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HomeMy WebLinkAbout105 W 20 St 05-2572 Int. Renovation/Garage AdditionZth S PERMIT ADDRESS I JAD a 0 CONTRA( ADDRESS PHONE NUMBER q 0t) S 9 9* Talc SUBDIVISION WOO PERMIT # + DATE " 40" Oa PERMIT DESCRIPTION h d & / A 14-te PERMIT VALUATION 3 O, 00 0 SQUARE FOOTAGE t7 d En U) PROPERTY OWNER ADDRESS V PHONE NUMBER I w ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR 1ru:l7udktt u I :T:p7 MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE I 0.1 d A I CITY OF SANFORD PERMIT APPLICATION Permit #: C) C) Co Date: 40z al Jobvgt!HRe s: Q 5 W. a C) +h S 4- S Q n:a r- 4 F1, 3 J Description' of Work: n 0 M r r o t..t n d i1r, D ,- a - Q r C Historic District: n 0 Zoning: Value'ofWork: S 1 SO D • 43n Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: 11019L / I # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: O,wnersi. Artier&•9ddF6s- Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Attach Proof of Ownership & Legal Description) Th'one: ) :71 - 06 /-a State License Number: Contact Person: Phone: Architect/Engineer: Phone: Address: Fax: 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 pens t 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 o er/Agent "b O date ZZ ent's Name Signature qR Notary- tateoofFlon a ite D'cBBIE BL MY CV'.' :# DD 18't..3lON # DD 188491 ri(PA_.:. Frbuary 25. 2007 Owner/Agr y ism- Personally,"" ,1x19.,M . co Produced-f 6 -_ _ Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg:i 62 I -"Loth ,G r ties: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: CITY OF SANFORD BUILDING DIVISION OWNER(BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under. this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, Z22? do hereby state that I am qualified and capable of performing the requested construction nvolved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. OwnedBuilde Signature 0 Date Print O er/Builder Name otary—State 7LANNU='3BI.....- M0.3-NG7,Personally,has IJ 1 Geir Ix>>e5 Mew 1feo---;Ponv T X' h Air holes Y 5 h SA>J r-c x is+l „g HMO u s e Foe f2r' 4 D 3 - o (vq hl4h Q r O 12 S 1 0.00* 32•X 33•= 1t056.00* 0.00* 17•X 9•= 153.00 0.0u r 12•X 8•= 96.00t, 0.003;( It056.00+ 153.00+ 96.00+ 1t305.00* I1305•: 2•X 0.01= 5.52* i3aS CAI portPW147 'da lxwev_ Permit # : os- a s 7 a Job Address: I C) Description of Work: Jl-'Mo J Historic District: Car CITY OF SANFORD PERMIT APPLICATION 4 K-es- 2ux__ CC011-1s 4 r-T Date: Value of Work: S `r3PACO Permit Type: Building t/ Electrical 10* 0 Mechanical Plumbing 1606_ Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS 2G0 Addition/Alteration " Change of Service e-"_ Temporary Pole Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures _ Plumbing/New Residential: # of Water Closets Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lines # of Gas Lines Occupancy Type: Residential Commercial Industrial Construction Type: I # of Stories: I # of Dwelling Units: Parcel N: '_ II" Owners Name & Address: 1 t lA Contractor Name & Address: Plumbing Repair— Residential or Commercial Total Square Footage: Flood Zoae! (FEMA form required for other than X) Proof of Ownership & Legal Description) Phone: m t y%PVLT T-LZ1S1 State License Number: C G QI 35 29 Phone & Fax: — 5CICISL,S`G ;S ntact Person: Phone:v1HECE VED BondingCompany: (/A Address: y Mortgage Lender: 1AQ V -11- , APR 0 1 2009 Address: __ M / Architect/ Engineer: f `s'/L I "5 Phone: A-0 7 " to9 -7—\S Address: C n''15 -sr Wes, Fax: '69J 1 ` (A-7— Z, 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. ON TICS: In addition to the requirements of this permit, them may be additional restrictions applicable to this property that may be found in the public records of this county, and them 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 uir ments on6 ' La , FS 713. q / 05 I G Signntum er/Agent Da Si on ctor/Agent Date r Print Own/Agent's Name-f Print Contractor/Agent's Name Signs otacy-Statr of l9ri a Date Signature of Notary -State of Florida Date DE69Ih 13LANTON My CG:' .. # Do tt east DEBBIE BLANTON M Owner, en Pcisonally KnAiY fti;Mii?tb'r Contractor/[e4_,,. 3 9P4ffFebruary25,20o PwM 91 Pn did INoi i rco:uy ofmoi,nt nswc co. _ Produ FL rroi Discount tea, Co i APPLICATION APPROVED BY: Bida Zoning• Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: 10g- 0s CITY OF SANFORD PERMIT APPLICATION Permit # :t-D 5 -a n-7cZ- Date: Job Address: 1 U ;: In/ . -a n +h _ s4 Description of Work: ;r e- 0-;, 1 re. ho U-4-1 — L2c_+ r t e Q__p Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMP& Addition/Alteration _ Change of Service Temporary Pole Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Construction Type: Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial _ Industrial of Stories: # of Dwelling Units: Total Square Footage: Flood Zone: (FEMA form required for other than X) Parcel N: (Attach Proof of Ownership & Legal Description) Owners Name & Address: aD()5 s Contractor Name & Address: Phone & Fa:: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: 4o r - 3cao - con ! State License Number: Contact Person: Phone: Phone: Fax: 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 of the requirements of Florida Lien Law, FS 713 0ee, u- 5/1I /O S Signature of O er/Agent `6 0 Dale MQru'5, ?? 'iLAI? e r ent's ame S- atur of Notary -State of Florida Date Owner/Agent is Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg. Initial & Date) Special Conditions: Zoning: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. I1 is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I,-mo, vvs Q O,v , do hereby state that I am qualified and capable of performing the requested 3 struction iRvolve&kith the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. rn 3 ar c r/ 0 S Owner/B' der Signaturg Dale Print Own rBuilder Name aC;?9Z`- s- -// - U ji Signature of Notary —State of Florida Date Owner is Personally Known to Me or has Produced ID CITY OF SANFORD PERMIT APPLICATION Permit #: O 2,5-7 7-- i Date: Job Address: Z(::) ,5 141 • -D pescription of Work: v Historic District: GZ D Zoning: Value of Workl J "i eq tJ Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Construction Type: Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Faz: Bonding Company: Address: Mortgage Lender: Address: Mechanical Plumbing 1-"- Fire Sprinkler/Alarm Pool _ Addition/AIteration Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Cale. Required) it of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial _ Industrial of Stories: # of Dwelling Units: Contact Person: Total Square Footage: Flood Zone: (FEMA form required for other than X) Attach Proof of Ownership & Legal Description) State License Number: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 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 of er/Agent ate% MzJ ae.i-- 5////0s Print Owner/Agent's N S I i c5 gnatureogVotary-State f lorida Date 10. JO ANN M. JO{NSON MY COMMISSION 1 DD 265622 N ! EXPIRES: Ala 2 Owner % °_A_rReraott 2ce6[vle or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/ Agent is _ Personally Known to Me or Produced ID Initial & Date) Utilities: 103 Initial & Date) (Initial & Date) CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. do hereby state that I am qualified and capable of performing the requested c6iistructi6n i volve with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. Owner/B er Signa= Marti 13 P-PI-v Print O , .elder Name MY Omt4roJbN2NSONCt,D85 2E: Vgnature of Notary—S a of Flog ` Date Owner is Personally Known to Me or has Produced ID njJ 11W)it(Uw1Livi ri[rnncu o,, utwnrr n BK 05594 FIG 1808 NAME `pl '" CLERK'S it t•Q15&11471E O IC O `COMMENCEM RDED 81/eVEW5 11 OOM AA Permit No. ADDR. RMORIVU1105115ra MOM State ofFlorida, +" FL 3 Z-IS 1 RECORDED BY t holden 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. 1. Description of property: (legal description of the property and street address if available) 2. r f' 36- •30 - 5-312 ao0o _ o[ oo 6D6 w. 2.0**1 57' S.411) 7 2. General description of improvement: eLnL. 0 /S 1111w +iArn AdQ Q dOor In:j0 4. -CIA 11rU .o1M . 3. Owner information CA je,[ty) a. Name and address r 1- 5 - 7 b. Interest in property [,%& own i4 - nax+ door- mb mu-P rnaiiti hoks.e. c. Name and address of fee simple titleholder (if other than Owner) no r1.e_ Contractor a. Name and address VJ ?FOUL C0j)t %-)YWC TXAx C. c• G iaVF_ ryw'm,•h, "'Fc_ Z-l5 .Ptk Lu .nPU CGCOV35Z`i Phone number -1 ,S9g -S ,, Fax number 5. Surety a. Name and address b. Phone number Fax number - c. Amount of bond 6. Lender a. Name and address —6Ln b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(l)(a)7., Florida Statutes: a. Name and address b. Phone number Fax number 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713. 13(l)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ignature Own Sworp to (or affirm ai ubscribed before me this _ day of /V 20 O, by CERTIFIED COPY Personally Known OR Produped Identification /I— Type dentification Produced yY r Deborah L Lyon ignature of Notary Public' Sta o for da My commission DD026294 o°, M10 Commission Expires: Expires May 15 2005 MARYANNE MORSE CLERK OF CIRCUIT COURT IEld 0 t 7,.,,TY, YDA AXE AN 2 _ _ 2005 PL H T OF SURVEY DESCRIPTION LOT 10 HNO NORTH 5 FEET OF LOT 11 Sfi FO D TERRRCE HS RECOROEO IN PL fi T BOOK 4 PfiCEC51 36 OF THE PUBLIC RECOROS OF SEmINOL E COUNT)`, FL ORIOfi' THIS PROPERTY LIES 1 /U ZONE " X _" H000170INC TO FIRM IMF # 10117C 80 95 E OH TE 1 /17135 30' Li Y O O Ln un Ifl V FD REBAR NO • HUGHEY ST ( PAVED ) 20TH ST 14R R4 FD REBAR NO o 9. 10.50' o a 1 o PO.7 o h l. B IT) J5.7 ..8:- --- W000 mr 78 78• _ o 42.00• 9 1 STY C04( BLH R£S II h B I a In a PI_B In 91 & 7 NORTH 5' OF LOT 11- A h 1 n 7 FD CONC MON U . 4 U NO E PART OF LOT 11 FD REBAR NO M LEGEND: ELEV - ELEVATION N&D - NAIL AND DISK BLK -BLOCK FD - FOUND POB - POINT OF BEGINNING ESM1 - EASEMENT ESMT - EASEMENT POC - POINT OF COMMENCMENT IP -IRON PIPE STY. STORY CB CHORD BEARING R - RADIUS CL - CENTERLINE R/W - RIGHT OF WAY A - DELTA X-X-X - FENCE PI_ - PROPER 1 Y LINE C - CHORD RES - RESIDE14CE PC - POINT OF CURVE L - LENGHT BLDG - BUILDING CONC - CONCRETE 13 -PLAT WD FRM - WOOD FRAME MON - MONUMENT NUMBER UTII_ - UTILITY RD - ROAD FD C014C MON It 0 FD REBAR * Q - SET REBAR #2259 0 - SET CONC MON *2259 NOTES. R.P.U. - RESERVED FOR PUBLIC UTILITIES I NOT VALID WITHOUT TIIE SIGNATURE AND TIME ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 2 THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR UNRECORDED EASEMENTS 'THAT EFFECT THIS PROPERTY. 3 NO UNDER GROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHER VISE SHOWN 4 DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. 7 BEARINGS ARE BASED ON ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING ID B I. 5 VERTICAL CONTROL (NATIONAL GEODETIC VERTICAL DATUM 1028) TYPE RRVEY BOUNDARY DATE.' 1012112004 SCALE - 30' DRAWING N0.- 08 NO.: SHEET.• / OF l BRACING FOR THREE PLANES OF ROOF BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 1 Trusses are not marked in any way to identify Los trusses no estan marcados de n,ng6n modo que - i , _ T ('' th f o locatbnoftem ora biotin [fi I fe enaa o laalizacdn de los arnostres - _-- EL ARRIOSTRE EN 1 RES PLANOS E TE"HO °Eel o Maximum lateral brace spacing s e requency r p ry g. Follow the recommendations for handling, permanentes i en que a r cu i bracing) temporales. Use las recomendaciones de manejo, yi j installing and temporary bracing of trusses. hnstalacion y amiostre temporal de Jos trusses. Vea el folleto Refer to BCSI 1-03 Guide to Good Prac i e f r BCSI 1.03 Guia de Buena PraRica Para el Maneio Instalacion Handling Installing & Bracing of Metal Plate y Arriostre de los Trusses de Madera Conner o on Connected Wood Trusses for more detailed Placas de Meta Para Para mayor Information. information. n - ifit ri d i eno d los trusses uede es ec aLosdbucisenseP1P Trusses up to 20• I _ Trusses up to 30' f -- hasty 30TrussesTrussDesignDrawingsmayspecifylocationsoflaslocalizacionesdelosarnostresenlosTrusseshasty20'I i permanent bracing on individual compression miembros indivlduales en compreshon. Vea la ho)a resumen members. Refer to the BCSI-B3 Summary BC51-B3 para )cis arriostr r anen e f 5de losSh __0 Memeer rmanent Bracin Web ( y ANTAMIENTOinsecundanos (webs) para mayor Information. El HOISTING - LEVANTAMIENTO Reinforcement for more information. All other permanent bracing design is the responsibility resto de arriostres permanentes sen la responsabilidad del of the Building Designer. Disenador del Edifiao. I' r ] _ cur-.equences Of improper handling, Installing and bracing may be a collapse of the structure, rc worse, serious personal injury or death. EI re5ultado de Lin mane)o, instalaoon y arnostre madecuados, Puede ser IS cafda de la escructura c a6n peor, ruee.Js o heroics, I GENERAL NOTES NOTAS GE NERALES HAND ERECTION — LEVANTAMIENTO A MANO Du not lift trusses. over 30' by the peak. No levance del pico Jos trusses de mas de 30 pies. Greater than 30' Mas de 30 Dies HOISTING RECOMMENDATIONS BY TRUSS SPAN Banding and truss plates have sharp edges Wear RECOMMENDACIONES DE LEVANTAMIENTO gloves when handling and safety glasses when - (( E FOR LONGITUD DEL TRUSSC,.- cutting banding. Empaques y prams de metal henen bordes 60' or less of ilados. Use guantes y lentes protectores cuandn - come los empaques. HANDLING — MANEJO Use special rare ,rl windy weather or nr-ar power lines Pies de ream) and airports a o 6 ma. 7 w r, 1 ,a — ONE WEEK OR LESS MORE THAN ONE WEEK Approx. 112j Tagline truss length Y UlibceCUldado t-- TRUSC,EStil PO a )' especial or, dias TRUSSES '.- iAs;i nn. ventosos o cerca de cables electrtcos o de aeropi. Ierros. —__S_greaderbar -- II Spreader bar for I truss bundles 1 . \ ccCtrio. 7 y l... n al lento las I -", li ,. . -Ifns. Toe - in _ j \ Tice - in Spreader bar 1/2 to F— Tagline 2. 13 truss length — TRUSSES UP n gnu i itUS';SS : L%STA 'iil' Locate Spreader bar r', Attach above or stiffback 10, o.c. max mid - height Spreader bar 2/3 to 3/ 4 truss length — Tagline -" BRACING — ARRIOSTRE 7, 0 Brace first truss .veil t before erection of additional trusses. Top Chord Temporary Lateral Bracing ( TCTLB) Tln, 1) TOP CHORD - CUERDA SUPERIOR Truss Span T Chord Temporary Lateral Brace TCTLB Spacing opCopry ( ) p g Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' lu' tic max. Hasta 30 pies 1.0 pies maximo 30' to 45' 9 D.C. ;rax. 30 a 45 pies 8 plus maximo 05' to (30' 5 0.-. max. 45 a 60 pies 6 pl-, maximo 60' to 80" 4' c.c. max- 60 a 80 pies' 4 pies maximo Consult a Professional Engineer for trusses longer than 60'. Consulte a un ingeriero Para trusses de mas de 60 pies. 1.\ Refer tog L3_6 Summary_5heet - Gable d ame EjpBracing. Veael re'sumen BCSf86 ki-nostre doter r s ternitnal- de u_ n do a pos- aguas. 2) BOTTOM CHORD - CUERDA INFERIOR Lateral braces- 2x4x12' length lapped over CWO trusses. d Diagonal braces C every10 truss spaces (20' max.) 10'-15' max. Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS Web members Diagonal braces every 10 truss spaces ,20' may 1 10-15 max. same spacing as bottom chord Some chord and web members not sho,.vn for . .- lateral bracing CT3 mamma Sh _t 10' o.c. for 3x2 chords I2mOOrar-v tnd 15' o.c. for 4x2 chords 15 Diagonal braces Permanent .0 acing FQr Parallel) Chip 1p' or every 15 truss spaces (30' max.) I'_' Trus.; e5 for more s M{ p m onlnation. n Vea elrelnen3CSi-B7_ArnOstrepermanencede The end diagonacases de_uerdasbraceforcantileparalels Para mayor trusses must be placed Lateral braces info n 3rf6n on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING — INSTALACION Max 8ew l~ Lengthy - I Max. Bow i Max. Bow Truss Length B Length yL tAax. w7/8' 14.6' D150. D ( ft.) 1" 16.T1/4" 1'1-1/8" 18.8' 1/2" 2' 1-114"A22 Plumb 3/4" 3' 1-3/8"bob IL_ 4' 1-1/ 2"1" 1- 1/ 4" 5' 1-3/4"0.50 max1-1/2" 6' 2" 1- 3/ 4" T 2" 8' CONSTRUCTION LOADING - CARGA DE CONSTRUCCION l. Do not proceed vrith construction until all bracing is si°cu-ey Maximum Stack Height and properly in place. for Materials on Trusses I No procada con :a C-onstruccion hastaque iodos los arrostres esten colocados en forma apt opiada y Segura. Do not exceed maximum stack heights. Refer to ECSI-B4 Summary Sheet - Construction Loading for more Information. No exceda las rnaximas alturas recomendadas. Vea of nesumen Material Height ( h) Gypsum Board 12 Plywood or OSB 16` Asphalt Shingles 2 bundles Concrete Block 8" Clay The 3-4 tiles h,gh BCSI-64 Ca,-ca cle_ onstrucc_on para mayor information, Do not ov=rload Small groups Or single - usses. No sobrecai gu ]equeilrs g, _Peso trusses Indwiduales. ALTERATIONS ALTERACIONES tte`e, FCb c rI_r ar,, c ,per - Trus J-I 1ae . Iobsl e Piodihcations aid Ins a at_QnE s' e I rsum.. 3-s"-65 J ro (Li_r s-s, hloelhc,lonEs ep a Gbra vrrores. de mstalacion d' 1] lC l rU. . OC trill inv structural r tuber of h `ruiS un cr ecrnr Ilv Dr,;v,og, U n:' e 71e In .1 •: br tr ItoI C l C ens c fia rre[_ _,.t!. ml n 'do _ eliL.u_:o71 1 \ a rl s - _ rill .1 p trl for _c .dn.-IvuLr rui uto tulr r.'11. I - pTaI.1 o a,,, rli,a 7 I n i eje NOTE t._ kcal nl a'f '.a t'. , t t r , JL r-t p,,l,t The t h ltl o vC3s -). d g t t t-"3TIT, a [Cdnt et the II -t to h ., I V J' II rA 1 1 5 f h Jw S f t r01 gt, ll obi " qd a la 3 ti• d 0 6 t J h f s s s 33 CUM7ti 3 1 S[i g -r ito t ti t r 3 . f le r n 1 t - j• r al A ror i WOOD TPUSS COUNCIL OF AMERICA TRUSS PLATE INSTirUTE B 1'JJARN 11 x 17031125 11 cl ull CA 13c, 3 1 ---8L-0 t MiTek° RE: PFLUEGER - Site Information: Project Customer: MOLLY PFLUEGER Project Name: ADDITION Lot/Block: Subdivision: Address: City: SANFORD State: SEMINOLE CO. MiTek Industries, Inc. 1801 Massaro Blvd. Tampa, FI 33619 Phone: 813/675-1200 Fax: 813/675-1148 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2001 Design Program: MiTek 20/20 5.2 Wind Code: ASCE 7-98 Wind Speed: 120 mph Design Method: Main Wind Force Resisting System ASCE 7-98 Roof Load: 47.0 psf Floor Load: N/A psf This package includes 9 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No.]Seal# Job ID# Truss Name Date 1 IT1451337 PFLUEGER JA 2/24/05 2 IT1451338 PFLUEGER JA1 12/24/05 3 T1451339 I PFLUEGER JAG 2/24/05 4 I T1451340 I PFLUEGER B 2/24/05 1_ 1 T1451341 I PFLUEGER 1135 12/24/05 16 1 T1451342 I PFLUEGER JJ5 12/24/05 1 17 1 T1451343 I PFLUEGER I L 12/24/05 1 18 I T1451344 I PFLUEGER I M 12/24/05 19 1 T1451345 I PFLUEGER I S5 12/24/05 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Accu-Span. Truss Design Engineer's Name: Zhang, Guo jie My license renewal date for the state of is February 28, 2005. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. 1 of 2 February 24,2005 Zhang, Guo jie Job Truss Truss Type Oty Ply T1451337 PFLUEGER A ROOFTRUSS 11 1 Job Reference (optional) A CU-SPAN-TH, LONGWOOD, FL, TIM 5.200 s Jan 16 2004 MTek Industries, Inc. Thu Feb 24 13:52:06 2005 Page 1 18-0 6.4-7 12.0.0 16-0.0 21-0-0 26-7-9 33-0.0 34-" 1$-0 6.4-7 5-7-9 4-" 441-0 5.7-9 6-4-7 1.6-0 Scale = 1.58.7 4x6 = 4.42 12 5 2x4 11 2x4 11 4 6 SA % 5x6 3 7 2 8 3x8 = 14 13 12 11 10 3x8 2x4 // 7x8 = 7x8 = 2x4 3x6 = 3x6 = 4-4-0 12-0-0 21-0.0 28.8-0 32.6-0 33-0r0 i 1 4-4-0 7-8-0 9-0.0 741-0 3-10-0 0.8.0 Plate Offsets Y : 3:0-3-0 03-0:03-00-3-08:0-1-1 0-1-8 12.0-2-12 0-3-413:0-2-12 03-4 LOADING (psf) SPACING 2-0-0 CSI DEFLin (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.66 Vert(LL) -0.29 12-13 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.72 Vert(TL) -0.50 12-13 >773 180 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) -0.12 2 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight: 177lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc pudins. BOT CHORD 2 X 4 SYP No.1 D 'Except' BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. 12-13 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 2-3-3 REACTIONS (lb/size) 2=1839/0-8-0, 8=1839/0-8-0 Max Harz 8= 1 74(load case 4) Max Uplift2=-984( load case 2). 8=-984(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=0/19, 2-3=3923/1889, 3-4=3213/1644, 4-5=-3213/1784, 5-6=-321311784, 6-7=3213/1644, 7-0=-3923/1889, 8-9=0/19 BOT CHORD 2-14=-1634/ 3650,13-14=-1686/3545,12-13=-978/2320,11-12=-1813/3545,10-11=-1761/3650,8-10=-1761/3650 WEBS 3-14=0/157, 3-13=595/471, 4-13=377/369, 5-12=-703/1184, 6-12=-377/369, 7-11=0/157, 7-12=-595/471, 5-13=-703/1184 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone, cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 984 lb uplift at joint 8. 4) In the LOAD CASE( S) section, loads applied to the face of the truss are noted as front (F) or back (B). 5) This truss designs conforms with Florida Building code 2001. based on parameters indicated. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1. 33, Plate Increase=1.33 Uniform Loads (plf) Vert: 15=- 74, 5-9=- 74, 2-13=-20, 12-13=50(F=-40), 8-12=-20 Guo-Jie Zhang, FL Lic # 47744 MiTek Industries, Inc. 1801 Massaro Blvd Tampa FL 33619 FL Cert.# 6634 February 24, 2005 A WARNING - Ver(!y design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 1801 Massaro Blvd. ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component. Tampa. FL 33619 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from TrussPlateInstitute, 583 D'Onofrio Drive. Madison, WI 53719. r - 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 ir OMr * For 4 x 2 orientation, locate plates 0 -'/16" from outside 0- edge of truss. 0 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 butIVreactionsectionindicatesjoint 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 1 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 W IN. 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 Q other interested parties. 0 4. Cut members to bear tightly against each other. 0 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 City Ply T1451338 PFLUEGER Al ROOFTRUSS 4 7 Job Reference o tonal A CU-SPAN-TH, LONGWOOD, FL, TIM 5.200 s Jan 16 2004 MITek Industries, Inc. Thu Feb 24 13:52:06 2W5 Page 1.&0 6-4-7 12-0.0 16-6-0 21-0-0 26-7-9 33-0-0 344-0 1.6-0 6-4-7 5-7-9 4-" 4.6-0 5-7-9 6-4-7 1.1-0 Scale = 1,58.7 4x6 = 4.42 F12 5 2z4 11 2x4 11 4 8 5x6 % 5xe 3 7 2 B 1 9 3x4 = 14 13 12 11 10 3x6 3x6 // 7x8 = 7xB = 2x4 \\ 3xe = 3x4 = 4-4-0 12-0.0 21-0-0 28-6-0 32-8-0 33-0r0 r 1 4-4-0 7-80 9-0-0 7-" I 3-10-0 0.6-0 Plate Offsets Y : 3:03-003-0:0-3-00-3-08:0-2-1 0-1-8 12:0-2-12 03-4 13:0-2-12 034 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) -0.17 12-13 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.64 Vert(TL) -0.31 12-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(rL) -0.06 14 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Simplified) Weight 177lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 333 oc pudins. BOT CHORD 2 X 4 SYP No.1 D 'Except' BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. 12-13 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 23-3 REACTIONS (lb/size) 14=2097/0-", 8=1588/0-M Max Harz 8= 1 74(load case 4) Max Upliftl4=-1247( load case 2), 8=-876(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=0/19. 23=-988/1115, 3-4=-1970/1042, 45=-1970/1151, 55=-2511/1482, 6-7=-2511/1342, 7-8=3238/1594, 8-9=0/19 BOT CHORD 2- 14=-1045/1051, 13-14=379/737, 12-13=-706/1654, 11-12=-1568/2907, 10-11=-1515/3012. 8-1 0=-1 515/3012 WEBS 3-14=- 2661/1674, 3-13=554/1204, 4-13=377/369, 5-12=-707/1189, 6-12=377/369, 7-11=0/157. 7-12=-608/480, 5-13=-227/ 448 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone: cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1247 lb uplift at joint 14 and 876 lb uplift at joint 8. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 5) This truss designs conforms with Florida Building code 2001, based on parameters indicated. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 15=-74, 5-9=-74, 2-13=-20, 12-13=50(F=-40), 8-12=-20 Guo-Jie Zhang, FL Lic #47744 MiTek Industries, Inc. 1801 Massaro Blvd Tampa FL 33619 FL Cert.#6634 February 24,2005 A WARNING - VeryV design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. 1801 Massaro Blvd. Tampa, FL 33619 Appllcoblllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer Bracing shown Is for lateral support of Indlvldual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, detivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-69 and BCSI1 Building Component MiTek® Safety Information availablefromTrussPlateInstitute, 5a3 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. Cl For 4 x 2 orientation, locate plates 0 - Vie' from outside a 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 butIVreactionsectionindicatesjoint 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 1 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 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 designer, erection supervisor, property owner and all a: other interested parties. 0 v 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/TPI I. 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 Oty Ply T7451339 PFLUEGER AG DROP TC GABLE 1 1 Job Reference (optional) ACLU-SPAN-TH, LONGWOOD, FL, TIM 5.200 s Jan 16 2004 M7ek Industries, Inc. Thu Feb 24 13:52:07 2005 Page 1 1g0 18.g-0 33-0-0 34-" 1-&0 18-6-0 16-" Scale = 1:58 7 4x6 = 4 42 12 11 10 12 9 13 3x4 14 3x4e 6 7 15 18 5 17 3x4 4 1e 3x4 3 19 2 20 2111 4x8 II 34 33 32 31 30 29 28 27 26 25 24 23 22 4x8 II 3x4 = 5x6 = 5x6 = 3x4 = 33-0-0 33-0.0 Plate Offsets Y : 2.038 Ede 2:0-45 Ede 20:0-45 Ede 20:038 Ede 25:03-0030 31:03-003-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.16 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 010 Vert(TL) 0.01 1 >999 180 BCLL 0. 0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.01 20 n/a n/a BCDL 10. 0 Code FBC2001/ANS195 Matrix) Weight: 172lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 10-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/ size) 2=306/32-6-0, 28=212/32-B-0, 29=190/32-6-0, 30=1881325-0, 31=184/32-", 32=207/32-6-0, 33=111/32.6-0, 34=374/ 325-0, 27=190/32-6-0, 26=188/32-". 25=184/32-", 24=207/32-", 23=111/32-641, 22=374/325-0, 20=306/ 32-6-0 Max Harz 2=167(load case 4) Max Uplift2=- 1 83(load case 2), 29=-120(load case 4), 30=-128(load case 4), 31=-123(load case 4), 32=-132(load case 4), 33=-93( load case 4), 34=-208(load case 4), 27=-117(load case 5). 26=-129(load case 5), 25=-122(load case 5). 24=-133( load case 5), 23=-09(load case 5). 22=-216(load case 5), 20=-201(load case 5) Max Grav2= 310(load case 6), 28=212(load case 1), 29=195(load case 6). 30=188(load case 1), 31=184(load case 6), 32=207( load case 6), 33=111(load case 1), 34=375(load case 6), 27=195(load case 7), 26=188(load case 1), 25=184( load case 7), 24=207(load case 7), 23=111(load case 1), 22=375(load case 7), 20=310(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-3=-187/37. 3-4=-180/95, 4-5=-93/91, 5-6=50/117, 6-7=0/152. 7-8=0/157. B-9=-1/194, 9-10=-0/233, 10-11= 3/265, 11-12=-W258, 12-13=-0/205, 13-14=-1/149. 14-15=0/95, 15-16=-2/90, 16-17=0/67, 17-18=-15/49. 18- 1 9=-1 05/95. 19-20=-112/37, 20-21=0/38 BOT CHORD 234=36/187, 3334=36/187, 3233=36/187, 3132=36/187, 3D31=36/187, 29-30=36/187, 28-29=36/187, 27-28= 36/187, 26-27=-36/187, 25-26=36/187, 24-25=36/187, 23.24=36/187, 22-23=36/187, 20-22=36/187 WEBS 11- 28=-17210, 10-29=-156/140. 930=-148/148, 831=-145/142, 632=-160/153, 533=-96/110, 4-34=-283/236, 12-27=-156/137, 13-26=-148/149,14-25=-145/142,16-24=-160/154,17-23=-96/107,18-22=-283/243 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-" oc. Guo-Jie Zhang, FL Lic #47744 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 2, 120 lb uplift at joint 29. MiTek Industries, Inc. 128 lb uplift at joint 30, 123 lb uplift at joint 31, 132 lb uplift at joint 32, 93 lb uplift at joint 33, 208 lb uplift at joint 34, 117 lb uplift at joint 27, 1801 Massaro Blvd 129 lb uplift at joint 26, 122 lb uplift at joint 25, 133 lb uplift at joint 24, 89 lb uplift at joint 23, 216 lb uplift at joint 22 and 201 lb uplift at joint Tampa FL 33619 20. FL Cert.#6634 7) Non Standard bearing condition. Review required. February 24,2005 A WARNING - Veriftj design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 1801 Massaro Blvd. ® Design valid for use on with MITrs connectors. This n is based on u ty g only uponparametersshown, and is for an individual building component Tampa, FL 33619 P . Applicability ors Applicabilityof design parametersandproperIncorporationofcomponentIsresponsibility of building designer -not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available fromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *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 Cl O For 4 x 2 orientation, locate plates 0 - 1/16" from outside a edge of truss. 0 This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT The first dimension is the width NUMBERS/LETTERS. 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. CONNECTOR PLATE CODE APPROVALS LATERAL BRACING Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A BEARING Indicates location where bearingstwsupports) 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. M iTekeDSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 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 a: other interested parties. 0 v 4. Cut members to bear tightly against each other. rL 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® T1451 DROP TC GABLE 5.200 s Jan 16 2004 MTek Industries, Inc. Thu Feb 24 13:52:07 2005 8) This truss designs conforms with Florida Building code 2001, based on parameters indicated. LOAD CASE(S) Standard A WARNING - Verb design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 1801 Massaro Blvd. Design valid for use only with MITek connectors. This design Is based only upon parameters shown. and Is for an Individual building component. Tampa, FL 33619 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery erection and bracing, consult ANSI/TPII Quality Criteria. DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 563 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. For 4 x 2 orientation, locate plates 0 - 1/0 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT The first dimension is the width NUMBERS/LETTERS. 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. CONNECTOR PLATE CODE APPROVALS LATERAL BRACING Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A Indicates location where bearingstwsupports) 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. M iTekeDSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 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 designer, erection supervisor, property owner and all C1 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® Job Truss Truss Type aty Ply T1451340 PFLUEGER B ROOFTRUSS 1 1 Job Reference (optional) ACCUSPAN-TH, LONGWOOD. FL, TIM 5.200 s Jan 16 2004 MiTek Industries, Inc. Thu Feb 24 13:52:08 2005 Page 1 18-0 6-0-0 12-0.0 13-6-0 1$-0 6-0-0 6-0-0 1$-0 Scale = 1:24.6 U6 = 3 4.42 F12 4 2 jR 5 t 1 6 30 = 2x4 II 30 = pg 6.0-0 11-" t12-0 0 I0- 4-0 5-M 5-8-0 0-4-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) 0.02 6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(rL) -0.04 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES W B 004 Horz(rL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Simplified) Weight: 45lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=676103-0, 4=676/03-0 Max Harz 2=82(load case 4) Max Uplift2=388(load case 2), 4=388(load case 3) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-774/369, 3-4=-774/369, 4-5=0/19 BOT CHORD 2-0=-267/724, 4-6=-267f724 WEBS 3-6=0/118 NOTES ( 4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone: cantilever left and right exposed , Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 388 lb uplift at joint 2 and 388 lb uplift at joint 4. 4) This truss designs conforms with Florida Building code 2001, based on parameters indicated. LOAD CASE(S) Standard GuoJie Zhang, FL Lic #47744 MiTek Industries, Inc. 1801 Massaro Blvd Tampa FL 33619 FL Cert.#6634 February 24,2005 A WARNING - Verytj design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 1801 Massaro Blvd Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Tampa. FL 33619 Applicability of design parameters and proper Incorporation of component is responsiblllty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria. DSB-89 and BCSI1 Building Component MiTek® SafetyInformationavailablefromTrussPlateInstitute, 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. For 4 x 2 orientation, locate plates 0 - '/0 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 butIVreactionsectionindicatesjoint 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 It -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 ITEE-LOK 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 a: other interested parties. O U 4. Cut members to bear tightly against each other. 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 Oty Ply T1451341 PFLUEGER 85 ROOF TRUSS 1 1 Job Reference (optional) ACCU-SPAN-TH, LONGWOOD, FL, TIM 5.200 s Jan 16 2004 MiTek Industries, Inc. Thu Feb 24 13:52.08 2005 Page 1 1-" 5-0-0 7-0.0 12-0.0 13-" 1 6 0 5-0-0 2-0-0 5.0-0 1.8-0 Scale = 1:25.0 5x8 = 6x8 = 3 4 4.42 12 5 2 yy 6 I6 1 8 7 3x4 = 2x4 11 3x4 = 3x4 = 5-0-0 7-0-0 11.8-0 t2-0-0I 0-4-0 4-" 2.0-0 4.8-0 0-" Plate Offsets Y : 3:0-2-00-2-12 4:04-0 0-2-4 LOADING ( psf) SPACING 2-" CSI DEFL in loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) 0.06 8 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.76 Vert(fL) -0.08 8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(fL) 003 5 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight: 51 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2113 *Except* TOP CHORD Sheathed or 43-10 oc purlins. 3- 4 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-5-8 oc bracing. BOT CHORD 2 X 4 SYP No.211) WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1013/0-3-0, 5=1013/0-3-0 Max Harz 2=-73(load case 5) Max Uplift2=-028(load case 2), 5=-028(load case 3) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19. 23=-1868/1108, 3-4=-1776/1112. 4-5=-1868/1108, 5-0=0/19 BOT CHORD 2-8=-985/1748, 7-8=-997/1776, 5-7=-966/1748 WEBS 3-8=-147/354, 3-7=-86/86, 4-7=-174/415 NOTES ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98, 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B. partially, MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 628 lb uplift at joint 2 and 628 lb uplift at joint 5. 5) Girder carries hip end with 5-0-0 end setback 6) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 274.21b down and 186.1lb up at 7-0-0, and 274.21b down and 186.1lb up at 5.0-0 on bottom chord. The design/selection of such special connection device(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) This truss designs conforms with Florida Building code 2001, based on parameters indicated. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 13=-74, 3-4=-125(F=-51), 4-6=-74, 2-8=-20, 7-8=34(F=-14), 5-7=-20 Guo-Jie Zhang, FL Lic #47744 Concentrated Loads (lb) MiTek Industries, Inc. Vert: 8=-274(F) 7=-274(F) 1801 Massaro Blvd Tampa FL 33619 FL Cert.#6634 February 24,2005 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and Is for on Individual bullding component. 1801 Massaro Blvd. Tampa, FL 33619 Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer For general guidance regarding fobrlcotlom quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-B9 and BCSI1 Building Component MiTek® SafetyInformationavailablefromTrussPlateInstitute, 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 C1 z materials on inadequately braced trusses. 0 WEBS , 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For4 x 2 orientation, locate other interested parties. plates 0 /i6" from outside O v 4. Cut members to bear tightly against each other. edge of truss. 0 a 5. Place plates on each face of truss at each joint and C74 cs7 css embed fully. Knots and wane at joint locations are BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI I. 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 bearingst'>u 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 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 tp Good Practice for Handling, Installing & Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type City Ply T1451342 PFLUEGER J5 ROOFTRUSS 2 1 Job Reference (optional) ASCU-SPAN-TH, LONGWOOD. FL, TIM 5.200 s Jan 16 2004 MiTek Industries, Inc. Thu Feb 24 13:52:09 2005 Page 1 1$-0 i 5-0-0 1$-0 5-0-0 le: 1'=1' 4.42 12 2 1 4 2x41 5-0.0 I 0-4-0 4-e-0 LOADING (pso SPACING 2-0-0 CSI DEFL in loc) l/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a n/a 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.06 1 >328 180 BCLL 0.0 Rep Stress Incr YES W B 000 Horz(rL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 18lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=156/Mechanical, 4=48/Mechanical, 2=372103-0 Max Horz2=173(load case 4) Max Uplift3=-154(load case 4), 2=-239(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 23=-72/43 BOT CHORD 2-4=0/0 NOTES (4) 1) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MW FRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 Ito uplift at joint 3 and 239 lb uplift at joint 2. 4) This truss designs conforms with Florida Building code 2001. based on parameters indicated. LOAD CASE(S) Standard Guo-Jie Zhang, FL Lic #47744 MiTek Industries, Inc. 1801 Massaro Blvd Tampa FL 33619 FL Cert.#6634 February 24,2005 A WARNING - Veryjj design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 1801 Massaro Blvd. Design valid for use only with MiTek Connectors. This design Is based only upon parameters shown, and Is for on Individual building component. Tampa. FL 33619 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality Control, storage, delivery, erection and bracing, consult ANSI/TPI I Quality Criteria. DSB-89 and BCSI1 Building Component MiTekSafetyInformationavailablefromTrussPlateInstitute, 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. 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 bearingsLW (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. 0 O U a OP 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 W'5M 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 no equotely braced trusses. 3. Provide copies of this truss design to the building 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/TPI I. 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® PFLUEGER ROOFTRUSS TH. 5.200 s Jan 16 2004 2005 1:8.6 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.18 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.03 1 >775 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(rL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Matrix) Weight: 12lb LUMBER BRACING TOP CHORD 2 X 4 SYP No 2D TOP CHORD Sheathed or 3-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=67/Mechanical, 4=28/Mechanical, 2=293/03-0 Max Harz 2=121(load case 4) Max Uplift3=-66(load case 4), 2=-211(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-3=-52/17 BOT CHORD 2-4=0/0 NOTES (4) 1) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MW FRS gable end zone; cantilever left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 3 and 211 lb uplift at joint 2. 4) This truss designs conforms with Florida Building code 2001, based on parameters indicated. LOAD CASE(S) Standard Guo-Jie Zhang, FL Lic 947744 MiTek Industries, Inc. 1801 Massaro Blvd Tampa FL 33619 FL Cert.#6634 February 24,2005 A WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 1801 Massaro Blvd. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component. Tampa, FL 33619 Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer - not truss designer. Bracing shown Is for lateral support of Incilvldual 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 MiTek® Safety Information available from Truss Plate Institute, 563 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. 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. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 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 C1 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. Plate location details available in MiTek 20/20 7. Unless otherwise noted, moisture content of lumber shall software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE not exceed 19% at time of fabrication. 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 bearingsUk 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 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, 14:11© Installing & Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type City Ply T1451344 PFLUEGER M ROOFTRUSS 4 1 Job Reference (optional) ACCU-SPAN-TH, LONGWOOD, FL, TIM 5.200 s Jan 16 2004 MTek Industries, Inc. Thu Feb 24 13:52:09 2005 Page 1 3 8-0 1-0-0 Scale = ,'5 4 4.42 Fi2 2 a 2x4 - 4 0-4-0 1-0-0 0-4-0 0-" LOADING (psf) SPACING 2-" CSI DEFL in (10c) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(rL) 0.02 1 >898 180 BCLL 00 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 6lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 1-" oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=-00/Mechanical, 4=10/Mechanical, 2=257/0-3-0 Max Harz 2=70(load case 4) Max Uplift3=-00(load case 1), 2=-227(load case 4) Max Grav3=64(load case 4), 4=10(load case 1), 2=257(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-3=50/24 BOT CHORD 2-4=0/0 NOTES (4) 1) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone: cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 3 and 227 lb uplift at joint 2. 4) This truss designs conforms With Florida Building code 2001. based on parameters indicated. LOAD CASE(S) Standard Guo-Jie Zhang, FL Lic #47744 MiTek Industries, Inc. 1801 Massaro Blvd Tampa FL 33619 FL Cert.#6634 February 24,2005 e WARNING - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 1801 Massaro Blvd. ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building Component. Tampa, FL 33619 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® 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 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. 0 Q O 2 U a OR Numbering System 6-4-8 dimensions shown in h-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 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 a: other interested parties. O U 4. Cut members to bear tightly against each other. 0 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI I. 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® SS I ROOF TRUSS 12 I 1 I Job Reference (optional) TH, LONGWOOD, FL, TIM 5.200 s Jan 16 2004 MiTek Industries, Inc. Thu Feb 24 2-1-7 3.11-1 3-1-13 Scale3 1,45.0 3.13 F12 2 1 3x4 = 0.8.0 i 3-11-1 7-0-14 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.55 Vert(LL) n/a - n/a 999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.18 Vert(TL) -0.15 1 >191 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Matrix) Weight: 25lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 7-0-14 oc pudins. BOT CHORD, 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (Ib/size) 3=272/Mechanical, 4=81/Mechanical, 2=399/0-4-4 Max Harz 2=160(load case 2) Max Uplift3=-251(load case 2), 2=-274(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-79/49 BOT CHORD 2-4=0/0 NOTES (5) 1) Wind: ASCE 7-98: 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251 lb uplift at joint 3 and 274 lb uplift at joint 2. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 5) This truss designs conforms with Florida Building code 2001, based on parameters indicated. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-74 Trapezoidal Loads (plf) Vert: 2=-3(F=35, B=35)-to-3=-131(F=-28, B=-28), 2=0(F=10, B=10)-to-4=-35(F=-8, B=-8) Guo-Jie Zhang, FL Lic #47744 MiTek Industries, Inc. 1801 Massaro Blvd Tampa FL 33619 FL Cert.#6634 February 24,2005 e WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE BIDE BEFORE USE. 1801 Massaro Blvd. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component Tampa. FL 33619 Appllcability of design parameters and proper Incorporation of component Is responslbility of bullding designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® Safety Information available from Truss Picte Institute, 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. 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 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. 0 Q O 2 U a O 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 19 i 0 MiTek® 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 Cc 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/TPII . 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® H B Associ,4TEs, LLC STRUCTURAL/CIVIL ENGINEERING u.i. 44C FLORIDA CA M 0007045lllclllllll1111111HARRYBRUMLEY111. PE # 0041 837 377 MAITLAND AVENUE, SUITE # 101 4 (407) 740-5444 ALTAMONTE SPRINGS, FL 32701 -5442 FAX (407) 740-7900 CVIGTI.- 0111 Q/11A11-11 E,.I MASONRY Project Pflueger Residence Job No. NB O5 - 21 Sheet I of 3 Calculated by im Date 2r1/05 Reviewed by PB Date Subject MAS. OPEN'G RETROFIT. 1 ) OPN'G RETROFIT #1 S-1 SCALE: 112"=1'-O" H B ASSOCIATES, LLC STRUCTURAL/CIVIL ENGINEERING A. LLC FLORID^ CA # 0007045 IIIIIIIIIIIIII I111111 Hi RRY BRUMLEY III, PE # 0041 B37 377 MAITLAND AVENUE, SUITE # 1 01 4 (407) 740-5444 ALTAMONTE SPRINGS, FL 32701 -5442 F" (407) 740-7900 DRILL I" DIA X6" AND EPDXY—\ GROUT #5 x 15" BAR Adk SEE PLAN T.O. MAS 25" LAP SPLICE SAW GUT — MASONRY TO SET #5 VERTICAL IN SOLID GROUTED CELL. EA. SIDE OF OPEN' 6. EXISTING MASONRY 25" LAP SPL IGE i1 100'- 0" T.O. SLAB DRILL I" DIA Xb" AND EPDXY Project PFlueger Residence Job No. N13 05 - 21 Sheet 2 of 3 Calculated by JM Date 2/1/05 Reviewed by NB Date Subject MAS. OPEN'G RETROFIT. 8"XgODE6. STD. HOOK. PRECAST LINTEL SEE SCHEDULE L-I) 2" MAX. GROUT #5 BAR EXISTING —/ 1 FOOTING OPN' G RETROFIT #2 5CALE:1/ 2" =1'-0" H B ASSOCIATES, LLC STRUCTURAL/CIVIL ENGINEERING ssw7QAi7 .G FLORIDA CA # 0007045 IIIIIIIIIIIIII IIIIIII HARRY BRUMLCY 111, PE # 0041837 377 MAITLAND AVENUE, SUITE # 1 O1 4 (407) 740-5444 ALTAMONTE SPRINGS, FL 32701 -5442 FAX (407) 740.7900 Project PPlueger Residence Job No. NI3 05 - 21 Sheet 3 of 3 Calculated by JM Date 2/1/05 Reviewed by NB Date Subject MAS. OPEN'G RETROFIT. PRECAST LINTEL SAFE LOAD SCHEDULE MARK DESIGNATION GRAVITY (#/FT) UPLIFT (#/FT) MAX. CLEAR SPAN REMARKS L-I 8F8-I6 752 5ql 8'-2" SEE SECTION L-2 8U8 Igbb 3'-2" SEE SECTION NOTES: I. ALL LINTELS BY CA5T-CRETE OR APPROVED EQUAL. 2. OTHER LINTELS ACCEPTABLE BASED UPON CAPACITIES STATED IN LINTEL SCHEDULE. 3. SEE MANUFACTURER'S SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. F=FILLED WITH GROUT / U=UNFILLED QUANTITYOF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH 1 L QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 1-1/2" CLEAR Q O #5 REBAR ® TOP Z MIN (1) REQ'D GROUT 5 ® BOT. OF Ln LINTEL CAVITY 5 5.AGT. 5" NOM. LINTEL TYPE DESIGNATION H B ASSOCIATES, LLC STRUCTURAL/CIVIL ENGINEERING FLORIO^ CA # 0007045 MARRY BRUMLEY 111. PE # 0041 837 377 MAITLAND AVENUE, SUITE # 1 01 4 (407) 740-5444 ALTAMONTE SPRINGS, FL 32701 -5442 FAX 14071 740.7900 BEAM SEE T.O. EX15TINO MASONRY Project Pflueger Residence Job No. 1-I15 05 - 21 Sheet I of 3 Calculated by JM Date 2/-1/05 Reviewed by NB Date Subject MA5. OPEN'G RETROFIT. 1 1 OPN'G RETROFIT #1 S-1 5GALE:I/2"=1'-0" a H B ASSOCIATES, LLC STRUCTURAL/CIVIL ENGINEERING FLORIO^ CA # 0007045 IIIIIIIIIIIIII IIIIIII MARRY BRUMLEY 111. PE # 0041837 377 MAITLAND AVENUE. SUITE # 1014 (407) 740-5444 ALTAMONTE SPRINGS, FL 32701 -5442 FAX (4071 740-7900 DRILL I" DIA X6" AND EPDXY—\ GROUT #5 x lb" BAR i1 SEE PLAN T.O. MAS 25" LAP SPL IGE SAW GUT — MASONRY TO SET #5 VERTIGAL IN SOLID GROUTED CELL. EA. SIDE OF OPEN' G. EXISTING MASONRY 25" LAP SPL IGE Project Pflueger Residence Job No. NB 05 - 21 Sheet 2 of 3 Calculated by JM Date 2/-1/05 Reviewed by NB Date Subject MAS. OPEN'G RETROFIT. 8"XGODE6. STD. HOOK. PREGAST LINTEL SEE SCHEDULE 2" MAX. 100'-0" T.O. SLAB DRILL I" DIA X6" AND EPDXY IF GROUT #5 BAR ' EXISTING — FOOTING 1 OPN' G RETROFIT #2 S - 2 " SGALE:1/2" =1'-0rig'( H B ASSOCIATES, LLC STRUCTURAL/CIVIL ENGINEERING Il L.I,C FLORID^ CA # 00070451111111HARRYBRUMLEYIII, PE # 0041 837 377 MAITLAND AVENUE, SUITE # 1 O1 4 (407) 740-5444 ALTAMONTE SPRINGS, FL 32701 -5442 FAX 14071 740.7900 Project PFlueger Residence Job No. NB 05 - 21 Sheet 3 of 3 Calculated by JM Date 2/-1/05 Reviewed by NB Date Subject MAS. OPEN'G RETROFIT. PRECAST LINTEL SAFE LOAD SCHEDULE MARK DESIGNATION GRAVITY (#/FT) UPLIFT (#/FT) MAX. CLEAR SPAN REMARKS L-I 8F8-I6 152 5"11 8'-2" 5EE SECTION L-2 8Ub IG66 3'-2" 5EE SECTION NOTES: I. ALL LINTEL5 BY CA5T-CRETE OR APPROVED EQUAL. 2. OTHER LINTELS ACCEPTABLE BA5ED UPON CAPACITIE5 5TATED IN LINTEL 5GHEDULE. 3. 5EE MANUFACTURER'S 5PEGIFICATIONS FOR ADDITIONAL REGUI REMENT5. F=FILLED WITH GROUT / U=UNFILLED GUANTITYOF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH l J 1 GUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 1-1/2" CLEAR Q O #5 REBAR ® TOP Z MIN (1) REM? GROUT 5 ® BOT. OF LINTEL CAVITY l /5 8"AGT. 8" NOM. LINTEL TYPE DESIGNATION REVISION PERMIT # O r5 2) d CD 3 PROJECT ADDRESS CONTRACTOR PHONE # 4 Q r7 " 3 a - - 06 l3 DESCRIPTION OF REVISION rr r c tee. e-7)4-r r) 4A- e_ lit) DATE - 0-6 - 0 J5 FAX # 4 0 -7 — '5 --Q ^ C)d /,!> t 5-fs. W. WA.W, 18 I • I UTILITY DEPT FIRE PREVENTION PLANNING BUILDING H B ASSOCIATES, LLC STRUCTURAL/CIVIL ENGINEERING ItILIssIIxIIIiIoIFLORID^ CA # 0007045 1t11m1HARRY BRUMLEY III. PE # 0041 E337 377 MAITLAND AVENUE, SUITE # 1 01 4 (407) 740-5444 ALTAMONTE SPRINGS, FL 32701 -5442 F^x (407) 740.7900 Project PFILIeger Residence Job No. NB 05- 21 Sheet I of 3 Calculated by im Date - 1/12/05 Reviewed by Date Subject REVISED SECTION FIBERGLASS SHINGLES TO MATCH EXSTG.- OVER 30# FELT ON 7/16" CDX PLYWOOD NAILED W/ 8d GALV. 06 O.C. EDGES ANCHOR EA. TRUSS W/ SIMPSON HTS16- 8 - 10dx 1 1 / 2" NAILS EA. TRUSS do (8) 3/16" DIA. TAPCONS W/ 1.5" EMBED INTO CMU. Z,, Q" 2X4 RAFTER TAIL ATTACHEDW/ 12d NAILS ® 4" O.C. r ALUM. --,' 1 I FASCIA OVER CONT. 2x6 / W/ (2)- 3/ 16" DIA. TAPCONS W/ 1.5" EMBED. 8x8x16 CONC. BLOCK CONCAVE STRUCK BED JOINTS PROVIDE 36" LAP BETWEEN DISCONTINUOUS, BARS- 2x6 P. T. W/ 1/ DIAM. A.E. ® 48 O.C. C?M.U4 C NT LL"'PE E[A s REVEIN OF N ED SQFORD0 005IN CONIC ETE ILLED CELL . SEE PLAN PROVIDE C ALL FIL GRADE I LOCATIONS D 5 w/ ACI 90- HOOK // 20" DEEP x 16" WIDE C010C%' M FOOTING w/(2) #5 CONT. WALL SECTION IOUT CELL 3/4"= 1'- 0" H B ASSOCIATES, LLC STRUCTURAL/CIVIL ENGINEERING l rscc+dCas FLORIDA CA # 0007045 11111111111111 1111111 HARRY BRUMLEV III, PE # 0041037 377 MAITLAND AVENUE, SUITE # 1014 (407) 740-5444 ALTAMONTE SPRINGS, FL 3270 1 -5442 FAX (407) 740-7900 Project PPlueger Residence Job No. N13 05 - 21 Sheet I of 2 Calculated by i I Date -1/12/05 Reviewed by Date Subject REVISED SECTION BM CONN.%o z TYP. X x BFZ X I w P OF HAS. L O l'-4• F. SIMPSON 2- X5 ETA20 BM. TO COL. CONN. HU52&- 2 ATTACHE TO HAS. W/ (3J-3/Ib• DIAM. TAPCON5 EA. FLANGE H2 - H2. 5 - I HT516 5 H2. 5 -HT516 HT516 H 5 H2. 51 2-HTS16 HT516 5 HT51 5 I- TSI6 V HT516 5 HT516 HAS m N HT516 5 N - 0 HT516 1 5 K 0 HT516 5 z HT516 5 Jw IHT516 5 a HT516 5 HT516 . T1 HT51 DENOTES 2X4 BOT. CHORD DENOTE 2X4 I I I I HT516 BHE G '6 IN OUTRIGG R5 24- O. I FOUR FRAMIN 516 - - 1 HT51 SPACE NOTE48' O. G. DROP TOP CHORD GABLE TRUSS 3 1/2- DOWN E300F FRAMING PLAN ®N 6CALE. b•. r-m• / 0 y