLL 10.0 * Rep Stress Incr NO WB 0.34 Horz(TL) 0.12 9 n/a n/a BCDL 10.0 Code FBC20D4/TP12002 Matrix) Weight: 139 lb LUMBER TOP CHORD 2 X 4 SYP No.21) *Except* T22X6SYP No.2 BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS( lb/size) 2=1729/0-8-0, 9=1316/0-8-0 Max Harz 2=-56(load case 6) Max Uplift2=-1210(load case 3), 9=-881(load case 4) BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins. BOT CHORD Rlgld telling directly applied or 4-2-13 oc bracing. FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27, 2-3=-3503/2454, 3-4=-3481/2486, 4-15=-3496/2559, 15-16=-3497/2560, 5-16=-3499/2561, 5-6=-3064/2215, 6- 7=-3064/2216, 7-8=-2458/1676, 8-9=-2546/1696, 9-10=0/27 BOT CHORD 2-14=-2153/3130, 14-17=-2175/3188, 17-18=-2175/3188, 13-18=-2175/3188, 12-13=-2390/3496, 11-12=-1423/2253, 9- 11=-1466/2267 WEBS 3-14=-49/220, 4-14=-113/680, 4-13=-272/450, 5-13=-121/194, 5-12=-589/515, 6-12=-215/232, 7-12=-770/1067, 7- 11=0/220, 8-11=-15/120 NOTES ( 10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.0psf; Category I1; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) * This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1210 lb uplift at joint 2 and 881 lb uplift at joint 9. 7) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 285 lb down and 433 lb up at 7-", and 113 lb down and 148 lb up at 9-0-12, and 124 lb down and 160 lb up at 9-7-4 on top chord, and 420 lb down and 184 lb up at 7-", and 92 lb down at 9-0-12, and 92 lb down at 9-7-4 on bottom chord. The design/selection of such connection devlce(s) Is the responsibility of others. 9) In the LOAD CASE(S) sectJon, loads applied to the face of the truss are noted as front (F) or back (B). 10) Designed by SS LOAD CASE(5) Standard A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfieltl, MO 63017 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 N I fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component M iTek® SafetyInformationavailablefromTrussPlateInstitute. 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/ 1. *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSII . 1/16 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack ci•z materials on inadequately braced trusses. 0 c,, 4 3. Provide copies of this truss design to the building cc designer, erection supervisor, property owner and all For 4 x 2 orientation, locate ZC23 other interested parties. plates 0 - 1/16" from Outside a 4. Cut members to bear tightly against each other. edge of truss. a. 5. Place plates on each face of truss at each joint and O7. cs•e embed fully. Knots and wane at joint locations are BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI I. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. supports) Occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer, number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 2004 MitekO Connected Wood Trusses. lob Truss Truss Type Qty PlyCharlie ones, 06-1020 lE ROOF TRUSS 1 1 lob Reference (optional) COX (SS)/ Randall Byrd, PE #23451/ L31S, Jason St. Mema 15rano, ru / 1JL1) 9Ds-0-10+ a.cw a 1. . y.. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 7-10=-54, 2-9=-20 Concentrated Loads (lb) Vert' 4=-285(F) 14=-377(F) 15=-113(F) 16=-124(F) 17=-46(F) 18=-46(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, sooisooi® Design valid for use only with M1Tek connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component Suite #300 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillty of the erector Addltlonal 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 5b3 D'Onofrlo Drive. Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSII I. 16 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack C14 C2.3 materials on inadequately braced trusses. 0 WEBS ,, 4 3. Provide copies of this truss design to the building O ' designer, erection supervisor, property owner and all For 4 x 2 orientation, locate 0 0 3 other interested parties. plates 0 -/ib" from outside a" v 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and C7-0 C& Cs•s embed fully Knots and wane at joint locations are BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPIII. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. Uk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. 9F number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate f 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty NY Charlie )ones, 06-1020 1E1 ROOFTRUSS 1 1 lob Reference liana) COX (SS)/ Randall Byrd, PE tt23451/ 2325, Jason St. Merritt Island, FL / (321) 453-6564 6.200 s Feb 212005 MTek Industries, Inc Fri Oct 13 14:29:58 2006 Page 1 14-03-9-14 7-0-0 11.0-9 14-11-7 1 19-0-0 22-2-2 26-0-0 27-4-0 1- 0-0 3-9-14 3-2-2 4-0-9 3-10-13 4-0-9 3-2-2 3-9.14 1-4-0 Scale' 1/4"=1' 66 = r. 3x4 = 2x4 II 6x6 = 6x6 = 14 13 12 11 oxo = 3x4 = 5x8 = 3x10 = 3x4 = 7 0 0 11.0-9 14-11-7 19-0-0 26-0-0 7- 0.0 4.0-9 3-10-13 4 9 7-0-0 LOADINQpsf) SPACING 2-" CSI DEFL in (loc) I/defl IJd PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.72 Vert(LL) 0.3812-13 >792 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 VertCM) -0.4712-13 >648 240 BCLL 10.0 * Rep Stress Incr NO WB 0.40 Horz(TL) 0.16 9 n/a n/a BCDL 10.0 Code FBC2004frP12002 Matrix) Weight: 141 lb LUMBER TOP CHORD 2 X 4 SYP No.2D *Except* T2 2 X 6 SYP No.2 BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3, Right: 2 X 4 SYP No.3 REACTIONS( lb/size) 2=1986/0-8-0, 9=1986/0-8-0 Max Harz 2=-56(load case 6) Max Uplift2=-1501(load case 3), 9=-1501(load case 4) BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 3-5-1 oc bracing. FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27, 2-3=-4098/3125, 3-4=-4109/3198, 4-5=-4670/3733, 5-6=-4667/3725, 6-7=-4670/3728, 7-8=-4109/3198, 8- 9=-4098/3126, 9-10=0/27 BOT CHORD 2-14=-2759/3667, 13-14=-2828/3768, 12-13=-3560/4662, 11-12=-2822/3766, 9-11=-2756/3667 WEBS 3-14=-100/273, 4-14=-315/602, 4-13=-913/1176, 5-13=-520/612, 5-12=-45/58, 6-12=-497/613, 7-12=-910/1179, 7- 11=-315/599,8-11=-100/271 NOTES ( 11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 5) * This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1501 lb uplift at joint 2 and 1501 lb uplift at joint 9. 7) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 8) Girder carries hip end with 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 475 lb down and 427 lb up at 19- M, and 475 lb down and 427 lb up at 7-" on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Designed by SS LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE BIDE BEFORE USE. 14515 N. Outer Forty. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 630t7 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 ANSI/TPI1 Quality Criteria. DSB-89 and BCSI1 Building Component M iTek® SafetyInformationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 131 *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and Securely Seat. or X-bracing, is always required. See SCSI 1. 0 -'/d' 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack Cl-2 materials on inadequately braced trusses. c 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate ZC23 O other Interested parties. plates 0 - 1/16" from outside v4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and 07-8 cse embed fully. Knots and wane at joint locations are BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, If no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearingsU14 14. Connections not shown are the responsibility of others. supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. 9F number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty PN Charlie Jones, 06-1020 1E1 ROOF TRUSS 1 1 Job Reference(optional) COX (55)/ Randall Byrd, PE i173451/ 2325, Jason St. Memtt Israno, M / (J[I) 9o5-0004 v«++ + w -•^+ , •. w• • •.. . y LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-113(F=-59), 7-10=-54, 2-14=-20, 11-14=-42(F=-22), 9-11=-20 Concentrated Loads (lb) Vert: 14=-475(F) 11=-475(F) A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSII Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 131 *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss l . Additional stability bracing for truss system, e.g. diagonal and securely seat, or X-bracing, is always required. See BCSII . 0 /d' 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z C2.3 materials on inadequately braced trusses. C, 4 3. Provide copies of this truss design to the building cc designer, erection supervisor, property owner and all For 4 x 2 orientation, locate oZ other interested parties. plates 0 - 1/16" from outside a a U 4. Cut members to bear tightly against each other. edge of truss. d 5. Place plates on each face of truss at each joint and 07-8 C6-' °" embed fully. Knots and wane at joint locations are BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI I. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. u3i (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. 9F number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Charlie ]ones, 06-1020 2A ROOF TRUSS 1 1 Job Reference o [tonal COX (SS)/ Randall Byrd, PE #23451/ 2325, Jason St. Merritt Island, FL / (321) 453-6564 6.200 s Feb 21 2005 MTek Industries, Inc. Fri Oct 13 14:29:58 2006 Page 1 6-8.0 9-0-0 16.4-0 17-8-0 6-8-0 2-" 7-0-0 1-0-0 Scale = 1:29 5 4x8 = 5x6 4x4 = 2x4 II 3x4 = 3x4 = 4x4 = 6 8-0 I 9.4-0 I 164-0 6.8-0 241-0 7.0-0 LOADINQpsf) SPACING 2-" CSI DEFL In (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.32 Vert(LL) 0.07 1-8 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 VergM) -0.15 4-6 >999 240 BCLL 10.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2004[M12002 Matrix) Weight: 66 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 1=575/0-8-0, 4=674/0-8-0 Max Horz 1=-67(load case 6) Max Upliftl=-306(load case 3), 4=-402(load case 4) FORCES (lb) - Maximum Compresslon/Maximum Tension TOP CHORD 1-2=-955/515, 2-3=-819/534, 3-4=-961/512, 4-5=0/27 BOT CHORD 1-8=-369/805, 7-8=-369/811, 6-7=-369/811, 4-6=-365/815 WEBS 2-8=0/180, 2-6=-135/162, 3-6=-3/192 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 5) *-Mis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 306 lb uplift at Joint 1 and 402 lb uplift at Joint 4. 7) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 8) Designed by SS LOAD CASE(S) Standard A WARNING - Ver(Jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, nisu ssni® Design valid for use ontywith MITek connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component. Suite *300 Applicablllty, of design parameters and proper Incorporation of component Is responslblllty, of bullding designer - not truss designer. Bracing shown Chesterfield, MO 63017 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 fabricoflon, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. ' e Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X bracing, is always required. See BCSI1. 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c, 2 materials on inadequately braced trusses. WEBeM3 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate w, 3 O other interested parties. plates 0 - r/16" from outside a v4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and O7-0 embed fully. Knots and wane at joint locations are BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber Is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty PN Charlie ]ones, 06-1020 2B ROOF TRUSS 1 1 Job Reference(optional) COX (SS)/ Randall Byrd, PE #23451/ 2325, Jason St. Merritt Island, Fl. / (321) 453-6564 6.200 s Feb 21 2005 MTek Industries, Inc. Fri Oct 13 14:29:59 2006 Page 1 4-0-0 I 8-0-0 I 11-4-0 I 16-4-0 i 17-8-0 4-8.0 3.4-0 3-4-0 5.0.0 1.4-0 Scale = 1:29.5 6x6 = 500 12 2x4 II 6x6 = 3x4 = 2x4 II 5x8 = 2x4 II 3x4 = 4-8-0 3-4-0 3-4-0 LOADINQpsf) SPACING 2-" CSI DEFL in (loc) I/defl L/d TCLL 20.0 Plates Increase 1.00 TC 0.25 Vert(LL) 0.04 7-8 999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.05 7-8 999 240 BCLL 10.0 • Rep Stress Incr NO WB 0.33 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2004/TP12002 Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD T2 2 X 6 SYP No.2 BOT CHORD BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 1=-19/0-8-0, 9=1300/0-8-0, 5=677/0-8-0 Max Harz 1=-56(load case 6) Max Upllftl=-95(load case 10), 9=-943(load case 3), 5=-497(load case 4) Max Grav 1=34(load case 3), 9=1300(load case 1), 5=680(load rase 10) FORCES(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-207/366, 2-3=-653/569, 3-4=-653/569, 4-5=-1097/790, 5-6=0/27 BOT CHORD 1-9=-289/251, 8-9=-228/197, 7-8=-635/934, 5-7=-646/956 WEBS 2-9=-965/784, 2-8=-732/1037, 3-8=-276/337, 4-8=-348/235, 4-7=-152/370 5-0-0 PLATES GRIP MT20 244/190 Weight: 77 lb Structural wood sheathing directly applied or 6-" oc puriins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) "This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 1, 943 lb uplift at Joint 9 and 497 lb uplift at joint 5. 7) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 8) Girder carries hip end with S-M right side setback, 4-8-0 left side setback, and 5-" end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 216 lb down and 194 lb up at 11-4-0, and 201 lb down and 181 lb up at 4-8-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Designed by SS LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-86(F=-32), 4-6=-54, 1-9=-20, 7-9=-32(F=-12), 5-7=-20 Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1. *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X bracing, is always required. See BCSI1. 3 TOP CHORDS 2. Never exceed the design loading shown and never stack C2- C1-2 3 materials on inadequately braced trusses. o WEBS ,, 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate 3 ,' 3 cc O other interested parties. plates 0 - 1/16" from outside a v 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and 07-0 `' C. embed fully. Knots and wane at joint locations are BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPIII. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber Is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. u1i (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior Lii2 reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Charlie Jones, 06-1020 2B ROOF TRUSS 1 1 Job Reference tional COX (SS)/ Randall Byrd, PE ft23451/ 2325, Jason St. Merritt Island, Ft. / (3Z1) 453-6564 b.zuu s reD Z1 ttNS Mi reK InGUsvtes, InC. rn t1Q Ij iq:q::y cuuo rage LOAD CASE(S) Standard. Concentrated Loads (lb) Vert: 9=-201(F) 7=-216(F) A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chestertreld, MO 63017 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 guldance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria. DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides.of truss l . Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI1. 16 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 cx-, materials on inadequately braced trusses. WEBS C, 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate y ,., 3 fi 3 0 other interested parties. plates 0 - 1/16" from outside o_ " b T v 4. Cut members to bear tightly against each other. edge of truss. o_ 5. Place plates on each face of truss at each joint and O7-8 `6-7 cs a OR embed fully. Knots and wane at joint locations are BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearingsu1i 14. Connections not shown are the responsibility of others. supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer, 9F number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Charlie Jones, 06-1020 C1 ROOF TRUSS 30 1 Job Reference o tional COX (SS)/ Randall Byrd, PE #23451/ 2325, Jason St Merritt Island, FL / (321) 453-6564 6.200 s Feb 21 2005 MTek Industries, Inc. Fri Oct 13 14:29:59 2006 Page 1 3 Scale = 1 6 0 I2 _ 1-0-0 LOADINQpsf) SPACING 2-" CSI DEFL In (loc) I/defl L/d TCLL 20.0 Plates Increase 1.00 TC 0.09 Vert(LL) 0.00 2 999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.00 2 999 240 BCLL 10.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D REACTIONS(lb/size) 2=167/0-8-0, 4=9/Mechanical, 3=-33/Mechanical Max Horz 2=57(load case 3) Max Uplift2=-151(load case 3), 3=-33(load case 1) Max Grav 2=167(load case 1), 4=18(load case 2), 3=38(load case 3) FORCES(Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 2-3=-36/16 BOT CHORD 2-4=0/0 PLATES GRIP MT20 244/190 Weight: 5 Ib BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES (6) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 2 and 33 lb uplift at joint 3. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 6) Designed by SS LOAD CASE(S) Standard A WARNING - VeryV design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, ® Design valid for use only with MITek connectors This design Is based only upon parameters shown, and Is for an Individual building component. Suite 8300 Applicability of deslgn parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during constructlon 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 ANSI/TPI1 Quality Criteria, DS"9 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive. Madison, WI 53719. I e Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X bracing, is always required. See SCSI l . I/le t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack CI.2 C2-3 materials on inadequately braced trusses. WEBS, 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate 5 , 3' ¢ O other Interested parties. plates 0 - 1/16" from Outside d ' b " = 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and C7-8 C6•' C5-6 embed fully. Knots and wane at joint locations are BOTTOM CHORDSThissymbolIndicatesthe regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MITek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension Is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, If no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MITek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Charlie )ones, 06-1020 C2 ROOF TRUSS 1 1 Job Reference (optional) COX (SS)/ Randall Byrd, PE #2.3451/ 2325, Jason St. Merritt Island, FL / (321) 453-6564 6.Z00 s Feb 21 Z005 M7ek Industries, InC. Fn Oct 13 14:30:00 200b Page 1 Scale = 1,9 7 2-8-0 LOADINQpsf) SPACING 2-M CSI DEFL In (loc) I/deFl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.06 Vert(LL) -0.00 1-3 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.00 1-3 >999 240 BCLL 10.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004[M12002 Matrix) Weight: 8 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D REACTIONS(lb/size) 1=84/0-8-0, 2=61/Mechanical, 3=23/Mechanical Max Harz 1=70(load case 3) Max Upliftl=-23(load case 3), 2=-73(load case 3) Max Grav 1=84(load case 1), 2=61(load case 1), 3=45(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-44/24 BOT CHORD 1-3=0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (6) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 3) -This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 1 and 73 lb uplift at joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 6) Designed by SS LOAD CASE(S) Standard A WARNING • Very # design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with Mrlek connectors. This design Is based only upon parameters shown, and Is for an Individual building component Suite #300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 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 fobricatlon, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0-1/Id' For 4 x 2 orientation, locate plates 0 - 1/16" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in Welk 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearingstw (supports) occur. Icons vary but lip reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A TEE-LOK WWWOWN11104 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building 0 designer, erection supervisor, property owner and all Q other interested parties. O 4. Cut members to bear tightly against each other. U EL 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Job Truss Truss Type Qty Pry Charlie Jones, 06-1020 C3 ROOF TRUSS 9 1 Job Reference(optional) COX (SS)/ Randall Byrd, PE #23451/ 2325, Jason St. Merritt Island, FL / (321) 453-6564 6.200 s Feb 21 2005 MTek Industries, Inc. Fri Oct 13 14:30:00 2006 Page 1 Scale = 1 9.8 I LOADINQpsf) SPACING 2-M CSI DEFL in (lac) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.12 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-4 >999 240 BCLL 10.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 12 lb LUMBER TOP CHORD 2 X 4 SYP No.21) BOT CHORD 2 X 4 SYP No.21) REACTIONS(lb/size) 3=42/Mechanlwl, 2=215/0-8-0, 4=26/Mechanical Max Harz 2=102(load case 3) Max Uplift3=-61(load case 4), 2=-152(load case 3) Max Grav 3=42(load case 1), 2=215(load case 1), 4=52(load case 2) FORCES (lb) - Maximum Compresslon/Maximum Tension TOP CHORD 1-2=0/27, 2-3=-43/12 BOT CHORD 2-4=0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES (6) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 3 and 152 lb uplift at joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 6) Designed by SS LOAD CASE(S) Standard e WARNING - VerWy design parameters and READ NOTES ON THIS AND REVERSE BIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 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 ANSI/TPI1 Quality Criteria, DS"9 and BCSII Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive. Madison. WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 0 -'/16" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A Moo TEE-LOK mkw&lm 1104 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building 0 designer, erection supervisor, property owner and all other Interested parties. O U 4. Cut members to bear tightly against each other. a 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® ob Truss Truss Type Qty Ply Charlie )ones, O6-1020 Cs ROOF TRUSS 6 1 Job Reference (optional) COX (SS)/ Randall Byrd, PE #23451/ 2325, )anon St. Merritt Island, FL / (321) 453-6564 6.200 s Feb 212005 MTek Industries, Inc. Fri Oct 13 14:42:34 2006 Page 1 Scale = 1, 13 7 2x4 = LOADINgpsf) SPACING 2-" CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.02 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.06 2-4 >996 240 BCLL 10.0 ' Rep Stress Ina YES WB 0.00 HorL(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20D4/TPI2002 Matrix) Weight: 18 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D REACTIONS(lb/size) 3=108/Mechanical, 2=277/0-8-0, 4=46/Mechanical Max Harz 2=149(load case 3) Max Upllft3=-120(load case 4), 2=-166(load case 3) Max Grav 3=108(load case 1), 2=277(load case 1), 4=92(load case 2) FORCES (lb) - Maximum Compresslon/Maximum Tension TOP CHORD 1-2=0/27, 2-3=-66/34 BOT CHORD 2-4=0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (6) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 3) "This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 3 and 166 lb uplift at joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 6) Designed by SS LOAD CASE(S) Standard A WARNING - VerVV design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D"Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/• *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI1. 1 TOP CHORDS 3 2. Never exceed the design loading shown and never stack c, z czmaterials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate i;oYM other interested parties. plates 0 - 1/0 from outside a 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and c'-0 embed fully. Knots and wane at joint locations are BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Charlie )ones, 06-1020 ES ROOF TRUSS 5 1 Job Reference(optional) COX (SS)/ Randall Byrd, PE tt23451/ 2325, Jason St. Merritt Island, FL / (321) 453-6564 6.200 s Feb 21 2005 MiTek Industries, Inc. Fri Oct 13 14:42:26 2006 Page 1 Scale = 1,13 7 W = 5.0.0 5-0-0 LOADINQpsf) SPACING 2-" CSI DEFL In (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.02 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.06 2-4 >996 240 BCLL 10.0 • Rep Stress Inv YES WB 0.00 HorzM) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 18 It, LUMBER TOP CHORD 2 X 4 SYP No.213 BOT CHORD 2 X 4 SYP No.2D REACTIONS(lb/size) 3=308/Mechanical, 2=277/0-8-0, 4=46/Mechanical Max Harz 2=149(load case 3) Max Uplift3=-120(load case 4), 2=-166(load case 3) Max Grav 3=108(load Case 1), 2=277(load Case 1), 4=92(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27, 2-3=-66/34 BOT CHORD 2-4=0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-01 oc bracing. NOTES ( 6) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=S.Opsf; Category 11; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) * This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 3 and 166 It, uplift at joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 6) Designed by SS LOAD CASE(S) Standard e WARNING - Ver(J}/ design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N Outer Forty, Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component Suite #300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 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 fabrlcatlon, quality control, storage. delivery, erection and bracing, consult ANSI/TPI1 Quality Crlterla. DSB-89 and BCSI1 Building Component M iTek® SafetyInformationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 131 *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSII . 0-1/0 t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack ci•z C2.3 materials on inadequately braced trusses. WEBS Cz, 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate y 3 .fi a other interested parties. plates 0 - 1/16" from outside 0 a0 U 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and O7-8 0°'' °5-6 embed fully. Knots and wane at joint locations are BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPIII. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. Uk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior lip reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 2004 MiteO Connected Wood Trusses. Job Truss Truss Type Qty Ply Charlie Jones, 06-1020 E7 ROOF TRUSS 9 1 Job Reference o tional COX (SS)/ Randall Byrd, PE #23451/ 2325, Jason St. Merritt Island, FL / (321) 453-6564 6.200 s Feb 212005 MTek Industries, Inc. Fri Oct 13 14:30:00 2006 Page 1 Scale = 1.18 7 2x4 = LOADIN((psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.00 TC 0.43 TCDL 7.0 Lumber Increase 1.25 BC 0.37 BCLL 10.0 • Rep Stress Inv YES WB 0.00 BCDL 10.0 Code FBC2004/TPI2002 Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D REACTIONS(lb/size) 3=167/Mechanlcal, 2=346/0-8-0, 4=66/Mechanical Max Horz 2=195(load case 3) Max Uplift3=-180(load case 3), 2=-188(load case 3) Max Gray 3=167(load case 1), 2=346(load case 1), 4=132(load case 2) FORCES (lb) - Maximum Compresslon/Maximum Tension TOP CHORD 1-2=0/27, 2-3=-95/53 BOT CHORD 2-4=0/0 7-0-0 7-0-0 DEFL in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.09 2-4 843 360 MT20 244/190 Vert(TL) 0.23 2-4 337 240 Horz(TL) 0.00 3 n/a n/a Weight: 24 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-" oc puriins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES (6) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 lb uplift at joint 3 and 188 lb uplift at joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 6) Designed by SS LOAD CASE(S) Standard e WARNING • Ver(& design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MlTek connectors. This design is based only upon parameters shown, and Is for an Individual building component Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Suite #300 Chesterfield, MO 63017 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and Securely seat. or X bracing, is always required. See BCSII . 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-x materials on inadequately braced trusses. C, 43. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate Z233 o other interested parties. plates 0 - 1/16" from outside av4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and csa embed fully. Knots and wane at joint locations are BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. assumes trusses suitably protected from connector plates. thesignenvironment in accorldbewith ANSI/TPl 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in Welk 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, 1110111Installing & Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Charlie Jones, 06-1020 E7A ROOF TRUSS 1 1 Job Reference (optional) COX (SS)/ Randall Byrd, PE Jt23451/ 2325, Jason St. Merritt Island, FL / (321) 453-6564 6.200 s Feb 212005 MTek Industries, Inc. Fri Oct 13 14:30:01 2006 Page 1 7-" 7-0-0 2 Scale = 1 18 6 500 12 I 1 I ' 1 . Bt 3 2x4 = 3-0-12 7-0-0 3 12 3-11-4 LOADINQpsf) SPACING 2-0-0 CSI DEFL In (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.09 1-3 >843 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.23 1-3 >337 240 BCLL 10.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 22 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS(lb/size) . 1=244/0-8-0, 2=178/Mechanical, 3=66/Mechanical Max Harz 1=163(load case 3) Max Upliftl=-87(load case 3), 2=-192(load case 3) Max Grav 1=244(load case 1), 2=178(load case 1), 3=132(load case 2) FORCES(lb) - Maximum Compresslon/Maximum Tension TOP CHORD 1-2=-98/58 BOT CHORD 1-3=0/0 NOTES (6) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=ISft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at Joint 1 and 192 lb uplift at joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 6) Designed by SS LOAD CASE(S) Standard A WARNING - Veryt, design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite *300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 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 ANSI/TPI1 Quality Criteria. DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive. Madison, WI 53719. I e Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0-'/0 11 For 4 x 2 orientation, locate plates 0 - 1/16" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing If Indicated. BEARING Indicates location where bearingstw (supports) occur. Icons vary but aF reaction section indicates joint number where bearings occur. Industry Standards: ANSIITPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. I Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13CSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building o designer, erection supervisor, property owner and all other interested parties. O U 4. Cut members to bear tightly against each other. a 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPIII. 6. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TP11. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless Indicated otherwise. 2004 MiteO Job Truss Truss Type Qty Pry Charlie Jones, 06-1020 H17 ROOF TRUSS 2 1 Job Reference (optional) COX (55)/ Randall Byrd, PE #23451/ 2325, Jason St. Merritt Island, FL / (321) 453-6564 6.200 s Feb 21 2005 MTek Industries, Inc. Fri Oct 13 14:30:01 2006 Page 1 2x4 = I 3-10-5 1 7-0-14 - 1 LOADINgpsf) SPACING 2-0-0 CSI DEFL In (loc) I/deft L d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.31 Vert(LL) 0.01 6 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(n) -0.01 5-6 >999 240 BCLL 10.0 = Rep Stress Incr NO WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 30 lb LUMBER TOP CHORD 2 X 4 SYP No.213 BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS(lb/slze) 4=76/Mechanical, 2=369/0-11-5, 5=150/Mechanical Max Harz 2=189(load rase 3) Max Uplift4=-105(load case 3), 2=-241(load case 3), 5=-67(load case 6) Max Grav4=76(load case 1), 2=369(load case 1), 5=154(load case 2) FORCES(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-7=-378/119, 3-7=-359/144, 3-8=-34/0, 4-8=-33/17 BOT CHORD 2-9=-202/322, 6-9=-202/322, 6-10=-202/322, 5-10=-202/322 WEBS . 3-0=0/154, 3-5=-344/216 BRACING TOP CHORD Structural wood sheathing directly applied or 6-" oc purilns. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES (8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 105 lb uplift at Joint 4, 241 lb uplift at joint 2 and 67lb uplift at joint S. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 26 lb up at 4-3-11, 7 lb down and 37 lb up at 4-3-11, and 57 lb down at 1-5-12, and 57 lb down at 1-5-12 on top chord, and 22 lb up at 1-5-12, 22 lb up at 1-5.12, and 12 lb down at 4-3-11, and 5 lb down at 4-3-11 on bottom chord. The design/selection of such connection devlce(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Designed by SS LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=5(F=12, B=-7) 9=22(F=11, B=11) 10=-9(F=-6, B=-3) A WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MfTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Suite *300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 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 ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 593 D'Onofrlo Drive. Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless x,y Damage or Personal InjuryOffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI1. 0 -/id' 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1•2 c2a materials on inadequately braced trusses. WEBS 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate Ap, 4 w,' other interested parties. plates 0 - Ihe' from outside O d = 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and O7-0 CZ-7 C" OR embed fully Knots and wane at joint locations are BOTTOM CHORDSThissymbolindicatesthe regulated by ANSUTPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design Is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/Oryy BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. u3i (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior lip reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Charlie Jones, 06-1020 H9 ROOF TRUSS 3 1 rnv rccv D—A. 5 a r Do w11wc1 , Job Reference (optional) ram, nun 1 , asOn x. 1-9 ILL 1-0, FL/ hcif 453-6564 b.200 s Feb 21 2005 MTek Industries, Inc. Fri Oct 13 14:30:01 2006 Page 1 1-I D-10 53-5 & 10-13 1-10-10 53-5 n-7A 3x4 = 11 3x4 = LOADINQpsf) SPACING 2-0-0 CSI DEFL In (loc) I/defl L/d PLATES GRIPTCLL20.0 Plates Increase 1.00 TIC 0.47 Vert(LL) 0.04 6-7 >999 360 MT20 244/190TCDL7.0 Lumber Increase 1.25 BC 0.42 Vert(M) -0.10 6-7 >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 42 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS(Ib/slze) 4=226/Mechanical, 2=428/0-11-5, 5=351/Mechanical Max Harz 2=301(load case 3) Max Uplift4=-300(load case 3), 2=-312(load rase 3), 5=-174(load rase 3) Max Grav 4=226(load case 1), 2=428(load case 1), 5=368(load case 2) FORCES (lb) - Maximum Compresslon/Maximum Tension TOP CHORD 1-8=0/24, 2-8=0/24, 2-3=-824/387, 3-4=-105/47 BOT CHORD 2-7=-610/771, 6-7=-610/771, 5-6=0/0 WEBS 3-7=0/304, 3-6=-818/647 BRACING TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-3 oc bracing. NOTES (7) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 300 lb uplift at joint 4, 312 lb uplift at joint2and174lbupliftatjoint5. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Designed by SS LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.00 Uniform Loads (pif) Vert: 1-8=-54 Trapezoidal Loads (plf) Vert: 8=0(F=27, B=27)-to-4=-134(F=-40, B=-40), 2=-2(F=9, B=9)-to-5=-49(F=-15, B=-15) e WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty. Design valid for use only with MfTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. State *300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 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 ANSI/TPI1 Quality Criteria. DSB-69 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 5b3 D'Onofrlo Drive. Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1. *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely Seat. or X-bracing, is always required. See SCSI 1. 0-'/d' 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-3 materials on inadequately braced trusses. WEBS ,, 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate 3 0 other Interested parties. plates 0 - 1/16" from outside a U 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and 07-0 ' ° O embed fully. Knots and wane at joint locations are BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6 Design lb suitably protected from connector plates. the environment in accord with ANSI/TPI11.e 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in Welk 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/ LETTERS. responsibility of truss fabricator. General practice 1 perpendicular to slots. Second 4X4is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is Installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/ TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeke DSB- 89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, s Installing & Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. S BEDROOM OUTLETS TO BE ON ARC FAULT INTERRUPTERS GFI OUTLETS OUTDOORS, GARAGES AND KITCHEN Electricii It005 o All electrical shall be in accordance with the 39TNational Electric Code 14 COPPER TO LIGHTS AND OUTLETS 10 COPPER TO WH B COPPER TO RANGE EXTERIOR INTERIOR (ALUMINIUM WIRING MAY BE i SUBSTITUTED PER LOCAL CODE.) 4/0 ALSER (20OAMP) 12/0 AL5ER (I50 AMP) vERIFY 5ERVIGE IREQUIREMENT A/C DISC MAIN ADD'L PANELS AS REQ'D DISC INT. ( 20 CIRCUITS) TYP. i PAN COMBO BOX 1 TYP. ELEC. PANEL U.G. SERVICE BY I (30 CIRCUITS) POWER GO. T 4 GROUND- (2) 5/8" ROD 8' DEEP 1 ELECTfR 1 c,4L fR I SER D 1,4IGfRAM l 6 D r r PLANS REVIEWED 4 CITY OF SANFORD f