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Home My WebLink About271 Clydesdale Cir 03-1790 New SFHPERMIT ADDRESS C ` CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #1-02 Orlando, FL 32822 407)857-9101 _. ... _ PHONE NUMBER CBC 055300 PROPERTY OWNER , ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # O 3 - \ t O DATE - V LA - O PERMIT DESCRIPTION PERMIT VALUATION C) k c O@ SQUARE FOOTAGE a CITY OF SANFORD PERMIT APPLICATION t+ V l Permit # : C, o Date: S 24 0 3 13y &'Vets Ci-55itn 'Ll-I C1 1USA [L Ct'rJobAddress: p , Description of Work: Cov..'41t.- P t.y., t 1'1 ^..f R-5t AJ-}s1 Historic District: Zoning: Value of Work: S 7 3 d Permit Type: Building Electrical Mechanical Plumbing A . 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 Cale. Required)] Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 3 Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: A®VANTAGE PLI )MRllyg, 1 t , P•G• y0X 620027 State License Number: CUUGF COS 9 C A3NttErsonPhone & Fax: edv7j Phone: Bonding Company: Z4 Address: Mortgage Lender: Address: Arch Itect/ 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. 1 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 w manantrate agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the ownerofthe property ofthe requirements Signature of Owner/Agent Print Owner/ Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Date Date Zoning: ignaturc of C or/Agent I I Date Print Contractor/ Agent's Name 14 -`_'(- J-/(-)/ 03 Signature of Notary -State of Florida Date M it41 MARTHA Y. HALL e,1MY COMMISSION d CC 875840 Contractor/Agcn : flowr} qMC OR SI)fUl•r 1, 2004 Produced 1 D A'!, Bondod Thru Notary• Publ:c Underwritaq Initial & Date) Utilities: F D: Initial & Date) (Initial & Date) BRHOM May 20, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. for the following work: Construction of a SFR on Lot 34, Bakers Crossing Phase 2, 271 Clydesdale Cir. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 Roger Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. Signature Patricia Coulton Printed/ Typed Name Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owner) Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 20th day of May, 2003 Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is er nally known or who produced their Florida State Identification. OFFICtnL U FAi:F.1Akyi'voj PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD1343M Notary Signature MY MMrylStamT' p. IULY26,200( THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Hortont Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYN" NORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04809 PG 0618 CLERK'S # 2003076LL2 RECORDED 05/07/2M 18s32s10 AN RECOROINS FEES L SO RECORDED BY N Noldm NOTICE OF COMMENCEMENT Prepare in duplicate) 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 the Notice of Commencement. Description of pro pperty Lot(s) 33, 34, 35, 39 & 48 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc. 0 by: Kobert A. LawsotV Assistant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a eraware Corporation, on e o t e corporation. He/She is personally known to me.Tj Notary Public, State and County Aforesaid o ry ignature AL NO7 A RY SEA L PATRICIA COULTON NOTARY PUBLIC STATF OF FLORIDA COMMISSION NO. DDI34330 MYCOMMI^tn• I•It v2h.7006 Notary Seal day 7 -an CERTIFIED COW MARYANNE MORSE. CLERK OF CIRCUIT COU" SEMINOLE COUNTY. F.LOIUQ' wU C §M C[X8{<Y ()[* QAHlI"K)L[ IMPACT F[[ I ;TAT[ill Fill \ lSSU[ D DY CITY U[ SAH[UkD Al' ATEMENT HUMPER 103-75479 BUI( DING PERMIT NUMBE``~' ~ CITY) COUNTY NUMBER: ............ UNIT ADCRESS: -------~[L xL-=--------------------------------_- T[{ h|l']G S[ C: TKP: RNG: PARCEL: 8i^ lOX: DDIVIPLAT BOOK: TRA'` T: PLAT BOOK PAGE: hDD! UESS: AyP!' ICAhT NAME: ADDRESS: LAUD USE CA7EECRY: 001 - Single Family Detached House TYPE US[: Rer'ideotial WORK DEE[RIPTION: Single Family Houee: Detached - Construction F( E BENEFIT RAT FEE UNIT RATE PER 0 & TYPE TOTAL DUI:-: TY|'[ DlST ISCHE0ULE DESC. UNIT OF UNITS Al ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 no Am),; COLLECTORS NORTH O dwl unit $ 142.00 1 1 142.00 L1D& AQY CO -WIDE O dwl unit $ 54.00 1 5 54.00 ACRO0- S CO -WIDE O dwl unit $1,384.00 1 ') 1,304.00 AMOUNT DU7: $ 2,285.00 7A\'[ IV.."I1Y y/ Ri]' IVLD XB: ( / (?Lt C'o/ SIGAATURE: PL[ASE PRIHT NAME MOTH TO RE[EIVIKG SICPATCRY/APPLICANT: FAILURE TO KOTIFY OWNER ANY) PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. =&'. Dl37RIPUTION: 1- COUNTY 3-CITY 2-APPLICANT 4-COUNTY 4i ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH AN[ CCE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING P8QMIQ F[kS0HS ARF ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CAL[ULATICNS OF THE ROAD, LIBRARY SYSTFM AND/OR EDUCATIONAL (SCHU] L) IMPACT FEES MUST BE EgERCISED BY FILING A WRITTEN RECUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVC, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TEE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS O|: T||[ COUNTY LAKD DFDELDP%N7 CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REOUESTED, FROM THE PLAN IVPLEMENTATlOU OHFIC[: 1101 [ACT FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-V474. PAY0]NT SHOULD YE MADE TO: CITY OF EAKFOPD 11UIinIHG 0[[` AI(/ML]N4 300 11181"" T|| |`ARK hVL}|WE SANFURD. [i 327 1 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD RFF8Z[}KJE 7|U STAT[M[MT NUNBER AND CITY BUILDING PERMIT NUMBER AT THE TOP 059011lC STATEH[ NT IS VALID ONLY IU CONJUNCTION WITH ISSUAqCE UF =|:, FAMILY BUILDING CITY Permit No.: ni _ -- '"l.O ANFORD PERMIT APPLICATION tilt=o2. 0 Job Address: G L OES I.l Permit Type: Building Electrical Mechanical Plumbing Fire Alirm/Sprinkler Description of Work Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (tJ of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commerclal: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gu Lines to1r 0 " Occupancy Type: Residential _Commercial _ Industrial Total Sq Ftg:c- -) Value of Work: S. Type of Construction: Beor K Flood Zone: Number of Stories: 9 Number of Dwelllog Units: 1 Parcel No. Attach Proof of Ownership & Legal Description) Owner/Address/Phone: Q nL`N Sbo p2 A 1-1 h N tJ T10NE LOo1 Contractor/Address/Phone: jc, e> lPS-i -gtoI 02- 1.N j, 102 h 0'F - State License Number. C.LQ-OSS Contact Person F1TRy GOy ) Phone & Fax Number. qt l l 4ZZ t3 Title Holder (If other than Owner): N Address: Bonding: Company: (V Address: Mortgage Lender: S /'` Address: Architect/ Engineer A.8. b cE 0 C f-oj ' Phone No.: Address: g0i NSR • 34 SR . 115111. prI tt--S . A 32a \ 4 Fax No.: 40 4 (194 - 4 OE -a 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. WARMING 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 go%v=cntal entities Such as water management districts, state agencies, or federal agencies. Acceptan permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signatur of Owner/A Date tgnature of Con era Date C) te-4 U n d rint Owner/A nt's N e Print Con or/Ag nt's N Signature of otary-Brat f oNrK Date signifia bt Notary- o orida Date AR S L 01 ATRICIA COULTON NOTARYPU13 C STATE OF FLORIDA MISSIONNO. DULY 26 2006 CCXP. MMLSSON ,,. Owner/ Agent i irrs iiallyKnown to Me or Produced ID OFFICIAL- PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSIO NO. DD134330 MY COMMIS. N EXP. JULY 262006 Contractor/ Agent is PQnally Knoast to Me or Produced M APPLICATION APPROVED BY: o.-6 a— 24 Date: 5- — ? ^'S Special Conditions: 5- 3,5 D. R. HORTON HOMES SFR PERMIT PACKAGE 2--, 4 F 6 -1 p C, CITY OF SANFORD CHECK LIST LOT ,? ?2 SUBDIVISION: BAKERS CROSSING ADDRESS ,)-_! ' r C)wf-) f-r C'175C,&L 1/1T BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEX CONTRACT Sri ve. c,JauJ CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT I. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: fl Foundation plan indicating Tooter sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating Interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, locntlon(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Floridl requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. c. Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. p g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: Garnges/Carports S.F. Porch(s)/Entry(s) S.F. Patio(s) 4S.F. Conditioned structure S.F. Total (Gross Area)S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Officinl or his representative. 5. Other submittal Documents: n. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUILDER MUST APPEAREN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tic beartts - columns- cells 6. Rough electrical 7. Rough mechanical S. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical flnal, mechanical Mal and plumbing final 14. Building final 15. Other DATE SIGNATU By Ovmer or Authorize Agent) r •"'A Z' lc X PAST A;SeItriCOIl' Sentricon* Colony Elimination System Pretreatment Plan Acyreement Da:e of Install : Contract Number PU,CHASERS NANM AND ADDRESS ddresss'i Cit"•/Stnte/zip C—ll ti"O, i 3Z2 ZZ Phone & Email 5w7.'.•... Quarterly Payment Amount First payment due on the Install Anniversary Datc) Any payment deemed 30 days past due will result in the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/zip— Phone & Email i;ST.%_LLATION ADDRESS: IXi I- L-i P--c •_E , L0I,> -8 EL . 3:,)-7'1 ;7,- SPECLAL OR ADDITIONAL, COMMENTS N OTIFIC.TION STICKER LOCATED: Cif t DA,% IAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will arrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described Property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs anti pa% he cost of labor and materials not to exceed S1,000,000. Apex may chemically treat the affected area of the property at nc additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER GP- ZES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOv, 7TLN TBE RELATIONSHIP OF THE PARTIES. pcx Representative Signature Date Customer or Agent Signature Date apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations. and nil applicable recommendations contained in literature provided by DowElanco: i . install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations ns appropriate; and during those years, Inform the Customer of: a, any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. TheCompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobligation. The Sentricon PretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandconditionsofthisagreementforS1` ,. °;xi3 7!t% or quarter (3mo period) payable on or before the end of the previous monitoring period. :\ftcr thefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceecl 10% PC-, year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the arcn(s) baitedfreefromanyfactorscontributingtoinfestationsuchaswood, trash, lumber, direct wood -soil contact, standing pater underpiertypestructure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminatefault- plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under theareas) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insectinfestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. Faiiurc ofAPoxtoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthispnrngrnph. DI SCLAlINIER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR I%"PLIED, INCLUDINGSTATUTORYWARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WAR .AINTES OF MERCHANTAI3ILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRAI-ITY OF vVORiG 1ANLIKE SER'10E. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARR-ANTY, Customerexpresslywaivesandreleasesanyclaimsinanylawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic. compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in no event shallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperfor„nccl. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it Is the responsibility of all family members, visitors. nests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentrnivhaveand (2)it Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy orsensitivityconcerningodors, dust, pollen, resplrntor-y illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENTERMS AND CONDITIONS at the general terms and conditions are hereby made part of this contract nn B%• specific reference hereto, the Customer understands thcl apple without exception. DOWELANCO OWNERSHIPOF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All components of theSentricon *system (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, andthePurchasermaynotalter, remove, or modify the components in any way, other than the right to their use ns Installed by Apex on the Customer's premises under this agreement. On expirationorterminationofthisAgreement, Apex and DowElanco or Its representative are authorized by the Customer to retrieve fromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System a. Apex will: (I)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relatlonship(note: Conventional "liquid barrier" method of termite control may not offer an effective means ofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee pald for services not yet received, and; (S)retrieve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retriev,11 of the Components; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/ OR ALTERATIONS This Agreement covers the Structure(s) Identifled herein as of the date of the initial Installation. Prior to; ( 1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundatlon, or; (4) any tampering of batting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. \ddltlonal services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAi`L GE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging an% part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused nt the time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex mad• ithout notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue nt the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees incurred b apex, -hether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Anrern:ent is hold to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force Ind effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the rich: to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfilling its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of :i ex• Apcx disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex «ill not be responsible for; ( 1)tcrmite damage resulting from water leakage; (2)tcrmite damage resulting from masonry failure or grade altcrntions: 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas hive been repaired by Customer's evidence of receipts. , ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder. Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures fo: commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all the provisions of the Uniform Arbitration Act as in force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et sea, Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrntors -il be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees assoclated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an, no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and 1) relleved of any liability hereunder If Apex determines, In Its sole discretion, that it Is unable to prevent or stop further damage to Proper; from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writinn i The Apex Corporate Office. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the idcntific Property for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the Inspection was requestc by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. After ,, Initial 12 ( twelve) month period, Customer may transfer or assign this Agreement with a rt 56i transferfee payable to Apex N%'khin thim) days of the transfer of the treated Property. Tr ndernark of DoNyElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 1Vinterpark, FL 32792 Tampa, FL 33510 407-459- 2847 407-858-0540 813-221-2847 800-929- 2847 888-764-2847 377-459-2847 Limited Power Of Attorney I hearby name and appoint: Cra Coulton and each agent's of D.R. Horton Inc. Jc sEP4 } DE-STE4::N, To be my lawful attorney in fact to act for me and ply The Buildinq Dept. of: C j -t,i' o sah. For a residential permit for work to be performed at: Lot # : JLI- , - Subdivision : ``sCross-, Address: ;.qj r—I ES».LE uP _(F And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number gjv Signature of Contractor This foregoing instrument was acknowledged before me this: Date: A -2q - By: Richard B. Ladd ( Contractor ) Who is personally known to me. State of FXrida County d( Orange I- Y SEAL 7P1ML'C COULTON NOrfAfATEpD1 A ISSIO?tNOP ULY262' my CO\ Notary Public S'Tgt Notary Seal CITY OF SANFORD P..O. )3ox 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 - FAX 9 (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) MAIDEN NAME r NAME SERVICE ADDRESS MAILING ADDRESS TURN ON DATE ry SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE COMMERCIAL L C)UA D n W 0 RK# Qqr - I I OWNER OF PROPERTY. O-K. 4 c) v- pn I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TQ.TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BE WHEN TRANSFERF ALL OUTSTANDING I AM ALSO ERS SIGNED: NG MY DEF CHARGES. IT TO ANOTH ONSIBLE FOR MAKING THAT NON-PAYMENT 0 SERVICE ADDRESS. I MUST PAY DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ APPLICATION FEE $ OTHER FEES $ TOTAL $ DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE E ED OFF L-L4- I y 5 4: 5/ I!M r KUM CITY'OF SANFORD ELECTRICAL, PERMIT APPLICATION Permit Number: 3 Date: 3 Q3 The undersidned hereby applies fqr a permit to install the following electrical: Owner's Name: Address of Job: ElectricaI Con Iractor.,/"'O" r Zac— Residential: W1, 000 Non -Residential: fir` _ • 11 ' , Number Amount Addition Alteration, Repair iResidential & Non -Residential New Residential: AMP Service New Commercial: AMP Service Change of.Service: From AMP Service to AMP Service Manufactured Building Other: Descrt tlon of Work: Application tree: 10.00 TOTAL DUE:-," D! By Signing this application I am stating that I am In compliance with City of Sanford Electrical Code. Applicants Signature dgo State License Number i. ,JK•.: (•.iP.'S"'hf . t+ ....__._. ._... ...._.. ....._...... n _......... _...._... _... .. ... 5-06-203 7:09AM FROM MKln.97r&•.:•, .. •Ir.Y,Y V•.lY'I!.`R•.Y:/, N.. t.Yjdl,•!e u,'.. .': :. CITY OF SANFORD PERMIT APPLICATION / vDate: Permit a : 3 — _._ A 3 ( Job •A44fi11` 0 -- C' l s00 r P f i(W11vp yf WA k .: r a - Ow" 100Y O 10414fi Y!w f . Permit Type; Building.__ Eleunical ,.V Mechanical Plumbing F'irc Sprinkler/Alarm r Pool Temporwy POIe Electrical: New Service — a of AMPS _J6 (D Addition/Alteration Change of Smicc _-- _ Mechanical: Residential Non-Residentia) Replacement New (Duct Layout & Energy Chic. Required) P.lumbiny New Commercial: a ti(Fixtur s q of water & Sewer Lincs a of Gas Lines Residential or Commercial ' PlumbinT/New Residential: p of Water Closets:_ Plumbing Repair - Occupancy Type: Residential Vr` Commercial Industrial Total Square Footage: _ FEhIA form required for other Than X) Construction Type: _, a of Stories: a of Dwelling Units: _, flood Zone: • a: Attach Proof of Ownershil" Legal Description) i L ( Parcel 5 Owners Name & Addresa: —R_ L 3 Phnnr: 7 5r: 7 — P_ rs S-,r.c...- 225 /— Contractor lamc & Addreu: .L-r I .. j Z7 y , License Numhtr' UU ) 5 ,._ a Sttate J I . 44 • Contact Peno n' ' , l.S t e ... Phe nc:l Yhotte & Fax: .. Bonding (:nmpany: Addreas: Vtortgabe Lender. Address: ArchitccVEngineer: Phonc. Fas: Address: Application is hereby made to obuin a permit to do the work and insullations as indicated. I certify that no wink or insullsnon has conunenced pnor to theissuanceofapermitandthatallworkwillbepaformodtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I undmond shut : scparatcpermitmustbesecuredforELECTRICALWORKPLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS, HE.ATE)(S, TANKS, and A I R CONDITIONE R S, cle. OWNFR'S AFFIDAV IT: I certify that allot, the foregoing Information it: accurau and dust all work will be done in eomplianoe with all applicable laws rcgwiringconsvuctionandzoning, wARNINO TO OWN6R: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFiN'f MAY RESULT IN YOUR PAYNGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WfTH YOUR LENDER OR AN ATTORNEY BEFORL' REC:URDMO YOUR NOTICE OF COMMENCEMENT. NOTICE: in addition in the requiremenu of this pormiL there may he additional restrictions applicable to this property t)tat nay be found in the public rc<Ords ofthiscounty, and there may be additional permits required fmm other governmental atnncs such as watar management dismcu, state agcnctcs, or icdcrat agencies. Acceptance of permit is vcriricrtion that I will notify the owner of the property of the n qulre is of 00 • ien I,aw, FS 7 . tgnaturo of Owner/Agent U•rle Signature of Cont'r3cir Agalt Dalr 10 n dPS Print Owner/Agcnl's Ninu Print Cunrraelor/Agent'S Na C ,/ Cnatute of Nulwy.Sule. of Flenda nste Ct, a ignitureofNucentFloru) Dutc i_ LtwnedA5cnt is ...__ Pedsunnnv KnrI at Mu ur t•'entractnr/Arent is v Prr<(, o.ly Known to Me •v Y( ujklceti ID Luton' _ luiliuta: _ IU. _, AI' I'Lll A1'Ih\' AI111llOVfal IIV Illdg: _...... (httult y I)alc) (l.n.11 & Date 6tilinl &- Ihw) (Inlllal '. Dale) pct: rll l ondilinn:: __,_ p1sy" IMARIE A. ZETTLEMOYER r. of My COMMISSION N CC 855100 oinW EXPIRES: Jul15.2003 1. Wo-3NOTIIRY Flo. NMI Sorvloo & Bor"I Co. CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 271 CLYDESDALE CIR for which permit 03-00001790 has heretofore been issued on 5/21/03 has been completed according to plans and specifications filed in the office of the Build' g Official rio to the issuance of said building permit, to wit as .tiJ S„r _ = vpr,,A&,2 complies with all the building, plumbing, electrildal, zoni g and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: - T'— FIRE Finaled 1:), E I(X; Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In I Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage It Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES- 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 6 23 03 7/03/03 5/21/03 7/29/03 5/27/03 5/21/03 5/21/03 5/21/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 271 CLYDESDALE CIR for which permit 03-00001790 has heretofore been issued on 5/21/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 5/21/03 5/21/03 5/21/03 5/21/03 5/21/03 5/21/03 5/21/03 5/21/03 279.61 91.93 13.92 847.00 13.93 1384.00 650.00 1700.00 DL -k (-40V-\ ra:20- iiII-710 O R BU±ZbrNG OFFICI DATE 0/o 3L1]o& CERTIFCATE OF OCCUPANCY AppoVe6f pllb REQUEST. FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #:C)1' \1 ADDRESS: CONTRACTOR: \ l P (- o,1 PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention ,will be appreciated. OEngineering OFire d ublic Works (J ; )(02 1 f `J Zoning Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 t 1 I CERTIFCATE OF OCCUPANCY o REQUEST FOR FINAL INSPECTIOl SINGLE FAMILY RESIDENCE**** F= I I r r DATE: I PERMIT #:©1- \1 u` o u c c ADDRESS: a a m I CONTRACTOR: PHONE #: U The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention ,will be appreciated. Engineering Public Works tilities OFire OZoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #:01- \1 c1 ADDRESS: 0)-1 CONTRACTOR: ko (- o r-% PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering Public Works DUtilities b* I>. Spy Wt3/03 Fire iDZoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) OF FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVAT16d-CERTIFICATE Read the instructions on oaaes 1- 7. O.M.B. No. 3067-0077 Expires December 31, 200E SECTION A - PROPERTY OWNER INFORMATION For Insurance Company use BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I271CLYDESDALECIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 34, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (type): IP or ##.#####° NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEMINOLE COUNTY 120289 1 SEMINOLE I FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Lone AO, use depth of flooding) 12028M5 E 4/17195 4/17195 X 24.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Constucion' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/Al-A30, AR/AH, ARIAO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments _ Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 37. 8 fL(m) a o b) Top of nerd higher floor 47.4 fL(m) U) o c) Bottom of lowest horizontal structural member (V zones only) N/A. A(m) 23 o d) Attached garage (top of slab) 37. 4 fl.(m) 00 w o e) Lowest elevation of machinery and/or equipment m servicing the building (Describe in a Comments area) 37.5 ft,(m) E u f) Lowest adjacent (finished) grade (LAG) 36.4 ft.(m) z' m o g) Highest adjacent (finished) grade (HAG) 37. 1 fL(m) o h) No. of permanent openings (flood vents) within 1 fL above adjacent grade 0 8 o i) Total area of all permanent openings (flood vents) In C3.h 0 sq. In. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER:4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS , . n CITY STATE ZIP CODE 320E.SOUTHtSTREi(fE.1t3 , I J--A4.1 ORLANDO FL 32803 SIGNATURE 11 _11V 1 11. .f W 1 DATE TELEPHONE 10f2= ' ' • • (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. • Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For insurance Company Use., BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 271 CLYDESDALE CIRCLE , CITY STATE - t - 7JP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A /C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ fL(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cn) above the highest adjacent grade. Complete items C3.h and CW on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft(m) _in.(an) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management or inance7 Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my 1mWedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZJP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordnance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zane A (without a FEMA4ssued or oommunity4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _fL(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT -OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 34, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS OSTRUCTUREMEETSOREXCEEDSTHE1 THE REOUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). A=90*18'41" L=39.41' R=25.00' CB=S44'26'54"E C=35.45' TRACT A CLYDESDALE CIRCLE PT N89'36'IS"W 50' RIGHT-OF-WAY CENTERLINE OF r 167.24 RIGHT-OF-WAY S89'36' 15"E ib gz ' 36.74' '" WALK 15 S1 SL 6.5 10'.URLITY EASEMENT CONCRETE.. : 3 19,7:.....0A, i 6.0' ' N 15.0' 5.3' COVERED LLI a ENTRY O n\ a Q N TWO STORY 0 !^ CONCRETE BLOCK0 N p & WOOD FRAME pLOT35RESIDENCE 0 O FINISH FLOOR ELEVARON.37.76 Z 6.0' 40.0' COVERED 0 o PATIO f 17.0' LOT 34 N FENCE IS 0.V E d& LOT 42 NOTE: I. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 10-20-03, UNLESS OTHERWISE SHOWN. 217,51---- API 50.27' Iz 8 WALK IS 0.9' OFF I O OI y 58_9'17'J4"E_ 15.9' 25.00' I WALK IS I 0.1' OFF i 1 W c i T s. V 0 VIiFt 't o 0 DO I p O III N II I w 15.9. I U V i Z I I rl D II y i L WALK IS 1. BI OFF I O N89 21 _24'E m I N89'36'15"W 61.88 J?25.00 . I' CE IS0N & I 0.25' W LOT 43 1"=30' GRAPHIC SCALE 0 15 30 CERTIFIED TO AND FOR THE BAKERS CROSSING PHASE 1 EXCLUSIVE USE OF: PB 60, PIGS 27-29 D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED TIME F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN 14EREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON TIME SOUTH LINE OF LOT 34 AS BEING N89'36'15" W PER PLAT. _ FIELD DATE:) 5-28-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT PLATQMMEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB86393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 FND 1/2- IRON ROD AND CAP NO 10. (10/20/03) QFND NAIL AND DISC LO /6393 (10/20/03) 0 fND 1/2 IRON ROD AND CAPLB16393 (10/20/03) CNA CORNER NOT ACCESSIBLE a DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY 7YP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENDFICARON POL POINT ON LINE PCC POINT OF COMPOUND CURVE HEREBY CERTIFY, THAT THIS BOUNDARY URVEY, SUBJECT TO THE SURVEYOR'S NOTES ONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH Y THE FLORIDA BOARD OF PROFESSIONAL URVEYORS AND MAPPERS IN CHAPTER 1G17-6, FLORIDA ADMINISTRATIVE CODE URSUANT TO CHAPTER 472.027, FLORIDA ASM40199 FINAL 10-20-03 CKB JOB ND. MODEL CHANGE 4-28-03 JML DRAWN BY: PLOT PLAN CKB K . A /Lug a11lVA) f R M R. MUSCATELLO JR.- PSNI#4928 DATE PLOT PLAN DESCRIPTION: A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT 43, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH 29; THENCE RUN N89'36'15"W A DISTANCE OF 61.88 FEET; THENCE N00'42'26"E A DISTANCE OF 110.00 FEET; THENCE RUN S89'36'15"E A DISTANCE OF 36.74 FEET TO A POINT OF CURVATURE, SAID CURVE BEING CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 25.00, A CHORD BEARING OF S44'26'54"E, CHORD DISTANCE OF 35.45 FEET, THENCE CONTINUE ALONG THE ARC OF SAID CURVE SOUTHEASTERLY A DISTANCE OF 39.41 FEET THROUGH A CENTRAL ANGLE OF 90'18'41"; THENCE S00'42'26"W A DISTANCE OF 84.87 FEET TO THE POINT OF BEGINNING, CONTAINING 0.15 ArLbdR SLAB ELEVATION TRACT A MUST BE 16" "ROWN UNNAMED ROADWAY DE ADJACENT ROAD UNLESS 50' RIGHT-OF-WAY N89'_36'15'w _ _ _ _ _ _ _ 1 CENTERLINE OFT 157,24' — 50.27' APP O RIGHT-OF-WAY IwT in l. p I al0 1v1 v1 I2S89'36'15"E gi" 60 ,N 36.74' I IN 0' UTILITY EASEMENT O 30' GRAPHIC SCALE 589'17'34'E 0 15 30 6.0 ...... — . _ . 15.9' - - 2 S.Oo' - - - 19.7•.. N' N ISO. tt I 5.3' I I OA/C 2289PROPOSED i W O N FINISH FLOOR N W I LJT 0 N w ELEVATION.37.7 DO O r LOT 35 i I:t I O I i O O Z 40.00' I O 1 r I I> m 6.0' 40.0' I DCOVERD'• I 15.9' . 0 O Af1 4 f 0= 9O'18' 41 L=39.41' L.—.—.—.—._.—.—. R=25.00' II LOT 34 CB=S44'26'54"E 3J) ++ DRAINAGE TYPE 8 C=35.45'------------- N89'36'15"W BUILDING SETBACKS FRONT: 25' LOT 42 LOT 43 REAR: 20' SIDE: 5' CORNER: 15' BAKERS CROSSING PHASE 1 MINIMUM LOT WIDTH 50 PB 60, PGS 27-29 PREPARED FOR: D.R. HORTON LOT 34 CONTAINS 6671 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 547 SO. FT. t TOTAL SOD 4017 SO. FT. t 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOT 34 AS BEING N89'36'15" W PER PLAT. FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: WRM REVISED: N 61.88' A I < IZ n o rn I , D 1 1 fs'9-21'14:E. D 25.00' POINT OF BEGVNNING NORTHEAST CORNER OF LOT 43. BAKERS CROSSING PHASE 1, PLAT BOOK 60 PAGES 27-29 LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RIC14T OF WAY LINE POL PCC PROPOSED ELEVATION ppCOR PROPOSED DRAINAGE FLOW PD CONCRETE A L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRC P) PER PLAT PT M) MEASURED TYP CALC) CALCULATED A/C FND FOUND CBW CONCRETE WALK RP S/W SIDEWALK CP CONCRETE PAD CS PD PLAT BOOK C PCs PAGES R/W NG NATURAL GRADE ORB SO. F1. SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8g6393 IODEL CHANCE 4-2B-OS JMl 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA PLOT PLAN CKB 1 32801- (407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF IANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUSCONCRETE SLAB CHORD LENGTH RIGHT -Or -WAY OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM40199 DRAWN BY: FOR THE I ,FIRM WILLIAM R. M CATELLO JR. PSM#492 DATE CAUL?'.BETWEEN ONE BY WOOS CONCRETE OP WOOD &JEK t BOCK BT OTHERS MA SONRr QPENING ' MAS-r. OPENING BY OTHERS BY OTHERS CAULK BETWEEN VWDW FLAME t WOOD BUCK ZI 1-1/a' MIN. a G EMBEDMENTa STUCCO J pr OTHERS . fo p[RINETCRCALK pT.OTHERi RIG(O. VD(TL GLAZING BEADTTPJ CAULK BETWEEN WINDOW FLANGE t PRECAST SILL W/ VLLKCM US ADHESIVE CAULK. OR APRV'D. COL. PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 3/16' DIa TAPCON SHIN AS REO'D. 1/a' MAX SCE MOTES) FLANGE: TYPC vlMDOv FRANC` HEADER GLASSTTPJ (SEE NOTES) B3LBUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL T B.v. 1-1/•' MIN BOCK WIDTH) CMa2:CW.T INSTALLATION ANCHOR ONE By WOOD 3/16' DIA. TAPCON D wa Br OTHERS ST BY SHIM AS REDID. RIGID VINYLt/.' MAX. GLAZING BEAD (SEE MOTES) TYPJ 4 L. GLASS( T7PxSEEFLANGE TYPE . WINDOW FRANC . AND CAULK BETWEEN WINDOW FLANGE o t v000 BUCK PERIMETER CALXK By OTHERS V.V. WINDOW WIDTH). SECTION B-B CAULK BETWEEN WOOD BUCK t wAS'T..OPENING By OTHERS CONCRETE OR MASONRY OPENING BY OTHERS CAST SILL By OTHERS - a Q NOTES SECTION A -A 1.W. A FA B C I 1) Sm. AS REO'O. AT EACH RISTALLAT)0M ANCHOR. NAx. ALLDwAeLE OSHIMSTACKTODE1/.-. E 2) rnN00W FRA)NE uATERuI: ALWYWU4 ALLOY BOBS. 3) INSTALLATION ANCHOR LIUST BE Or SUFFICIENT LIM. TO ACHIEVE r- zMIN. Eu'_EDrEM Or t-t/a- INTO MASONRY OR CONCRETE. a) USE SILX0dZEO ACRYLIC CAULK eEHUND WINDOW FLANGE AT HEADIN JAMES. SILL MAST BE ATTACHED TO THE Su3STRATE WITH VULKEM It6 ADHESIVE CAULK OR APPROVED EOIJAL. ER S7AL AROUND5) USE SILUCOw1ED ACRYLIC CAULK FOR PMuEIW.H. ExTERTdT OF ww00e FLANGE. r 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR. CHART. UEE ANCHOR CXPATITV LISTED WITH NEXT LARGER SIZE. FOP T:E APPROPRATE DESIGN PRESSURE REO-D. 7) LASS THICKNESS MAY. VARY PER THE REOUREuEMIS 0: AS7uEt3OO GLASS8) LETTER L'ESK}uT10NS ON THE TAPCON LOCATION CHART wo cAT: YrHERE TAPCON ANCHORS ARE TO 5E INSTAL!.. AHEM uS.NG TnE 1 EXTEMR. ELEVATION AS A KEY. B rrim- KL, O I y iy C1 ilk G V . 0 ( p I I 9) ALL FACTORY APPUEO e-OLES Not OESC" EO FOR TAPCCN ( ANCHOR SHOULD 6E FILLED WITH /a SCREA•S OF SurF.C1E. 7 LIH. A TOPROVI!ti um. 5/6 INfL(eEOufnl INTO WGLYD 6uCr., r, '- IO) FLORIDA _XTFUSERS 1*00 SERIES SNUE kt;hl IS SHOWN. T-IS _ _ PRINT ALSO APP'JES iC ii,_ FLORIDA E.!RK;^u5 1500 A:.!) _;tiC _ I Y / ( 1,10N tt) WHERE YHT•Opal K INS-:•.°. IN A'1 -•.^,r,R- C'E.v.^s; w:i - STRUCI' lL TwC 6Y u:'J: =-jr-A. .'SE %: - /- \ _ SufFC: EN: LEHGT.! T: +: -IEF_ 1-3R nr.a or uEN- :,Ir i/;'_iJI f i/l: 1'/ !.) n.r'', ALL :) 1ST aT `'N - • E I L% TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD I LOCATIONS.. -IN 'JAMB SIZE SIZE 30'7 To .mz IV TO 7OPSF JOosr'TO •OAST. itty/T0,)Ocy; 12 13 1a 1/a x x5 e 1/a K 77 ]/a rat. t. -. 145 ..: Ha t/a X 49 $/a 1a 1/8 x SS 1/. - e•• g 'd..•• B- BrF fF'G++ at `ir F 15 is /at7 iT'-rv-fF a 16 . 0 1/a x 71 a .. 8 .: 17 83 In2 .. l• 111 iM45s 1/2 i a 25 in 1/ 2 i .9 /a ZS 1/2 K SS 1/. e e ee e 8 a '' e t s j' 4.1-`FF3• f ir.G FJ FJUI115 2 31n s 677' e 6 FF Yc Y iFJaJ TH7 25 1 : 63 9 8 FJJc.:2er D1/2 . 26 D 1/2 3A 3/a 79 1/2 25 29 1/2 X 37 3/a 8 tAv 30 1/7 . 50 5/a 29 In x .9 5/a 8 e 8fF F.G • i.GJU 30 In . ss 1/. 29 1/2 x 551/a 30 1/2 . a3 29 1/2 x a2 8 6 F.G '. r.GJ1J 30 1/1 . 72 29 1/1 K 71 8 B ' FFJIJ iFJIJ 30 1 . a. n 1 z x a3 e B FFJx rFJx .. . 36 X 25 23 34 X 37 3/5 e E FF iF '•'1'• . 24 3/ K .1 va 8 e FA FFIU •. ; 245 36 . 55 1/. e e F.0 4. FFlu -!C- 25 36 x 62 8 F,GJIJ 26 36 X 7t 8 e FFJU C".GJ1J,' 27 36 K all e 8 FFJJt fG".j.K•" a a 26 at X 25 tu 2 . 3a 3/a a a 31 1/8 e e FF fFJU R . So 3/8 a x .1 5/a e 9 . FF 41 . 56 1/. 1 1 55 V• B e rFJU rFJu•,'[:- 2 . 63 1 1 62 B B FFiu : ` O.EFFJu . a2 . 72 1 x 7t B 6 iFJU OFjFJV .. a a 1 X 8f F.G .K' rCJUJA 48 26 47 x 25 5 A.0 FJG a . 3a 313 7 x ]) 3/4 9 A.0 FA F.Glll a . 50 3/a 7 .9 S/3 8 A.0 FF F.GNJ a , 56 1/. N X 5S V. 6 A.0 F.O11J F.G.MJ e 53 7 x 67 8 A.0 r.cmj a 72 7 1 71 B A.0 F.G.Mi O.EiFJ(3 7 A 93 Ar. FCjK OFFCHIjK 32 52 1/3 A 15 8 A.0 rF FF , 33 s: /a X 37 3/a B A,C F c r.G.MJ • ^ 34 52 1/a x 19 $/a a AC FFJIJ F.G.HJ 345 52 1/8 x SS 1/. 8 A.0 FFJu O.EFFJIJ 35 52 1/a . 62 a A.0 F.GJu O.EF.GJKJ. 36 52 1/8 K 71 B A.0 FFJIJ D.EF.G" 37 1 52 1/5 . 83 s A.0 F.GJY. O.EF.GJ.%J.K 37 Wr HOT AvAa.AeLE IN ICOO OR 1500 SERIES. FLORIDA EXTRUDERSISANFOR. FLORIDA TITLE: INSTAL! AT ION D= TA:! SGL. HUNG .jNDG`:: - S_F.iEs 1000 1500 B 2000 DP_ 4ITv 0y: 1 j APPROVED BY: DATE: lu/O;/'J:,SCALE: ".1 T S IMG.: cl EXU7Io w 1' W71 0 1. RIK EMBEDMENT 1/4' MAX. SHEATHING SHIM. SPACE CAULK EETvEEN TWO BY WOOD VINDOV FIN L By OTHERS By OTHERS SHIM AS RE0*D. r7 TWO By WOOD STUDSHEATHING (SEE NOTES, By -Glm!S:." SHIM AS REO'D. cSEC NOTES) INSTALLATION — Be WOOD SCREW STUCCO BY OTHERS PERIMETER CAUL By OTHERS VIKOOVHEIGHT GLAZING (TYPI CSEE NOTES) ly EMBEDMENTsl 14 MAX. SCE NOTES) GTEFULAtISPACEAW 14, c. I., rim- TYPE I Tr j, ri ABERYINDOVFRANCINT GLAZING ( TfP-) rRpj_ SCE MOTES) WINDOW PCRImETCR CAT VIDTH -7 CAULK By OTHERS 1 7 FIN TYPE iNvow raAK SIW. QRLE SILL PERIMETER STOOL CAULK Or OTHERS By OTHERS INSTALLATION ANCHOR Be WOOD SCREW STUCCO BY OTk__:2S CAULK BETWEEN S E r- T! (JN . A. — A. v 0 Sy WOOD OTHERS MIN. E TO 7 ECUALLY SPACE ANCHORS cTYPJ_ REO'D. 46ntn 1) SHIMATEACHCM!, AS SHIMSTACK - TO 6 M' A.Lb' 2) wi(OOw FRAME uA71 -7JAL"` AL NU 6063.' kir_ 3) WSTALLATIONANCHORMUSTBE: OF SUFFICI E.VT. LTH.- TOACHIEVE MtH. EMBEDMENT OF I- INTO WOOD SUCK:7;;- I MAX. uSE SMICONIZED ACRYLIC CAM.'BEHIND AT HEAD. SILL &' JAMBS. TT'J 6- 5) USE SrLCOMtZED ACRYLIC CA" FOR PERIMETER SCAL"n!' JL MAX (TYPJAROUNDExTERBOROFWINDOWFRAI(E_-" -Lr'- 6) 6 EXACT WWO)OW SIZE IS MOT-LfSTEO tM ANCHOR CURT. USE ANCHOR OUANnTY USTE-3 vnTm:mEXT LARGER SIZE:- ELEVATION 7) GLASS THCKNESS MAT VAR- PER THE RfOutREwEmTSlOr ASTU E13M CLASS CHARTS. VIEWED FROM EXTERIOR 8) FLORrOA EXTRUDERS 1000 SERIES SINCLI'MUNG IS'SHOWN- THIS PRINT ALSO APPLIES To THE. FLOrdDA ETRvOERS -1500 AND 2000 SERIES SLHCLE HUNG WINDOWS. REVI DESCRIPTION DATE "" IFLORIDA E . XTRUDERS INTERNATI I ONAL. 19C I I I SANFORD. FLORIDA TITLZ: INSTALLATION W/;:? SCREWS . SINGLE HUNG FIN SER!ES !000, 1500. 2000 JDFAWN BY: BE APP?OV;—'D BY: T Q SC.. i F ;DWr,..FLEXOC'?S '_: 1' NK EATHING 1 OTHERS dTALIATIDH COR SCREV (TYPO EXICRIOR rINSMJ Br OTHERS IPCRUCTCR CAULK BY OTHERS rim FRANC HEADER EXTERIOR PERIMETER CAULK BY OTHERS xtER1OR FINISH HY OTMEPS B INSTALLATION ACHOR SCRCV (TYP.) SHEATHING BY OTHERS 1' "t CAULK BEHIND FIN SHIN AS TVO BY 8U1LD SEC NOTES) es) DOVN Br OTHERS FIN rRAME JAMB NOTES SHOM AS RC010. I S M AS REO•D. ADJACEM TO EACH DWALLATION ANCHOR WITH LOAD BEARING cSEE HATES) SHIM. MAIL ALLOWABLE SHIM STACK TO BE 1/4. GLAZING (TIP. 2)-OW FRAME MATERIAL: ALUMINUM ALLOY 6063... YNHD SEE NOTES? l @3) USE SIu00wZE0 ACRYLIC CAULID KKNOWWOWrim AT MEAD. SELL VP N, L USE 6HUCONZED ACRYLIC aaux FOR PRIME SCAT AROUND EAtEFNgR a Y • •'- W' IAL 48 INSTALLATION SHIN SPACE ANCHOR SCREV (TIP.) IVO 81 FRAMING BY OTHERS CAULK BEHIND fIN SI41 SPAR ..WImOw FRAME. CLASS USCOESS MAY VARY PER THE REOUII IEAMEM S OF ASTM E1300 CLASS 7 - -"5) vCHARTS. SINGLE GLAZING IS SHOYI'H.'aSUtAT" CLASS IS ALSO OUALI IED. SH[ATh H h6) SCREW ANCHORS AT HEAD. SILL 'h JAMBS SHOt" BE IS SCREWS OF SUFF10ENr Y. MIL I IN. MIN. •ELSEWENT MO WOOD FRAME_ PLACE /8 :• .. r n•.i />;N SCREW ANCHORS 6- FROM CORNERS AND 24- O.C. MAX EXICRIOR 7) BUILD DOWN AROUND CUTKO PRt10N OF WINDOW FRAME TO BE ENGINEERED BY EXTERIOR rGOSN 'e OTHERS. BUILD OOwn MUST BE OF SUFi1GENT STRENGTH to AOEOwICLr Br TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. i !'c; r -•-:: 8) FLORIDA EXTRUDERS 1000 SERFS OESHCNER WINDOW SHOWN. THIS - ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SCPofS &.2000 SERIES VDTN PERIHETER CAULK By OTHERS 9) ELEVATIONS SHOW FAIINON CONFIGURAtIONS. R IS MOT INTENDED TO LOOT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MAIAIFACHAIED FROM THE TODD. 1750. h 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B-B 10) WINDOW UNIT CAN ALSO 13E MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUAREMENTS. GLAZING ( TYP. SEE NOTES) rIM rRAME SILL SHIM AS REO'D.- SCC NO tES) SECTION' A -A 4 I L 1/N- ML SHIM SPAR A EXTERIOR. ELEVATION I• JO BY r.TAM:NG 5T OTHERS t CAULK BEM:ND rim -•'' yy U w AWIDOW WIOTN A 1 I Y1H ME) IT B B IG A EXTERIOR ELEVATION FLORIDA EXTRUDERS'NSAN o FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW. 1000. 1750. & 2000 SERIES RAWN BY: BB I APPROVED BY: ATE: 02/14/02 ISCAIE:NTS DWG.: FLEX0037 s as ONE BT BUCK BY OTHERS CALK BETWEEN WINDOW FLANGE L SHEATHING - LYWOOD <TYPJ T OTHERS EXTERIOR FINISH BY DINERS - [ r v PERDETER CALK - BY OTHERS SHIN AS REDID SEE NOTES) WINDOW FRANC• HEAD WINDOW EXTERIOR GLAZING (TYP. SEE NOTES) v— VtNDQV FRAME SILL PERIMETER CAULK Swn AS REDIDNOTES) BY OTHERS SCC EXTERIOR FINISH BY OTHERS - CAULK BETWEEN ° WINDOW FLANGE L ONE BY WOOD BUCK CAULK BETWEEN WOOD BUCK L ASON RY OPENING BY OTHERS CONCREIC OR SECTION A -AIuSQRT BY OTHERS J; A INSTALLATION ANCNCIR BID SCREW BUCK WIDTH BUILD .DOWNOTHERS cA APPLIES NOTES TWO BY FRAMING SILL) 0 SII HI1)) SHIN AS REO'D. AT EACH 04STALLATION ANCHOR WITH LOAD BEARING SHII1. UAX. • BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4-. 2) wNDOw FRAME MATERIAL: ALUMINUM ALLOY 6063. 1-3/8 1m<. iMBCOMENT 3) TAPCON INSTALLATION ANCHORS AT SELL MFST BE OF SUFTICEM LIM TO ACHIEVE MN. EUBEDLEHF OF 1-1/4' INTO MASONRY OR COHCRETL /10 WSTALIAT"O" - SHIN AS REDID SEC NOTED SCREWS AT HEAD @ JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- UNN. EMBEDLENT KID WOOD FRAhMC AND BUILD DOWN WHERE REQUIRED. INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 W. FROM CORNERS 8: 24 IN. a..:y r,T1 Z-;jrO.G•MAz. - - _ ... _. .... .• ;..' 4) VSE S4100MZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT LEAD. SILL Q JAY®S. WINDOW FRAME JYwB 5) USE SLUCONIZCD ACRYLIC CAULK FOR PERUICIER SEAL AROUND EXTERIOR OF SHIM SPACIE WINDOW FLANGE ... .. ... • .-: -.• . GLAZING <TYP. 6) GLASS TNICKNESS MAT VARY PER 11NE REQUIREMENTS OF ASTM'E1300 CLASS - SEE (GIGS). ".. . CRWD'S:-SIICLE GLAZING IS SHIOwN. INSULATING GLASS IS ALSO QUALEIFD.: 1 t a 7) BUILD OOWH AROUND CURVED PORTION OF WINDOW FRA.IE TO -BE ENGNEEREO BY OTHERS. BUELO DOwN MUST BE OF SUFFICIENT STREINcN TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE BUCKHEIGHTT 8) FLORIDA EXTRUDERS I000 SERIES DESIGNER WNDOW DROWN. THIS PRINT ALSO . APPLES TO RORDA EXTRUDERS 1750 SERIES h 2000 SERIES. . 9) ELEVATIONS SNOW COMMON CONFIGURATIONS. IT IS NOT MENDED TO LM USE Of THIS PRODUCT TO THESE TWO CONIXA ATIONS. THIS SHEET APPLIES TO ALL PCRIHCfCR CAULK Y THENOTHERS 1-3/8- MIN. EMBEOMENT 1/4- MAX. J"W SPACE CAULK BETVECN.. TWO By BUCK . L XONCRE TE BY OTHERS INSTALLATION AIQ rrn - '• SEr4ESCONFIGURATIONSSICE THAT CAN D MFRAurN UREO FROM THE 1000, f 750- Q 2000 B SERIES NR THAT W'tNBE FNUFANG RESTERS. I 'r-:`.•,Y i::i{. 10) WNDOW UNIT CAN ALSO BE NULLED TO OTHER UHITS USING ALURNUM TUBE WINDOW WIDTH `! MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. ' F I L- s EXTERIOR ELEVATION Lr-1/4MR0ENTfrLU FLORID B.O.A.r. EM3EDMCNTONE By WOOD NiANUFACTMER NAME: Y-- (' BUCK BY OTHERS v F l n r.p 7.., 9. INSraLLAr13N MASTER i'YlE # -• --rr • :' 17 3116• Di- upCON 0 EKTCRIUR FINISH ••r SECTION B-B By OTHERS r tip;.'. WINDOW MOT" A A EXTERIOR ELEVATION FLORIDA EXTRUDERS'"SANFATIONAL, INC oD. FLORIDA TITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOWN DESIGNER, FIXED VINDOV 1000, 1750. & 2000 SERIES. DRAWN BY:BB APPROVED BY: DATE: 02/12•102 SCALE: "ITS DWG.: FLEX0036 I 7— INSTALLATION ANC770R .__ — DOOR VIDTN —+ SHIN AS RE•0.O 9 SCREW. SHEATHING SEE NOTES BY OTHERS CAULK BE. DOOR FLANGE TVO BY VOOD SLIDING GLASS L SHEATHING BY OTHERS DOOR FRAME - SHIM SPACE' ii.- MA.. u.- x):LL INSTALLATION AT{HDR TWO BY VOOD a SCREW I-1/8•NIIt ..- BY OTHERS - EMBEDMENT ^- 4. TWO BY VOOD BY OTHERS'---• ST' _ CAULK BETvEEN 1 „ HOOK STRIP L ' .. SHEATMIMG I• SL[DING GLASS DOt7R .. ~'' i s B 4,-( •• s- HOO(fSTRIP. IZ SHIM aS RE00. t y SEES•HOTESI.,......:1.-..,-..,sue.-. ` z v L3 m _ `' ' 3t . 7t.._: '_ 1 t.'' „-tyt: r-a•,'Jf' $r .mom' `s ems. ";,a r u,rtaN aNE aR "'' > d;+rr raltNsALY•- 4. •:. `I -NTH. 1-1/9' Ht71 f zCaEv o €. 8 ,k `+v, q, W AREOM£NT°14EMBED7IENT - _ - SrCIb STUCCO - ` tTYP.I _ .'_,__CAULK BETWEEN.•„,' ysQOR,SIBING+GE"•--.-.'t' dG4X, BY• DTMERS SLIDING GLASS 7 i p DOOR FRAME - _._ ._ .._ _ .: - ..' • ,. re:,-`,o .. PERIMETER HEAD Y- - _..SHEATHING;_:.. Y-:.'.:: !•..: 1j•, ^: CAULK By - ' ..Br.OTHERS, OTHERS - SHEATHING . , ..._, . . • PCRIMETER --- BY OTHERS ='_ I . s. '< ,7_:''E:F':.z': •w)• CAULK BY TEMPERED GLASS - •.X.-(`,_ lS-:'.y ::yr<:'' ., OTHERS ' ST17Cc0 ` t TEMPERED .;, OR SIDING <T YP + ) _ { i STUCCO OR SIDING GLASS ( TYP) - - - .. - - ,. BY ODORS 1N._.__ - --} Via, BT OTHERS t t INTERLOCK' SLIDING - GLASS DOOR 1 a•.;:T-1C':.r' - •'---::____. - -- K c INTERLOCK I c"`'_` raJ r HEIO( T : SECTION B-B y rT 7 T T - HOOKSR`IP ODE JAIL `T. I ` u DOOI NATC2 ALVKtKP)'ALLOr 6061, i K ./••f •)tic •'- 7; /. r y • ,z 21 ..9 NSTALLAIIp) SCREWS K AI X O' WrICIENT LENGTH TO ACHIEVE HIKA: GSCD,cxT');y;':t, i•,. A ,r a Q (-1/8• INTO A)006 T+7CD, rYJt' b11TALLATION A106(S wT.TTLI ,VSTISE /T= . .-:'•y.y ) :•`. ;.3 SltrtClExrLEWINroAOUEVENIHC.2CDEMT Or 1-Ir.' tirt0'w!'r1r O1 CO3[IKR= ,,C•}'e. 7) INSTALLATION ANCHOR CHART ON SACK Or THIS SxEii. :' : '•ti .f'.• . -. ' USEStL[COIUD ACRYLIC CAKA[ 904" DOOR rLAN(t Ai HCAD a iAHDi •-.•.; :,');t /" '.x ,' : t•, .' .1 Sl USE SRiCO . ACRYLIC CAMS rOR PERWTCR SEAL ARMP)D E.tLRIOt Ors-Drat:=....'fir:_S/. ?tcL•... r al ITA EKA Sizt. rrSIZE I APDR ST,KTDC IN AK> CHART. %L EANDOR MxrArr.ltsr(D Vf1H,'!fSr..Ct j. t .t.1.•17, SLIDINGCLASS / 1 7) rOD POC4r DOM SITES USE CLOSEST STPASS DOOR SITE t cowtOFAT10,•t0 rpRp[D ORxC.$T}`C'(.' DOORFRAME 'T -I SILL 1 9' B. 'PLACE tNSrnLLAr[W .,pOti. W raDA 6 IOOc STRIP AS SWWw - rY,S 1 D) GLASS THICKNESS HAT VART PER RCOUIRCNCHTS Or ASTN C13M CLASS CHARTS.- .) 8 . C 91 COUP wa IS APPROVED USING TEMPERED GLASS IN 10(iC GLAZED OY bM&At9G GLASS.:'•' i"S7" •^? ID, AAHS i SILL COt)CRS ARE TO SE SEALED WITH A SMALL JOINT SCAN SEALEP . IU SHIN. AS REO'D. At EA, SEI 6 IMSTALLATM. ANCHORS.NAA. ALLOWABLE SHIN SIACL TO IC I' -: 2, ALL WHERETALLAitO, AmCNTS NO NWST rE A Q C EPRESENRESISTANT NEL APP i '.'_-. t.. .-'•' ._ A ' fU WW •A• to H'. ARC S AVOC PANEL Axn CH REPRESENTS ONICAr THIS PANELAPPROVED CprALLOW! ARC TO LISTED aK VE,ANCMIR CHART b, TACH S DRAWING. G. P T. EXTERIOR ELEVATION I.) ) EC ALL tO trARlArttiTs LISTED AROVC AiLT vaWH a THIS pRwWiI rOWCvtA INSTALLATION - EHBEDxCNI SECilL1. i •A -A', '!-S• L NOOK STRIP DETAIL APPLY TO tNSrALLATTOr Or ALL APPROVED 1- 1/.• MIN. 2 PA1EL DCOR VQlJN n, RO7Iw CA (RWGRS wm SE.RICS SLIDING GLASS DOOR IS SHOWN THIS PItWi ALSO APPLIES ro• .. ' aJ E 2M SERIES A.D SDD SERIES. A I REV DESCRIPTION I DATE INK EXTUDEp DTlINT RINC. RS SarvFaeD! ` FL. CAULKING* APPLY I n CAULKING ll+OER SILL af OR SET SILL IN BED - !WTALLA7MN ANCHOR .S or CONCRETE 3/lV Der. TAiCDN / nTLE: SLIDING, GLASS 'DOOR.-' ' S`MON A -A 1 INSTALLATiON. WiTH'94 SCREWS F QI 2 I I DP_;IYN BY: H APPP.OVED BY: i ATE: !211710i SCALE: NTS JDWC 'LE=27 SDI 1 ^f = F] x x re ` - - _ I X'2.-Y 1/E - IG?i SY. i - _ •[ - _ Vr1TCA'T) k'_ -.AL JLllON •TO:Nv1'^N r c 'i Ww Sh 1: •TUc'E MtiLl JAML (TYP.`. f, .lr.iT'P/•1. IUSE Mr L•'^Y - 1, lii•L r"M 1. r --^__•,.!.::.. iAY.S (TYP: 1 I1 :, r' ,: r r 4 'T!5: b Jt ! '!' ,. .1' •c' {-, :; y .' !:;• s' _ •.C: i r`• j'•iX UK -EX :MU' L"`-- a6..x`i/_ s a,'x .3i6 `: _ D ..pE-x 1/2 SELF n ;R ;`. -Hs> f G k >• ` fC ='` r .. sLc t 7A°r:!(G St:SMLtI?CN —_ .T ` I ' ' IF.i•%Ci.TTV -N %_a.:1c Z e _ } Y _ I ¢ n Ea c,. t«s_TcUk..... Fes! D F.7-.._.¢ 2'al t ^3t3,`4.i!_fi'a'r8i yiv i tx e i.. lw ` r.'-jr - 'a . d r i -ram _ t- cia. f' .. w._.s... .......:.+- {5.' ''_,.,-mrt.,i..{-.::'.: y• '• C•{,,:i•_ _. s- ANT .EETVEEM' { . ` VU ffI _ FLA -s.-#e-X-L-1/2 S'cLF-` - .A v FLAns ;.D:LSA. °tt GP:.1 c. st t:r EBS ' ,3 tAPPi SNS: vu L MILLION . (^r - ---- t' _ _ i:&.. $r T: t4 :, fE •X dzi/2 L::g?:c :$:i2:. ' •.. .. e •SS- t-;_TAPPINt-S?!S.-`._ _ S C, . -_'C.Lc'.__ _.. 3 z L[r' " - r-Tw'PiNu-S~s .- i)( RrX:f¢ULLiCr Psis' CTIC 1'=fA (1`) ., se.=CT O t'A=A (21 -- - ----r Aa, rssel F, f'a'' a-'- F:%: T, p {3 Z 'x., S CT10N i! - --.-' _ r '.,G•„pr j-„y d tt y 4 • '~ - _ '? - — —. i _ • D :.. ^ I { ::;)'_ r Y r c IUSTA'"ATl'ik'(SAlIGYRX27/!6-X•V ,•; 1 X 2 7/IE X re' - = r, `' q TUBE 9SliLIDN ` : v i . StL : - TUBE ri-LSQ7 . , - - U - ?lay G 104t] S!L - - ` SEALANT Brr-M-- k6 X.1 1/2 SELFSQtc'V,VI(lC6i ' 1A49 <TYPJ JAt4P .(TY i. = WEND IV. HOCKS :TAPPL`!L SHS. _ _ E ° ri' fw 1C 3F+ji s3 u t L l3F_LIIA- ' ' •. SLL c 7SECTIONA -A -(7)- I/ MS 2 SELF. --- -' I . __- t: _''_ Q '•.3 ' "' '1'F " . PINY2. ,ua X V2' SELF- - - - TAPx ! 1 SSE _ •_ _ _ - - s `' ° d: ,,, mow Yy,• TAPPING SMS :. -- - - ._ ... . _ : , - `. _.. '— - Ar :,'• {..i'lXu4', 1Qtl, ' { r.• t AI. AL f l1+°'4S VHEIt `f£QUQtEL7 `F ` JMM21 -LATESEALANT,.. ,Vi1vL V Rc X 1-1/2' SELr - • • - _ • - , --ZFCR A7DI - L: ViNIIOV Y y ----_-_-.:. _- __ L M.:_LM' .. TA.Pa S!!S - —i .--- SY. L`' t_, 1 B CrC r i- oTAPPSECTION, ,".- A ( 3) cECT40i: A -A (4) 1 X < x i E TUK WiLl MN IC(!c iOCc S4. ; Jewa .i F! 1 i ;'+6 x i/c SELF SaS Ap x. Xaie lroll.'E2- - FROM EX 6 'SDo D,mF FLORIDA •EXTRUDERSI FLORIDA ' SELF YlrA rmr, S; J.S - ;C= e7 / = Llif`eGC •-,}•ff L:! •;I ICuO i5 uI1pVERTICA' r:. MUL1 1LON WTQ_HDRIZCN,AL SE= ET:;E!'. S;I.* ;SHEET 'c D! ?) PD2• i \ -- - s`, D_ SiGN PRcSSiJ _ CArAL : :=S r r•-_- i % i:) noun aV•! -- I APPROVED BY: ... PjCAL kiLrLi,-N TC c -R-ETE X 4- DOLL Cl (AF-,-Ir- T ?rT P. -tESfGNER., - D) il. SEAL. S ro jAms JJONS ARE USED, W fl- S!LL40S, 7T Vl= W arc c V Ct ItX3/4 SELF aZ. S Resx ,2/4 SE, F SMS cliliCRE TEM MAZ:.N TAPPE-ii --Z?z ... ... . ay a RS J7 LAiSTALLATIGUNT, -.014 t 1/E - 1: VT x -a --X -A -C K 15: lr.:6Z t'LP-L"-14 60.1 a 4A S T FLOPM-K iuw 54 RANiJFACT. a x 3/ SELr SELF 777 7 7—T--tTAPcM S14S-------- A 1000. - Z. 7 sl M 1: 01 A- 2) n- A%,GE T IES NER a IGGG F.V./DESI&ER Icc4 V./L 16 SELL. <TYF-) SILL. (TYPJ - RIWOf.VJDESIGNER' t. 41SILLcryp.) te x 3;-, Sr-L-,..* IS X 3/4 SELF 4 X 3/4 SELF UPP.NG -Sl4S TAPPING, sms L `7 .4 1TAPPlt* .SXS - X 2-74 , : : . . I - i , - X 2 7/16 16 X US 2 X 4 x 318 M) 7!q-. TUBE ?CJLLION TUEE fouLLON" TUBE It 7 ETVEEM SEALANT BETWEEN - WINWj P- *ESfLaAtfgj,., Y_ djL, ION BETAII T-T2X3/4 SELF 4 SELF TAPPING SAStGbaSj-.. TAPPINIS &"S TYP.) BEAD'TYP-) i-EAD SEALNT BETWEENSECTION A- A 3) :SECTION A -A 2 X 3/SELF , - +//- .-—•-'r:"; y rl?sS<X4• WINDOW FLA15CS TAPPINS ASPS L feiLLION r- woo r.w.iomc-4EP C7. v /urS!UlqE-q NT BE7jr-'N :., A -- Stu ( TYP., - VINDOW r-A-N=- S SILL 11. Y'P.l XULLITN 9 2/4 SELr TAPPING S14S x 1/8A PF- F-nq 42 X 3/4 SELF T0P! NC SMS X 3/9 T-= F:- S r r-: -L S:t . * 1. " i.,: s H. r HEAD ' I YF.) SF-, TIC)i\, A —A (7' 0- F—VAT'19 Viiefit_- O FROM EXTER;CR. 11, RIIIINAL: .... JNC FLORIDA EXTRUDERS SANFOO.-FIE6RIDA TrrLE: I Ci CC-! i 5 0 i-iF1 A NiG E S H, T I Cl F TW i -N •.ij.0:7- i Z,::.N*TAL MULL 1 CIN S rTICNS- S-- Z5- r PRESSUPE CP.PAC!rT-IES C. D P ZWNBy-^'S` PPR OYED BY: 9ti T—, t Ljl.z_- r.TlI is- 1000 Sii 1 X 2 X 1/8 1000 S.H. : 1 X 2 X 3/8 ....... .T.VO BY .VDOD DETAIL C JAMB (TYPJ TUBE MULLI@7 JAMB (TYPa_ . : TUBE MULLION BUCK -BY OTHERS 8`X i/2 SELF - \ i` 1%8• :IIDL f..-` i =V _ 8 X 12:SELF TAPPING SMS 1 f,_ a t: TAPPING SMS _ ,r )r.. :'R:Vl+::: EHBEDHENT. - =r• i ir- \C ,nn•-L..4 :•_ ..w:.. _ 'Y.: t•.•:•_vi•ts'7 ::f. z------='•—' _ .;-« _ .i'-,; 2..X_:t}7(:3/e _,,T2.,IZri .'G, I } t..i `" ., HEA ING , y .r- etc ,_. vumf]v.Rn+1E_ Je:S, o Ti ab- I e, a? J'•:F, _ 'z:al; e'`=t8 , . `.F-•.a J - ' f, 8a -•, .• t 1{It.I.I[B1• ' Ii.EI*I T i$ _ }. -i'• '.->-.-,- _;,,f S`f 'g... ..p(T L• . 'MJI`l N < iX.•_I- %2-•Sd, F s icee .!TI 1kt:ah.Ys-; T08AP:'PX l-V, S214SSELFi '( mr s 5 DF4APTVAG sMS ib3brt /$E i - j 1 1?•Tt ' 1 fi; I ?: t t F:x£i y - at1LIrF+ fi '. SECTION' JA-A 1 ECTION"A-A ' 2 - - €._ ca •. , psa ' r i't'I' r rt~ a j` tS. bI ySIOOO_,^o :: -Z 70 kFJ10 dc3 SII l tir ERE•" : 7` -X 2- 7/16-Xil/8 ----1 - ' B=CTYPJ. I i^ t.. L'k.8c do 2' X..4_rTUBE MIJWONS ARE,USED E i ' T X'6- Xf3/ 8 .i= :.. 1 c....:+ TUBE.HUILION_ ..I000 Ski a. ?L`2,3" T I1gBEE, .r Z,; } = 1000 S}i -` JAlIB (TYPJ - MULLION t s.:Z I ;" 1 z I ; B APPLIES. TO HERO & JAMB (TYPJ r . ^ F i - _ e t 6c.. 1' X•23/16- TUBE UUWONSrARE USED + +ter! i: , - :•.-.: "'•' --' L: _ - ---a8 X-02 SELF s • r•--Gz,.,-t INSTALLATION ANCHOR sra r 1 TAPPINGSMS ? ' a8'X 1/ 2 SELF- - ,. C8 X 1/2 SELF-'-- t: -. t - DETAIL 6 {8: V000 SCRL1l TAPPING SMS -• _ JAPPING- SHS - — _ _NTYPJ Ft c ASS t - :[ C b t., SB1^CLIP -' •-:.-w_;y SEALANT,B£TVEFJJ 08 X 1- 1/2 *SELF -_ _-vamov'FL.ANGES __ a 1 1/B' NLL 1 1 SIt _..EBE5 vN:? T>+„TAPING SMS SEALAMT_:BE1VEEN.. ' yets•-C VIDUV•• FRAME . afL7Nanll7SW. AnMG afsitt ,t, TSX•1-1/2 SELF r e TAI?PING ISMS" c .. _ - IL C r !' vo®rJJAJsucc SECTION (3Y~ ° - SECTION A - A (4) , ... - -- - - - -- AUXILIARI' PLATE : \ a X,st a . _ ANCHOR QUIREW ` 1 x'4' X L/8 • X 4 X 3/8 ADDITIONAL S. VMEN ^RE 1 - 1---^--- .lTUBE MULLION °: _ TUBE MULLION q. A y ; URIDA }i - O O r —• 1000 Sx 1000 Sit iF - - - : -' JAMB (TYP JAMB (TYPE J 98 SELF TAPPING \ SMS (TYPJ ` DETAIL B KJLI Fc ee x 1/2 SELF ee z t/2 SELF ELEVATION O TAPPING SMS TAPPING SMS MEWED FROM .EXTERIOR INTERNATIONAL, INC FLORIDA EXTRUDERS sANFORD, FLORIDA ! ._: k,; Tnu: SER. 1000/ 1 S00 FIN SHEET- 1 OF VERTICAL MULLION SECTIONS — SEALANT BETVEEN .. SEALANT BETVEEN VINDOW FRAME L[. AME DEOTHER (SHEET OF 2>- FOR DESIGN I 8"X 1-1/2 SELF 08X 1-1/2 SELF TAPPING SMS TAPPING SNS DRAWN BY: MSH JAPPROVFD BY: r T.r\. w w /C\ CC/^TfrW A rr\ -\ ,e rr\^, _.... .. ..rr ....... t \/..r r.. 16 2'X 1/8 C-N V. VDGC-- _ _.tit IAHL ---- w two SA ° .1 r , i eio - 1 : r Tl= Ml1i'y - .. : .. i Buc. - PJE_ .Ki LlIt7K. A yq _:(r YFJ jFJ _.1 :1.. < 6Y GiF cR$- •` _ 'r rec. Pi ?i i' Jtd'E (TYF) } ^_!rt; w,. ' .. v, ; f ;, . - v } Es Q AS tiR. fZic .L>A.. -, , i,,' .r,^ :r'v ,1'} G. ''EY'OTNFRS 11v,t'I2 ti•iffsL 1 r Q, n. - _ • 8 ; 4E r-.€,R CE X 2 SELF -. _-EMBEZ!£T _ ;. _ SELF :i. ±/ Q.__ .__ _a._ n_ j c)rTAFPI1h'..• S!'S_ i.: i1'G -fir t' la t... V F , _ - ---- +•a. _ LL L:S' x fir,.,,,,,,_ r'•5'i.:. ar.p ra.: ?.Z_R-B7 ".{f:'. :13;2Li t:..J.€-. i` --"tt"-^'d......e^"•...,r: Xr rYs i K."X. `}kt=' = `% AL wT f`iVEc i__' fi , 0 ! $iJlLA v,«(1 T EEriQar j ,.. , . aD.2--- - j---- -- 1•gs it I S 1 # ` • •- . sk . '''$ #. s'4sT:Il..^'i/&t1['2!y r Iri _Y= I , y n,c• - a ZC' tTLAMGES 1 = it''iixJti[s 1C < Jul 2-t_a < ';XilkLtoNens lf..l•••1Pc i i`c'," r' si• t_ - . f d_I i'=,' t: .iS F -` .- -IIiSiA.'ildit7.K''-, P - 132. 1( 1 EA L`¢: V's! i .}:=_ ;.r _r .Z APP. I%G'l5..," a.._-, , ._ . _t _ y i 3 c, 3:r2 f f8. ?F. ; iYPlfJlt 7At lil+Ch,T CnEi£6'f1E!*J A_` cYg.t S?:BS'y=rSc TO1d fi:.i2i -' _ 5.—:_HULI;Cr: ^— _ (A?PUES;D: HFAD;,c:51ii. f, 3' r- C :'> - —,' - .T., c = ' x _ it _: _Z r^ i7::'c" i 'i ! — ^-c r — &, 2 _'X_ Y' :U8E4AfUJ.O E ) s s +; a". _ 5. f. a • r•• -_-^ _ -- mot•--- "S.L J .l ati! - ' \-.1: . ( X. 2 7J16x±/E >3:'i.' ^1'r. $ - 1y0D S?l--` X.t'7/16 % <TYAJ Y ,• r' _ .- i-.J _ _ . .---- c+ t1 r 'r.:;+;a;.+"• +_1-r,';'F`s=t- ~ ` ..1 talcSALc' - i4Z ` i r• _—.. 2.1 0 S. 7l B MJlLi3N..}. , 1 JAIME CTYPJ JAMB; cTYPJ i)- :.: DETAIL-'8 _ .r,sis X 112 SEL- .-- _ U1Si4tl,ATIIS:76Yt31f3i _...-i' c.. - TAPP < YFJ I„ G:SaS _ .. t I ^'r,/16. LIA T sG; S rE X i/2 SEiF 6 1 x /2 SELF V.. TAPPi. 91 SMS -.-. _ _ 7PrPING "SHSt _ - - RA ' -x i B { r - cr.•• - - -- ...c •. Si:ALAt:T ETVCEN - _ : .1" _ •- Q r1 S' nALAST I`-:7VEcN.r. .'rPiN:r S:IS itf,> t - . _ _. _ Cmizat 71"r_. ` 1 r q,!Sf AiJ(ip Ei71.EK ' -, ,ti"' . _.. _ _ _. i KJLL[t3: r _ - e. 1 7V•iLANuES`' 13 :..._`..i : 61` r%: Wv'!ti`J FL'AMZS - -' ... i __ .. , r _ 7 MiLLtt7l,• j i =, ._.__Y —.— .r`-".•--t•M•JLL Ii2`7-.. __... .. '- -- -•-•---U--=tC.CTiOh!: A—fi (7i'I, '..Q .\ r. _ v BS 1 `rsE'CAsI silo-8Y e7HERs -- - x-iwrsetf - TAPFI! QG SMS `,..OLCI . jp: • Thf?I\G SMS _ - -. _ HTML C ...' 7- 6:1X111'P- Pi.•TF": ---- 1 SECT101 > 1:—A :(S% t CTION 'i;-A f 41 6r. 1i, . ailGiTlS al A"ivSS, L's+E RECllitZEui' .t. v x S X i/E A __.... _ __ _—.' • . -- - __ --- X 4 Y.3/E - .i .0 `. ; { •, . - _---v - - - -- i TUE._'+4iG-L1GN RAC JAM- ( TY•.) ! JAM3 .TYP-, i i { s? s :TYF.s 1 (D y 1 " F'J.4i1 NI E X './_ S<_F x 1/2 SELF i NLY•EC, MOP! EXT_4iOR APPiNG s:+ s .- ... ;.??Ftr:= Svs INTERNATIONAI.-ANC =s+: FLORIDA EXTRUDERS 1 SANFORD, FLORIDA `' 1=? n TjrE: SER. :0130/:500_rLA\GE:i,SHE=T '- :QFr2 ;CI'•.7^1. E i MAI S=ALA.-, T e i':r=V • _ _a_M. : _iV__V _ ,{ , .}`_.!. _ ` 1. (S'=_- i U! % f LiR J i! i T'L' r:1„.i_C hsl:- Lei 4_ _ ' '••. { rr.: •-1,;:. _ S : • =t= SS= SAS n. T i S Cr_p a ^ram f1ReR`-EY:uS:: PROVED BY: -..,. i MIAMI.OAQE h11Aall-DADS COUNTY. FLOR1 METRO-DADE FLAGLER BU1LDt BUILDINC CODE COMPLIANCE OFF! METRO -DADS FLAGLER nUILDI 140 wrir VLAGLER S'1121:L-1', SUrt1: 1 MIAMI, FLORIDA 33130.1 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX (305) 375.2 Prcmdor Entry Systems CONTIt.Wrrott t.ICENSIONG SECT 911 E. Jcferson, P.O. Box 76 (303)373•2527 r•AX(30s)373-: Pittsburgh ,KS 66762 co,N•rtt.%c rott olvis 305) 373.2766 VAN (305) 373-: t,uouuc. r covruot. mvis 303) 375-2902 VAN (305) 3724 Your application for Notice of Acceptance (NOA) of., Entergy 6-8 S-W/C Inswing Glazed Double w/sidelitcs Residential Steal Door under Chapter 8 of the Code of Miatni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure 1 product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if i! determined by BCCO that this product or material fails to meet the requirements of (lie South Flor Building Cede. The expense of such testing will b; incurred by the manufacturer. ACCEPTANCC NO.: 01-0314.2i EXPIRES: 04/02/2006 Raw tcoartgucz Chief Product Control Division THIS 1S THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW C0NEMITTEC This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions forth above. Ae-. 4-" Francisco J. Quintina, R.A. Director Nlianii-Dade Comity 1)'!'l2OVCD: 06/05/200i Building Code' Compliance 01'111c Premdor Entry Systems 1. SCOPE ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCI,,: SPECIFIC CONDITIONS 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply' with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations wlicre the pressure requirements, ns determined by SFBC Chaptcr 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-!V/E Insivinb Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-E`V-I, Sheets Double Door with Sidelites in Wood Frames manufacturer, dated 7/29/97 with revision C Product Control approval stamp with the Notic Miami -Dade County Product Control Division. the approved drawings. 3.' 3.1 Kxa LIMITATIONS 1 through 6 of 6, titled "Premdor (Entergy Br. with Bumper Threshold (inswing)," prcparec dated 01/11/00, bearing the Miami -Dade Col e of Acceptance number and approval date by These documents shall hereinafter be referred t This approval applies to singll- unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active leaf o this approval. Unit shall be installed only at locations protected by a canopy or overhang'such that the ang!c between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas wlicre the unit and the arcs arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurrit protection systern. S. LABELING 5.1 Each unit sliall bear n permanent label with the manufacturcr's nanic or logo, city, state and following statement: "Mianii-Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIREi•IENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of flit: approved drawings, as identified in Section 2 of this Notice of Acccptance, clearly niarked to show the components selected for the proposed installatio 6.1.3 Any oilier documents required by the Building on-icial or the South Florida Building Co, SFBC) in order to properly evaluate the instnilzligii of this system. Ivlunu t Pcrcz, P.E. Product Co C Exam Product Control Division J Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 05 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi. and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate feel and granted by this office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. lfany portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other docu'mcnts, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and rcmova) Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP' 'ANCE Manu Pcrcz, P.E.; Product Contr :scam Produ 'ntrol Division Glazed Units COP-WL-MAOIOO.02 7-7 FIBERGLASS DOORS 6'8" Height — Inswing 1Mwiug 2.0" TV X 2'8" 2'10" 3'0" 3T 1 I COP-WL-MA0141-02 rl• i t 02-0419.08 Application Filed) D•Rating 52.0 Impact NO Not Listed Not ListedMulli X0, OX, OXO I 1s 1'0" monitit1 COP-WL- MA0143-02 t,l BC t 02-0419. 08 Application Flied) r•Rating 52.0 ImpactRated NO 2' 8" + 1'2" 2'10" + 1'0" 2'l0" + 1'2" 37 + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL- MA0144-02 02-0419. 08 Application Filed) 52.0 NO I I 1' 0"+ 2'10"+IT 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'C" - 37 + 1'0" 17' + 2' 10" + 1'2" IT + 3' 0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3T+TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL- MA0142-02 02-0419. 08 Application Filed) 52.0 NO t 2' 8" + 2'8" 210" + 2' 10" 3'C" + 3'0" 2'6" + 2T + 2'6" + 2'6" COP-WL- MA0145-02 02-0419. 08 Application Filed) 52.0 NO 2'8" ; 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'l0" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonile International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE T (Minimum design loads for buildings and oche; structures). National, sate or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, A_%C2 & PAE' . 0 O akcraff 1'1" I!Rf1,At5 ..r\TRY IK1001 AM r 19. Id17 0.r rDaarr Ocr t0aR1Wd: 9 pnpram DI D• aun NIprP.4RtM R411ci tOca1K)GDns, Qttgn m0 D'oODcl Masonite international Corporation 0111d S. 14U 10 chXV «:11oD1 R61R'C. Glued Units X X0, OX, OXO XX, OXXO COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Clutswing 2'0" 2'6" _ 02-0418.03 2'8" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" TO" TV Not Usted Not Listed — = 2'8" + 1'0' COP-WL-MA0163-02 02-0418.03 Application Filed) 55.0 NO 2'8" . 1'2" 2'13" + 1'0" 2'10" + 1'2" 3.G" : 1.0,. 3'0' + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Applicalion Filed) 55.0 NO IT + 2' 10" + 1'0" 17 + 2'8' + 1'2" 1'0" + 2'8" + 1'0" IT + 3'0" + l'O" 1'2" + 2'10' + 17 1 e" + 3'0' + 1'2" TV , 2'6" ; 2'6" 2'8' + 2'8" + 2T 2' 1 C" + 2'10" + 2'10" i 3'0" + 3'0" + TO" 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'l0" + 210" TO' + TO" 2'6" + 2'8" + 2'6' + 2'6' COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" +2'10" + 2'10" + 2'10" TO" i 3'0" + TO" + 3'0" Dote 1. Cccr a. rangements using fewer panels than win! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonhe international website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic loc2tion is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes spe6ty the edition required. 5. Masonite International structural, cyclic, air, water, forced entrylor impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft AR rK"' 1 ,It...: ;1 A1< by l'NY u00xa tuaT-1d"-e4 Gh W CC W a otopNm of aodn nIWWMTma malts Weiticsiom. o/sir m Dnl.d Masonite international Corporatior t Glazed Units COP-M-MA0100.02 FIBERGLASS DOORS 8'0" Height — Inswing Singles (width) 2,0" 2'6" j X 2'8" _ f 2'10" 3'0" TV filasonite International COP-WL-MA0146-02 Miami -Bade BCCO 02-0423.01 Application Filed) OPNI Llijfflffll 40.0 ffl-, NO Not listed Not ListedArrangement i X3. Ox, CIX0 Multiples (widih) 2'8" + 1'0" lit I III COP-WL-MA0148-02 now I.I• , 02-0423.01 Application Filed) I 40.0 I. I NO 2'8" + 1'2" 2'10" + 1'0" 210" + 1'2" 37 + 1'2" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO I 0" - 210" + l'0" —7 IT" + 8" + 17 1'0" + 2'8' + 1'0" 1'0' + 3'0" + 1'D" 1'2" + 2'l0" + 1'2" 1'2" + TO" + 1'2" TV + 2'6' + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" i XX, OXXO 2'8" + 2'8" COP-WL-MA0147-02 02.0423.01 Application Filed) 40.0 NO I 2'6" + 2'8" J 2'10" + 210" 3'0" + TO" 2'6" + 2'8' + 2'6" + 2'6' COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210' + 2'l0' + 2'10" 37 + 3'0" + 3'0" + 3'0" Nows: Door arrangements usii;g fewer panels than what is sttowrl in the above chart also comply under the product approvals shown. 2. Assembly de!ails are availab'e from. the Masonite Inlernational website (www.masonite.com) or from the technical center. 3. tnsw1a:ion ins!rections are Wila5ie from the fasonite International website (www.masonite.com) or from the technical center. Actua: eesign pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for bubdings and other structures). National, state or local builairg codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Oakc aff ARTEW w...a. r MI n1."I:1,.\.ti /:Nl•MY n(lant N•.l«v.l l rpuG 1, D.wn 9; 4 !,. M2 rx1 CW uK 9¢:10 et woG"n acp.oam(ul mun sDrau:::v't, Cti'.V :1.3px _I at S t,esl o: K•: u9aa: n:rr. Masonite International Corporation Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 8'0" Height — Outswing Arrangement X Singles (width) 2'0" Masonile Inlerrialiona COP-WL-MA0166-02 Miami-oadescco 02-0423.03 Application Filed) DPRaling,. 47.0 NO 2'6" 2'8" 2'10" 3'0" Not Listed Not Listed Arrangement X0, OX, OXO Multiples 2'8" + 1'0" COP-WL-MA0168-02 D.6 BCCO 02-0423.03 Application Filed) UP Rating 47.0 Impact hateil NO 2'8" + 17 210" + 17 2'10" + 1'2" 3'0" + 1'0" 37 + 17 17 + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'D" + 2'8" + 'IT 1'D" + 3'0" + 17 1'2" + 210" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fled) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O•,, akcr_ aff AR EK'" F'111IiMfl... tt CNl'MY DOOM{ Wr••.+y FMrr4-fw7Own f of :(/..I. s b`F ca+•OWMasonite International CorporationOWdFoWrmmpoawDnao.emerd mart rxcakaan, asyn AN o.aarf dtW UAM w cn-ge -Md,d nmcr. 4 Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing I 1 t.l COP-WL-MA0101-02 01-1031.01 t•Rating 76.0 1. 1 NO 1' X WlEgmimr-Ral 2'0" 2'6" 2'8" 2'10' 3'0" TV Not Listed Not Listed 1'MultiplesI X0, OX. OXO 2'8" + 1'0" MasoniteInternationalrl COP-WL-MA0103-02 t 02-0109.10 Application Fled) t• 1 55.0 f 1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 3'0" + 17 1'2" + 2'10" + 1'2" 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" XX, DUO 2'8" + 2'8" . COP-WL-MA0102-02 02-0109.10 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 d PA203. 13 Oak. _raft AREK" W....1. ' lNe t J h'IMI:Mf LASS 1:N1'Y•000MS roowT..".r"drMryu(.rr 0"s. AD'd 79. 2W2 •, o...ur o"".. f W coN ," mo9nm of plodvO dn"anWt mnn SXCAC $. onV and WodMi Masonite tnternationaI Corporation Onad SII a w c..W Nrl A nd1K! Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing ArrangementSingles1 X 1MMM 1 l.l' • 2'0" 2'6" 2'8" COP-WL-MA0121-02 01-1031.02 2'10" 3'0" DIPflating 76.0 ImpactI NO 3'6" Not Listed Not Listed Arrangemenl X0.OX. OXO Multiples1 2'8" + 1'0" masonite internationail. COP-WL-MA0123-02 l• • r 02-0109.09 Application Filed) I• • 1 55.0 Impact NO 2'8" + 17 210" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" i'D" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 17 + 2'10- + 1'0" 1'2" + 2'8" + 1'2" i'D" + 2'8" + 1'0" 1'0" + TO" + 17 17 + 210" + 1'2" IT + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10' TO" + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 37 + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 8 PA203. O akcraff AR k EK'- I • T < F1 .*.G1.AtC F.Tk Y00011.1 .Ie..4.wMIMr6-1.v -= Apra 29. nW Ow comMing program of drodW improvenent makes specifications. design and ploft<3 oeua SUOKCI to Cnano" -tho A nolke. Masonite International Corporation Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing 1Singles1 X 2'0" 1 1 COP-WL-MA0106-02 r.l r 02-0109.08 Application Filed) 70.0 MIR1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement1(width) X0.OX, OXO 2'8" + 1'0" MasoniteInternationalMiami-Dade COP-WL-MA0108-02 BCCO 02-0109.08 Application Fled) D• Rating 55.0 ImpactRated NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" TO" +17 37 + 17 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 17 + 2'8" + 1'0" 17 + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 37 + 3'0" + 37 XX• OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. Oakcraff 1100115 AR EK" I"1:"f.1.Alt N.N'1'" V ea.e•. Fes. .F Osw. p()C,, Aele 29. 2002 OW CWO/WVW_JM 01 Pf0aua.nao.emcro MkCS WKftj,O , 0".gn an00,00u1 Masonite International Corporaelon OeUd fuD1eC1 to Ch&Me w' rlAnot<e. A Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing MasoniteInternationalMiami-Dade COP-WL-MA0126-02 I 02-0109.07 Application Filed) I•Rating 70.0 1 NOX Singles (width) 2'0" 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Multiples X0.OX. OXO 2'8" + 1'0" masoniteinternationalI COP-WL-MA0128-02 02-0109.07 Application Fled) 1•Rating 55.0 ImpactRated NO 2'8" + 1'2" 2'10" + 17 2'10" + 17 3'0" + 1'0" 37 + 17 1'0" + 2'8" + IT COP-WL-MA0129-02 02-0109.07 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" IT + 2'8" + 1'0" 1'0" + 3'0' + 1'0" 17 + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2' 10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 3'0" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 8 PA203, 0 Oakcraff AR k EK" e'IH I:MGI.Atiti M.N'I'—•n OON{ Ne+4.M.rM.N•. E.q .... bie 29.2002Masonite International Corporasion Ow comma g popram o1 prooW i owm em m kn s=dlcalam, asps and Droducl dMA uo en m Chaive .1ftw I ice. MID-WL-MA0001.02 Unit SINGLE .••- s' TYP. N. 6- TYR 6'8" UNIT 8'0" UNIT 13.15/16' 17-1/8- MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 88 and 010 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 actd49'2002 Masonite International Corporation QM C001.41 V O.W&m 01 Or0dw •ndtOKlited rtO[S sm fX31M5. r XO or OX Unit l 3- • CL TYP. 1.!TNYP.. TYP. SINGLE DOOR WITH 1 SIDELITE 6• TYP. l TYP. 6'8' UNIT 8V UNIT 13.15116' 17.1/8• MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-112" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t f f f .t f t Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 08 and 110 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Ap„d 29 2M2 Masonite International Corporation Uo, <omn_ •; TQul— W wwon .np•a.a+nu •wn <uecnr,nom. Gesan enc yoc n Oeua suW to emnoe 19MA nmee. Ox0MIO-WL-MA0004-02. Unit . 1 SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8V UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t I f i t f 11 f V V Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include /8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 Apr029.2002 Masonite International Corporation 0., cau.",."•a a•o7•,m ul woo.:: rc.••. —. nu,es votcJtxuu•, OCsga ,"C wWucl ONJ SWIK• I9 :+•pt .rJIWN fW1Jt. 1 oxxo MID-WL-MA0005.02 Unit I DOUBLE DOOR WITH 2 SIDELITES b CL TyP TYP. T V TYP. TYP. l ll ll I ll Il I ll II I jTYf I 11 II I II I 1 I( Il 1~ 6'8' 13- I r r f r r r r r r • , , Minimum Fastener Count 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0' UNIT 5/16' 17.1/8- MAXIMUM ON CENTER TYP. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 Apra 29. 2002 Masonite International Corporation Ow eom~v o.000m al d.odK . Mvemtm miles soKdtdfO . go And W od.n deod subwo to C' nw "hw no'" T XX Glazed Inswing Unit APPROVED ARRANGEMENT: Double Door Maximum unit size - 6'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. COP-WL•MA0142.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: ao 130 00 ao 00 00 Oo 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 0o 00 00 105 Series 106. 160 Series' 129 Series' 12 RA., 23 NL. 2e RIL 107 Series' 108 Series 30e Series Series' This glass kit may also be used m the following door style: Eyebrow 5-Well with scroll Oak raft AR EK" e...-....,...-_ r'Ie L'RC:LA51 LHIRY OUOR.0 U.- 1—g..-r.-.,D.— April29.2002 Masonite International Corporation Ow cam k .y Mog.am M wod o . Yr Meth mun tWAXaIOM, &W ero WOOKI deUa utiM tO COMbe " rO A MO XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: Y' •. •: a e0e Series 410 series 109 series 114 120.122 152 series 149 series 300 series cedes CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 4 EK" . 14 p1'NI:L•\?.\ LI. 1'N \'`W IUp} tb.•4.rNIM.1Y-e.v, Dew. a April 29. 2002 M a s o n i t e International Corporation Dip commeeld Orooram or OroaK m"emen makes smoiw;ons. eesyn and prod OCU4 kt to to CtwQt . !` W Mo t. XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: C y O COP-WL-MA0143.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maldmum unit size - 6T R 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact redstart requirements for a specific budding design and geographic location is determined by ASCE 7-nalional. stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 don 00 00 00 00 100 Series 03. 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 00 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass 4.1 :nay also be used u1 the 10110wfrlg door We: Eyeolow 5•03nel trim scrod O ak raff AR k EK" r..l-.... , .._ 14UL'Mtl LA.%S L'X I'Ny 9PIMM1 I U ww.l t""a p--n OPREMOMn. Aprd29.2002 Masonite International Corporation 0. eom.,--; moon-, a maeua mmo.tmem males sott.ltalq-s. aesq- ano aoekl etUd wW lW eM1ot -4M M Kt. XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE OCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). QP"A20" 0M "01w, State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft III AR 4 EK'" r.......,, , .. 1,1II L'N1:1..\\. L'V'INl IIIN Ne.i .rNlMNu e.er, Doer. Aprd29.2002 Masonite International Corporation OW coots poenm or Woos -or mem mnn somaic"ns. aesgn one Wooucl lead s.:aD to C"e .doom M Ce Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: t 14 t' 1 FIBERGLASS DOORS Note: Units of other sizes are covered by this - report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size . 9'0' x 6'8- Design Pressure 52.0/-52.0 United water unless special threstloW design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific budding destgn and geographic location is determined by ASCE 7-rational. state or local building codes specify ow edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: n0 oar as as oa H ao 100 Series 103. 135 Series 136 Series 822 Series 1/2 GLASS: n 00 d ° nn an oa as OR as 105 Series 106. 160 Series' 129 Series' 12 RA. 23 RA- 24 RA. 107 Series108 series 004 Series Series' 11Ys glass kit may also be used in the 10110wing door style: Eyebrow 5•03nel with scroll 0ak, raff AR 4 EK" .1.. 1413411 CLA.» Cn't MS' U()()N.S rsS...rN rwp"[nv, Doe.. Mn- / „0 Ap, d29.2002 - Masonite International Corporation bur E,,H... 1, 0, W00.1 mpOrtOHM 0y[CS SOt[OKalO05. OCSgn )M Modutl 0n,[ UdWC110 Cn^t MMW MUCt. Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: na as 404 Series a 10 Series 109 seies 111, 120.122 152 Seres 149 Series 300 Series Sedes APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L. 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. t22 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). Q . WAr IQOnLMN* State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak_raff AR EK" rru Kc nsa ONs'KV U0 0— rsi..wn.t ra...p."Gus O•o.. AV029.2002 Masonite International Corporation Ow warAwle orooram or modes .nOro V1 mates SeeGdKA*ns. etlo and product oew uokm W cn^t wdrq n tome. OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: a• f, v j(t' ifit;i sN Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door with 2 Sidelites Maximum unit site • 12'0- x Wit' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requiremerds for a specific building design and geographk location Is determined by ASCE 7-national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: oa na an as nn as 100 Series 133. 135 Series t36 Series 822 Series 1/2 GLASS: na an as an an an 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 RA- 24 RA. 107 Series. 108 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft M EK' t.rr....rt ..._ r'rnt:vt:LASS UnYNs• 000K5 r.b..r..vN,x..pu Env, Doo•. rys/a• A April29.2002 Masonite International Corporation ow eanonwep Dow— Or o,mw -woternem r,wes smd"Ws. des.pn and o,w o de4d t^W 10 CrWgt wY000r n t. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series a 10 Series 109 Series 114, 120. In 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 s 129 Series 200 Series 12R, 12L. 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak,raff AR k EW .... . 141r L-4:LA.SS LNIMa 1au0— ea..h.ew.re.rNu b. ,Dew. Mp- e o.. roe... April 29.2002 Masonite International Corporation m0Mcon Mq aooram or prtWuD a eto tffWm males foeCd". ma. engn an0 produn oeW sooreet to enanpe .0" nave. XX Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 7 O 'icy rT.:,.:?'K• Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Madmum unit site . 6.0' a 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location is determined by ASCE 7-rational• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n as 404 Series DID no as 822 Series El 108 Series O akcrra., AR EK" El n• e... reF •. . ff u K«n.s linrftY uuufta re...u....a re..P•+.e r ^^^ April 29. 2002 Masonite International Corporation Ow coow, oe aopomt of mo" :.ao.emrm nines Wecercafem. des* AN o•ooun eeu.f sugecf to cexge .oqw note. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akgraff AR EK" n.f. ...w• Te. u ..1 April 29.2002 Masonile International Corporation ow Comw.rm Mopnm o1 produa m0.o.omem makes speedim; n. despn and P Ww dead S.WC110 CIW1pe rOr w mw XO or OXCOPAMIL-MA0148-02 Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: OCyf;{• Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 87. Single Door with 1 Sidelite Maximum unit size • 6'0' x 8'0' Design Pressure 40.0/-40.0 Umited wafer untess spectal threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant reQulremenlS for a specific building design and geographic location is determined by ASCE 7-mlional, stale or local building codes specity the edition reQuired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 0311 as as 822 Series 1/2 GLASS: OU 404 Series 108 Series 0 Oak raft AR k EK' r ar:1'1.r111u19s Ww.L.vNaar.tnu twt 0— AV, 29,2002 Masonite International Corporation W t—awov WoWam of Moouq maortmem masts sa d"—. ongn and aoaun MW 1. ^. W CnanQt .anoa =4t XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 610 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO AA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 OakAR EKr' r..r....lrl.,. 1•• n"te.r..rc.l I• IIILMI;LASN t.`rr'1'Ml 0"Ot(S •b.r.•d.N I—q—(• ,D— PREMDMA' AptH29. 2002 Masonite International Corporation OW [ WI#kWp program of p00u n IXO MI mitrs Sp¢.1t1190S. &SqO arid WO&W etN+ % open to 1"..." W Mf[r. Ox0 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 IV Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Single Door with 2 Sidelites Maximum unit size • 9,0' K 8,0- Design Pressure 40.0/-40.0 United water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: DAD as as an series El oa 04 Series 108 series 0 Oakgraff AR EK" V1U4!kLA .S U.NT. s•,U.M.s ta.q.e..t aa..p... t.n ou... o Q4E)Masonite APO29.2002 International Corporation 0. e0M.K.0 01 maollti ftOaevMrM1 mates soeca",ons. ats g. ]n0 W00ue1 scud ] uOKn rn."t MdIWN M 4C. COP-WL-MA0149.02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: S t 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEOIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak ra AR EK" ,.._ vr....T.....IF 'r.... r . d YIUCAGLASS L'HTaV GOONS r'4"t'•-". Fevpu E^ ,0— April 29.2002 Masonite International Corporation 00 comwinp Woof= o1 W0dua meld a nem makes Soeed4ai m. design &M WedW dead sunNO to emrge -dnad nwkt. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Mardmum unit size • 12'0' x 87 Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n as toe Series DO as 822 series El 108 Series Oak raft AR 4 EK' r e.erMe+.ehrrom OUL'MCLASS L'NrkV UOOM.1 ewr 0— rAIJ,r/y• , a e V r I-1,i. April 29. 2002 Masonite International Corporation ow comdanrq wognm of orodun .noro.emem maces soeenanons. design and orodun dead super 10 cnrnee .anon mree. OXX0 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: WE 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raft AR EK" Jn...n 1 L VIUCRCLA" CN'1'M\' II.I(IMS Non.4.u..lrwplu t—,D— MA' , ^ 6 Aprd29.2002 Masonite International Corporation 0. co-V pro011m of Wogu •+W. tM males sprcd cnoni, design and plodW dell+ sub9cl W crWct WMou1 nolct XX Glazed Outswing Unit APPROVED ARRANGEMENT: 0 oli6Y:A y' FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit site • 6'0' x 6'8' Design Pressure 55.0/-55.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 U0 00 00 an 00 00 00 105 Series 106. 160 Series' f 29 Series' 12 RA- 23 RA.. 24 RA. 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR EW r..r.r....... roof«ranX, l'N'1'«\' Urw«] w.L.v.a re.rpu cwrOaen e4;.:. J April29.2002 Masonite International Corporation W twak na wowam al woa« .nD,o mem masts sm kxons, design and weducr aeu+ Sv Kn to Clone, «nnda nahCe XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: e, ,r 5V as an 404 Series 410 Series 109 Series 114. 120.122 152 Seres 149 Series 300 Series Seres CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak_raff AR k EK" t.rl.,,.....T I•IUL'"1:LASN EN'1'M\' UU—N —U.—. 16.tau riw, D.— April 29. 2002 Masonite International Corporation W Comaran0 01M.- 01 aoow iaV 0 em mA" SO.CifeW iO03. etv0^ .ml 0,0" MU. ra0,t(110 C"t —10A msct xx Glazed Outswing Unit APPROVED ARRANGEMENT: 890" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6T x 8'0- Design Pressure 47.0/-47.0 Urnhed water urdess special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographk location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n', 00 404 Series 0 108 Series 0ak.raff I1In L'MOC.A\S LNTM 1',000Mi Ma4.r.e.erCl.0 [M.Dm.. _ Apra 29. 2002 o-...,, o.... Ow CMUd O O(Oeram Of 010 .11pO+e CM Iluee3 feeCA[J1 s. eee.e<t and elodofl M d S O n 1 L E I n t a r n a I l O n d l C O r p O f a l l O n oCUO $~ 0 1O Ce Qe +.GOON WO e 3 4 OPf10NNL sse ITES as1e• ACRYLIC UIES AVAILABLE SEC1gN B-e) C 3 5 INTERMEDIATE STIES MR 16' WIDER DOOR. URET WME ADn6(`CLIf ER) y III I III\ kkIII III kk 2 REVISIONS NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 1 82 11/00 - MWW OTY (1) WAS (2) FOR TRACK BOLT 20 G MIN. END STILES ATTACHED TO DOOR So— YIRN FARMED iOGi-LOC SYSTEMTOP. WITHBOTTOMPA t CENTER). NOPoZONT& DOOR 11 IS u EALv. STEEL F1Ac ERA %T. rASTErED ro WGao JALO WTTN 0 LISTED um. DDueE TRACK g, AVAILABLE AN OPTION VEYI' •C• % I T I 1• 3 2• UIV. STEEL TRACK ARM. TRACK TMCKNW: A00• i t e-0 Lmom = POSITION Q ii TAP. RACK B.12 ET CALV. 9TER TRACK BRAOEf. TWO FONT 1)LCIOIY. (.) TNIU( BRACKflS PER SIDE UYt TOP ITRAOKEf IN REPORT#9606C ; A °°"' C 3• . 20 CA, U-flVS lNffiL(BIGS U-BARS N A 2-1-2-1 nW HFAAYNxMC OPTION PATTERN (LE. TWO 11 IDAK ON BOTTOM SECDOII. ONE U-BARS ON METE SECTION. ETC.) J-5/e' SHEET METAL SCREWS OL fATK OF Ple A OPTIONAL OuisDE KEYED MOO( POSIIfON VT,/4'.3/ INSIDE 33OVATIONS sPING SCREWS. 11 G_ fM HINGES IN G INRRYiMAM HINGE NOTE I. FRONT FRAME WITH U.V. 1 J HAG SCREWS d 19 IEIHTEtS. 1 OD. 101. IOF]Lg Nn Y DOORS UP TO F'-0• HIGH WNW OF ) sEC110f/5 ((SFHDWN . COATING ON OUTS" sURFAS VA94M REQUIRM. LAG SCREWS MAY BE COUNTERSINK BY DOOR NSIAL ER SUIT) DOORS OVER r-0" HIGH CONSIST OF ( SECROMS (IbT 9 ). OUT NOT RmUNED) TO PROVIDE A MIDH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. STOP MoutDNC (TO 70 CA, ANN. GALV. STEEL END SITE 2.6 YELLOW PIKE JANB 2" THICK MOLDED SSB GALSS OR OHIDN•L 10 SCREW1/e• ABM UTE WIMDO'W 'RE INSIDE SECTION R_B 12 EA, GLV STFII TRACK 20 GA GAILY. STEEL NRA SERE U 23 CA ten. STEEL SIGN OOArEO WITH C-40 MIN. GALVAHIZ9IF BAKED -On PRNEA. AND A BAKED -OH POLYESTER TOP GMT APPLIED To BON SIDES OF STEEL SM. SHP LAP JONTS. 3" TALL U-4AR 20 G GA.V. STEEL MITI. Y DI D STRENGTH: 50 K9 L- 3 r T D LITE RETAINER TO WOOD JAMBS3/1l/e• 1e.3/1• PAN HEAD SCREW 10 SCREWS PER UrE) SSW 3 e.1 ANOIORS C 21 CENTERS (C-90 PER TRACT( BRACKET. BOOR) I:21' CE3TFR5 (2.000 PSI INK. GSIINGTe:fO OR I/A•.1• UPCON sGEWs d 17-1/2" CENTERS (2.000 (/IASr6ROUND UNIDN1FTA) SLAMUfO1ENXJ3SHIP VERITOAL iNAO(. ENEN( aNEPFAROl P9USN, WR'REM. WA9ER5 NCUAOED WTfll is G OALV. sTFF.EL CENTER HINNGC 12 G GLV. STEEL faP ROLLER BRACKET. EACH ONE SHIP LATW ON EACH SIDE OP DOOR. SLEEVE AN040M I. O.D. M. WASHER IEGPRFD T" GKV. STEEL (RACK FA$fERED ro 11 GA, GALV, SIEI. ROLLFA 1O1G( i ro LATER. STILES W .) WTH rAPGOKS. AN0g16 WY BE OORI1E76YPaK 12 G CALV. STEEL TRIOX BRACKfls. FASTENED ro VINO S7ILFS EA71 w/(. 11.6 e• STET META. BRACKET ASKEET N W/(.) INRF. SITE IIJ/ e" SKEET YEfA NOT RECURRED) ro PROVIDE A FLUSH TRACK ATTACHED TO EACH 9AILlET IIJ e" 9'9 METAL SCREWS MOUNTINGSURFACE. HORIZONTAL JAMBS DO NOT WITH CE 1 e• BOLT a NUT r1) 1 1"J// SERF TAPPNG SfFEK PER E70 HINGE. TRANSFERLOAD. TWO 1 ORTWO1/i 01A RhFIS. OUTSIDE KEYED -1 14 STEEL HA1aE CA, CAM END END 2• DLL SHORT-STEM.10 BILL STEEL ROUES STILE END STILE AEI MARK WESTERFIELD. P.E FASTENED TO ENO STILES W/T(4) I..s/e• INTER. INSIDE KINDLE STILE PREPAMTIDH b' JAMBS RY OTIEl6. SECTION C-0 FLOROA P.E. 11e495 NORTHCMOIAN P.E /23e32 A ( 4) 1/1•J/1• SELF OUTSIDE KEYED LOCK LOCK BAR TAPPING SCREWS, crun 1AId Lrxx nPI1011 w DESIGN LOADS: +24.0 PSF h -24.5 PSF TRACKONTHEDESIGNTHESUPPORTSTRUCTURALEID/ER5 PRTSNOE HANDLESKILL RCSP SI PR FESSI EACHSLOESLAMBETHERESPpN51B2ZTYOFTHEPROFESSIONALOF TEST LOADS: +36.0 PSF Ac -37.0 PSF OF DOOR. RECORD FOR THE OURA)INC OR STRUCTURE MO N ACCORDANCE HALL . 20 U. CALv, STEEL U-BARS ENO N A 2-1_2-I PAFEpH (I.E. MO U-BARK SETT STdIE DOLT LACK ENGAGES WITH CURRENT BINDING CODES FOR THE LOADS LUSTED ON L OA1N.-.A3 ACC 9i]m N LARK THIS OR"WING. Nnlsm Za (m 4 PART NO.: ON BORON SECLgN, CIE U-BAR 0H mw INTO wTTICAL SECTKN ETc.). EACH U-BAR ATTACHED MTH I/1'.3/.• SELF TAPPING SCREWS TRACK. ONE LOCK ON NgixL Cp1E ~ p1"IN1OA U.1... stated Oth—ia. 312 N Nt A Su1e 1600 0)( 45202 IDEALPf/t ,TIE L«Ano.. FICH SIDE d cLo AY IIULDING P66cU s co. TOLERANCES — TaL kr rdER. I-Ts-381-1800 It DOOR. a 0 - t.03 1- Wramcomut. Fm No. 1-313-)62-3519 LKFrot LOCK IS a GA.V, STEEL BORON BRACKET. AITAGED WITH ( 2) /11.5/e" SHEET METAL SCREWS. dt RA Pl,r F,„ ta b w. ear .— ti a-nn.,. ao1.015 000 - 1. 005 0000 - t. 0D1 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD DRAWN BY: SLAM DATE: 4 18 00 SCALE: NTS DWG. AVIANUY D( TRU9oN E Ol. wWy Degrees - t I/T CHECKED BY: MWW GATE: 4/18/00 SHEET I OF 1 SIZE 11 J1 B eVINYL WtAMERSTrw. Thud Angle _ I/Nes. Stated aln.r.mN Projection GMENBwNSAREIN94CHES. DWG. NO.: 102138 REV. N0. 1 CO1,1a J' 1.R-D!N- D.N. 4 1 MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) LISTEDOPTIONALOSBGLASSOR I/B" ACRYLIC UTES AVAILABLE SEE SECTION B-8) 1) INTERMEDIATE STILE ATTACHED W[ TOG-L-LOG ((TOP & Bpn AND URErT1ANE ADHESIVE 20 GA MIN. ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOG SYSTEMALONGCENTER) F' yA TOP, BOTTOM & CENTER). Q REPORT#9606C I 25 GA MIN. GALV./ LOCK POSITION BOTH SIDES) STEEL SKIN COATED WITH A BAKED -ON PRIMER TWO POINT LOCKINGqy AND A BAKED -ON POLYESTER TOP COATSI OF STEEL SKIN. ivc ONE S' TALL x 20 GA. U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT I STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE M OP110NAL OVENTTSS '—•y A OF OPTIONAL OUTSIDE KEYED LOCK POSITION OCK ONLEACHSIDE OF DOOR. VMAX. DOOR WIDTH 9'0- INSIDE SLIDE BOLT O 14x5/8' SHEET METAL SCREWS LOCK OPTION NOTE 1. DOORS UP TO 7'-0" HIGH CONSIST OF l) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST OF (S SECTIONS (NOT SHOWN). 0 0 1/4 x3/{' SELF TAPPING SCREWS. 14 G4 END HINGES 1B CA INTERMEDIATE HINGE VIEW ''B VIEW C 2x6 YELLOW PINE JAMB 12 GA CALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/I6'x1-5/8' LAG SCREW PER TRACK BRACKET. 2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8' BOLT & NUT OR TWO 1/4- CIA. RIVETS. L I 1 REVISIONS DATE: ECN NO. APPVD: DESCRIPTION 11/00 1 - I MWW I OTY (1) WAS (2) FOR TRACK BOLT 2' THICK 3" TALL U-0At 20 GA. GALV. STEEL ZJ J. 1-7/8" T HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (T0 SUIT D 3 GA GALV. STEEL FLAG BRACKET. III GA GAR. STEEL TOP ACH FASTENED TO WOOD JAMB WITH ROLLER BRAT. EACH BRACKET ATTACHED W/(3) 3) 5/16"x1-5/8" WOOD LAG SCREWS. 114.5/3' SHEET METAL SCREWS. tE NQTE: DOUBLE TRACK vCK CONFIGURATION LOW HEADROOM IS SHIP LAP JOINTS. ITCx AVAILABLE AS AN OPTION 14 a fxV. s1EE1 DOOR HEIGHT 'L" END HINCE. ED TO 00 STILES „y A SHEETy(T` .,IN. GALV. STEELTRACK, 7 -0 76 TRACK THICKNESS:.060" - JE4) 1/4'.3/4' SELF 8-0 88 TAPPING SCRflAS20 a GALV, iYP. erR. aNE U-BAR4) 21/ 2'x 12 GA. GALV. STEEL TRACK BRACKET. TRACK BRACKETS PER SIDE PER SECTION. EACH U-BAR ATTACHED W wHH Two I/4%3/4' SELF TAPFW Q. SCREWS PER STILE LOCATION. lHR TOP BRACKET LL DOUBLE HORIZONTAL TRACK FRONT FRAME COATING ON WITH U.V. OUTSIDE SURFACE DOUBLE TRACK 13 G uw. STEEL BOTTOM LOW HEADROOM OPTION M BRACKET. ArTACIm YrtTH Two 1 2"x3" LAG SCREWS ON 24 CENTERS. I" O.D. YIN. /144/8 SNEER METAL SClsEWS. " , ^ OPTIONAL. 10 SCREW WASHERREQUIRED. LAG SCREWS MAY BE COUNTERSUNK ALUMINUSSS GLASS OR RUT NOT REWIRED) TO PROVIDE A FLUSH MOUNTING VINTLM EXTRUSION 1/8' ACRYLIC LTTE WINDOW UTE It VWri wUTNFRst' SECTION B-B SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE 20 GA CALV. STEEL INTER. SECTION A -A (SIDE VIEW) 8x3/ 4' PAN HEAD SCREW r1 VERTICAL JAMB ATTACHMENT IC- (10 SCREWS PER LITE) END 000 P51 MIN. G-0NGRETECnLUMN) MOLDED INSIDE r r STILE 3/ B".4SLEEVE ANCHORS ON 21°JCENTERS (BOTH UTE RETAINER INTE C- 90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STIL x PSI H. CONCRETE). SCREWS S ON 2 NCLUC CENTERS TH ONTO VERTICAL TRACK. SLEEVE ANCHORS, 1' O.D. MIN. WASHERS REQUIRED ONE SNAP LATCH ON WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE EACH SIDE OF ODOR. BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT RANDLE TRANSFER LOAD. OUTSIDE KEYED 18 GA CALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W 4) 144/8' SHEET METAL SCR 14 EEROLLER LLN FASTENED NOSTILESEACHW/(4) 14x5/8' SHEET METAL SCREWS AND 4) 1/4' x3/4' SELF TAPPING SCREWS PER ENO HINCE. PREPARATION OF JAMBS BY OTHERS 2 CIA. SHORT STEM, 10 BALL. STEEL ROLLER. JAMB CONFIGURATION SECTION c-C NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL. OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD, P.E. 'y,Z(/ WITH CURRENT BUILDINGCODESFORTHELOADSLISTEDONFLORIDAP.E. / 48495 ' ' i ' DMZ THIS DRAWING. NORTH CAROLINA P. E. /23832 ' I a 3 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. HANDLE t T I t µENDv STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING INSIDE HANDLE OUTSIDE KEYED IOC DESIGN LOADS: +25. 0 P.S.F. & -32.0 P.S.F. SNAP LATCH LOCK OPTION TEST LOADS: +37. 5 P.S.F. & -48.0 P.S.F. PART NO.: - Nu1Ki UN.. SwWd Oth—i . 312 W&M % sub Im 0OOJwAr ""°" IDEAL GlldnnG6 DH 45202 aPA. Ouxmc naooucrsW. TOLERANCES a . F.I. Lb 1-}1S se1-4BaB ee.AvYw A..In w .er Mel 0 - 1.03 W r 0=CAL To No. 1-513-762-J519 mae. a.alad4 a isbOAbA .00 - 2.01$ DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD 000 - t.005 0000 - r,001 DRAWN BY: eLaM DATE: 4/18/00 SCALE: NTS 1 DWG.R Degraex t 1/ Z CHECI(ED BY: MWW DATE: 4/18/00 SHEET 1 OF I SIZE L Third Angle 4 _ Unlax. Slataa KKherrix ProjeUim =WENsgrrs ARE w *iO&M. DWG. NO.: 102137 REV. NO. I 2 PCa•85903^ 11,111 1Tlf —.I, WKAQvug t'vulij : r vjv. n FGfZM 60OA-2001 FLORIDA ENERGY EFFICIENC Y CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2289 Builder: DR HORTON Address: 6r0 c4 PLL.T_= Permitting Office: City, State: '`K Q7, L 3a Permit Number: Owner: %,Q . Jurisdiction Number: Climate Zone: Central I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr 3. Number of units, if multi -family I _ SEER: 12.00 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 2284 ft2 c. N/A 7. Glass area & type a. Clear - single pane 259.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr c. Tint/oth5 SHGC - single pane 0.0 ft2 _ HSPF: 7.90 d. Tlnt/nther SHGC - double pane 0.0 ft2 b. N/A 8. FI-0 es a. S'. On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A b. R - Wood, Adjacent R=11.0, 320.0112 _ c. N/A 14. [lot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 835.0 ft2 _ EF: 0.86 b. Frame, Wood, Exterior R=I 1.0, 876.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 330.0 ft2 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 ft2 _ 15. HVAC credits PT b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33145 PASSTotalbasepoints: 36048 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: 1)2 p'z DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWN ER/AGENT:'_V2t--Ki,; DATE: -I I0 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) FOFW 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2284.0 25.78 10598.7 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1.00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 330.0 0.70 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1809.0 2.13 3853.2 Under Attic 19.0 1809.0 2.82 X 1.00 5101.4 Base Total: 1809.0 3853.2 As -Built Total: 1809.0 5101.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 161.0(p) 31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p 31.90 5135.9 Raised 320.0 3.43 1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 6217.4 1 As -Built Total: 481.0 4559.9 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2284.0 14.31 32684.0 2284.0 14.31 32684.0 Summer Base Points: 44525.2 Summer As -Built Points: 50043.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 44525.2 0.4266 18994.4 50043.1 50043.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 15198.9 15198.9 EnergyGaugem DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2284.0 5.86 2409.2 Single, Clear E 1.0 12.5 7.0 9.96 1.00 70.0 Single, Clear E 1.0 14.5 32.0 9.96 1.00 319.7 Single, Clear E 1.0 14.5 53.0 9.96 1.00 529.5 Single, Clear S 1.0 5.0 10.0 7.73 1.02 79.0 Single, Clear S 1.0 7.0 23.0 7.73 1.00 177.8 Single, Clear W 1.0 10.0 39.0 10.74 1.00 418.7 Single, Clear W 1.0 11.0 7.0 10.74 1.00 75.2 Single, Clear W 1.0 3.0 8.0 10.74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9.0 32.0 10.74 1.00 343.5 As -Built Total: 259.0 2619.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 330.0 1.80 594.0 Concrete, Int Insul, Exterior 3.0 835.0 3.80 3173.0 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1809.0 0.64 1157.8 Under Attic 19.0 1809.0 0.87 X 1.00 1573.8 Base Total: 1809.0 1157.8 As -Built Total: 1809.0 1573.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 161.0(p) 1.9 305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p 2.50 402.5 Raised 320.0 0.20 64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 369.9 1 As -Built Total: 481.0 978.5 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2284.0 0.28 -639.5 2284.0 0.28 639.5 Winter Base Points: 6747.5 Winter As -Built Points: 10225.1 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 6747.5 0.6274 4233.4 10225.1 10225.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.432 1.150 0.432 0.950 0.950 4828.0 4828.0 EnergyGauge'rm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A -Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 18994 4233 12820 36048 1 15199 4828 13118 33145 PASS 4vp4 THE STq' D n a4 O 00vn EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. J 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM' DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.9 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family I _ 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? yes _ 6. Conditioned floor area (ft2) 2284 ft2 c. N/A 7. Glass area & type a. Clear - single pane 259.0 112 _ 13. Heating systems b. Clear - double pane 0.0 f12 _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft2 _ d. Tint/cher SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A b. Rained Wood, Adjacent R=1 1.0, 320.0ft2 _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, In( Insul, Exterior R=3.0, 835.0 112 _ b. Frame, Wood, Exterior R=11.0, 876.0 112 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 330.0 ft2 _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 ft2 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, I I . Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home:; k Lt tzCt Date: 4 City/FL Zip: _4AK FopD I=L, 3a95}a Cap: 48.0 kBtu/hr SEER: 12.00 Cap: 48.0 kBtu/hr _ HSPF: 7.90 Cap: 50.0 gallons EF: 0.86 PT, THE STq0 v e f COU WME NOTE: The home's estimated energy performance score is only available through the FLARES computer program. 77us is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarT"designation), your home may qualify for energy efficiency mortgage (EEA1) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: DR HORTON Notes: DR HORTON--MODEL 2289 Desicin Information Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Heating Summary Building heat loss 36319 Btuh 1 Ventilation air 0 cfm 1 Ventilation air loss 0 Btuh Design heat load 36319 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2284 2284 Volume (ft') 18742 18742 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 219 125 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.0 HSPF 0 Btuh @ 47°F 0 OF 1600 cfm 0.044 cfm/Btuh Sensible Cooling Equipment Load Sizing Structure 30460 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 31306 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Total latent equip. load 7514 Btuh Total equipment load 38820 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.0 EER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0.053 cfm/Btuh 81 % I BoWtalk values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoft RightSuRe Residerdial- 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCA E:\Files\DR HORTON 2002\228912289.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 18742 W x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x 219 cfm x 32 °F Winter TD = 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ftz Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18742 ft3 x 0.0167 2. Summer infiltration load 1.1 x 125 cfm x 18 *F Summer TD = 3. Summer infiltration HTM 2479 Btuh / 297 ft2 Total window = and door area 125 cfm 2479 Btuh 8.3 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 125 cfm = 3692 Btuh Procedure u - tquipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 3692 Btuh Equipment sizing load - latent = 7514 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldfitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjg htsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 fiCC E:TileslDR HORTON 200212289\2289.rsr Page 1 RIGHT-J WORKSHEET R } Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 i 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7lh Ed. 1 Name of room Entire House MBTH WIC MBR 2 Length of exposed wall 274.5 ft 20.0 ft 16.0 ft 14.0 ft 3 Room dimensions 8.0 x 12.0 ft 9.0 x 9.0 ft 16.0 x 15.5 ft 4 Ceiings Condit. Option 8.2 ft heat/cool d 8.0 fti heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg I Clg ft') Htg Clg ft') Htg I Clg W) Htg Clg 5 Gross a 14B 4.6 2.1 999 160 72 112 Exposed b 12C 2.9 1.9 971 0 0 0 walls and c 13C 3.2 1.2 330 0 56 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 206 7614 7 259 0 0 32 1183 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 42 849 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling E/W 56.8 210 11919 7 381 0 0 32 1741 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 7 224 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 835 3848 1719 153 705 315 72 332 148 80 369 165 exposed b 12C 2.9 1.9 876 2523 1703 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 330 1040 386 0 0 0 56 176 66 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1809 3068 4027 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 It 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0 Note: room b 19G 1.1 0.0 320 364 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.0 8.3 297 7712 2479 7 182 58 0 01 0 32 831 267 13 Subtotal loss=6+8..+11+12 33017 1664 923 2745 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 3302 10°/ 166 10% 92 10°/ 275 15 Total loss = 13+14 36319 1830 1015 3020 16 Int. gains: People Q 300 7 2100 0 0 0 0 11 300 Appl. Q 1200 2 1800 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 27691 754 214 2473 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 2769 10°/ 75 10°/ 21 10°/ 247 19 Total RSH gain=(17+18)'PLF 1.00 30460 1.00 830 1.00 235 1.00 2720 20 Air required (cfm) 1600 1600 81 44 45 12 133 143 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gHtsolFC Right -Suite Residential" 5.0.64 RSR26016 2002-Mar-01 08:28:50 CC,P', E:1Files\DR HORTON 20021228912289.rsr Page 1 RIGHT-J WORKSHEET A y Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room UTIL 1/2 BTH FAM KIT 2 Length of exposed wall 9.0 It 5.0 ft 31.0 ft 9.0 It 3 Room dimensions 6.0 x 9.0 ft 5.0 x 9.0 ft 17.0 x 16.0 ft 10.0 x 20.0 It 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool 9.0 ft heat/cool 9.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg I Clg ft') Htg Clg ft') Htg Clg It') Htg I Clg 5 Gross a 14B 4.6 2.1 0 0 311 81 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 72 40 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 0 0 0 0 10 370 glass doors b 8C 37.0 0 0 0 0 53 1959 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 0 0 10 204 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling E1W 56.8 0 0 0 0 53 2883 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 258 1189 531 71 327 146 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 72 227 84 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 282 478 628 210 356 467 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 9 233 0 5 130 0 31 804 0 9 233 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 0 0 0 18 467 150 53 13761 442 10 260 83 13 Subtotal loss=6+8..+11+12 460 1063 5806 1546 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 o/c 46 10°/ 106 10% 581 10°/ 155 15 Total loss = 13+14 506 1169 6386 1700 16 Int. gains: People @ 300 0 0 0 0 4 1200 0 0 Appl. @ 1200 1 600 0 0 0 0 1 1200 17 Subtot RSH gain=7+8..+12+16 684 426 5685 2101 Less external cooling 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 68 10°/ 43 10% 568 10°/ 210 19 Total RSH gain=(17+18)'PLF 1.00 753 1.00 469 1.00 6253 1.00 2311 20 Air required (cfm) 22 40 52 25 281 328 751 121 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsoft Right -Suite Residential^' 5.0.64 RSR26016 2002-Mar-01 08:28:50 AC-CP. E:\Files\DR HORTON 2002\2289\2289.rsr Page 2 RIGHT-J WORKSHEET Entire House 1 DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: tin ta. 1 Name of room DIN/LIV/FOY BR2 BR3 HALL BTH 2 Length of exposed wall 57.0 ft 31.5 ft 23.5 ft 5.5 ft 3 Room dimensions 20.0 x 19.0 ft 12.0 x 16.0 ft 12.0 x 15.0 It 6.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 It heat/cool 8.0 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg I Clg ft') Htg I Clg ft') Htg I Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 263 0 0 0 Exposed b 12C 2.9 1.9 63 252 188 44 walls and c 13C 3.2 1.2 162 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 77 2846 16 591 16 1591 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 319 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling E/W 56.8 54 3433 16 870 16 870 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 7 224 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 b 1 1 A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 201 926 414 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 48 138 93 236 680 459 172 495 334 44 127 86 walls and c 13C 3.2 1.2 162 510 190 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 400 678 890 192 326 427 180 305 401 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 97 2519 810 16 415 134 16 415 134 0 0 0 13 Subtotal loss=6+8..+11+12 9473 2012 1807 310 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 947 10°/ 201 100/ 181 10% 31 15 Total loss = 13+14 10420 2213 1988 341 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 6927 1890 1739 326 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 693 10°/ 189 100/ 174 10°/ 33 19 Total RSH gain=(17+18)'PLF 1.00 7620 1.00 2079 1.00 1913 1.00 359 20 Air required (cfm) 459 400 98 109 88 100 15 19 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrag l-tsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 AC-C-N E:\Files\DR HORTON 2002\2289\2289.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room LOFT/BR5 BR4 2 Length of exposed wall 12.0 ft 41.0 ft 3 Room dimensions 12.0 x 19.0 ft 19.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool TYPE OF CST HTM Area Load (Bluh) Area Load (Btuh) Area Area EXPOSURE NO. Htg I Clg ft') Htg I Clg ft') Htg I Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 0 Exposed b 12C 2.9 1.9 96 328 walls and c 13C 3.2 1.2 0 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 f0.0 0.0 0 0 6 Windows and a 1C 37.0 16 591 32 1183 glass doors b 8C 37.0 0 0 0 0 Heating c 9C 38.7 0 0 0 d0.0 0 0 0 0 e 0.0 0 0 0 0 f 0.0 0 0 0 0 7 Windows and North 20.4 16 326 0 0 glass doors NE/NW 0.0 0 0 0 0 Cooling E/W 56.8 0 0 32 1741 SE/SW 0.0 0 0 0 0 South 30.4 0 0 0 0 Horz 0.0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 80 230 156 296 852 575 walls and c 13C 3.2 1.2 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 228 387 508 209 354 465 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 111 126 0 209 237 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 16 415 134 32 831 267 13 Subtotal loss=6+8..+11+12 1750 3458 Less external heating 0 0 Less transfer 0 0 14 Duct loss 10°/ 175 10°/ 346 15 Total loss = 13+14 1925 3804 16 Int. gains: People Q 300 1 300 0 0 Appl. Q 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1423 3049 Less external cooling 0 0 Less transfer 0 0 18 Duct gain 10°/ 142 10°/ 305 19 Total RSH gain=(17+18)'PLF 1.00 1565 1.00 3353 20 Air required (cfm) 85 82 1 168 176 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsoTC Right -Suite Residential'" 5.0.64 RSR26016 2002-Mar-01 08:28:50 E:1Files0R HORTON 2002t2289t2289.rsr Page 4 RIGHT-J WINDOW DATA i DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-0206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R MBTH a n e a c n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 MM MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 1/2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 KIT a n S a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIV/FOY a n S a C n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 4.0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL BTH LOFT/BR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 I wrjghitsoft Right -Suite ResidentialT' 5.0.64 RSR26016 2002-Mar-01 08:28:50 4CCk E:1Files\DR HORTON 2002\2289i2289.rsr Page 1 BR4 n w b c n 0 d 1 11 90 1.0 1.0 4.0 5.0 54.4 32.0 wrightsoft RightSuiteResidential ^ 5.0.64RSR26016 2002-Mar-0108:28:50 OCC,, E:\Files\OR HORTON 2002\2289\2289.rsr Page 2 r%=. +vCRCC VOO CM& LOC+rION L_i I'l ar aY r b0 h a,-t 0 r r cep/ ro fNi 12.6 I.cd IS 110.4 I.cd i V it 10 Ii 8.4 I.cd 25 10 O umr. r1 1• dryer duct t0 rmF Cop t 42X42 A/C SLAB 6 BY BLDR MIN -31' both duct Y i 2' FROM WALL ;ireoor cop L__- w vp A1tACZ 1 Y.aia 1 6• 5 ILA awf r/ aria Wr bD. BDRBDRH./may RDOMrTrm 1D.6 t• DOcd IDx6 I.cd I12, 12 1•cd 0' 110 770 12. 12 rpD 11.11 sc01r -1/8'•1'rop Y • 10' 6. FELL 6' 2 i. n o 1 10• 7• both duct 20 d to rOOr Cop QjCHpr ./ ion warmm 1 •, rp 10. 6 I.cd O 5, 120 ; I A 12• 4. 0 TON v/10XV @210V IPN 0 18.16 alrn IOx6 I.cd I" rprn by I L 10 i 10.0 0 6 c bldr OPTIMAL ID m arm an 11 - 11 B. D 111. j 10• 16• RDOM 6, 7• 14, 9 I.cd '<•% 6" 9' j Rya, 200 1" cr i 11.11 rop 8 " 8 BO R. I.0 UYaG 12.6 I.cd ROOM i 175 r. m . 14. 8 I.cd near } wi hove 0 nmv+un Clearance Or 4 inches around the air handier Der the State Enerov code. .ihdurt hnc nn —A in ,—;nn ve .. Z O O 0 O 0\ CU V) Co0( U NJ Q0j ONQ Rating I z oN m w > z C o iu 3 t MiTek(D MiTek Industries Inc. 14515 Nod Outer Forty Drive, Suite 300 Chesterfield, MO 63017 USA March 15.2003 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4535633 thru 14535664. Total : 32 drawings. Job :DR2289AP Builder D.R. HORTON Location :BAKERS CROSSING, LOT 34 County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 32 Truss drawing. 2) Truss Index. 4t -Vs March 15, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSUTPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR2289A Trusses included=32 0,'1DR2289AP\a.tre" 14535633 1,1DR2289AP\a1.tre" 14535634 2,'1DR2289AP\all.tre" 14535635 3,"\DR2289AP\a1a.tre" 14535636 4,"\DR2289AP\a2.tre" 14535637 5,"\DR2289AP\a7.tre" 14535638 6,"\DR2289AP\a9.tre" 14535639 7,'1DR2289AP\agab.tre" 14535640 8,'1DR2289AP\b.tre" 14535641 9,"\DR2289AP\b1.tre" 14535642 10,'1DR2289AP\bb.tre" 14535643 11,'1DR2289AP\bbgab.tre" 14535644 12,"\DR2289AP\bgab1.tre" 14535645 13,'1DR2289AP\e.tre" 14535646 14,'1DR2289AP\egab.tre" 14535647 15,'1DR2289AP\j.tre" 14535648 16,"\DR2289AP\k.tre" 14535649 17,"\DR2289AP\ka.tre" 14535650 18,"\DR2289AP\I.tre" 14535651 19,"\DR2289AP\Ia.tre" 14535652 20,"\DR2289AP\m.tre" 14535653 21,'1DR2289AP\ma.tre" 14535654 22,'1DR2289AP\mt.tre" 14535655 23,"\DR2289AP\p.tre" 14535656 24,'1DR2289AP\p7.tre" 14535657 25,"\DR2289AP\pgab.tre" 14535658 26,"\DR2289AP\pj.tre" 14535659 27,"\DR2289AP\pk.tre" 14535660 28,'1DR2289AP\p1.tre" 14535661 29,"\DR2289AP\pm.tre" 14535662 30,"\DR2289AP\ps.tre" 14535663 31,"\DR2289AP\s.tre" 14535664 p,E 8t 4 k : NO, 4.5161 Or = tx ST'ATE OF February 26, 2003 A WARNING - VerVy deetyn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectots. This design is based only upon parameters shown, and is tot an Individual bulloing component to be Installed and loaded vertically. Applicability of design patametets 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 stablilty during construction is the responslbltlly of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding tabricotlon, quality control, storage, delivety, election and btocing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTe k® Handling Installlnq and Bracing Btcommendatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION rol 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 a: 0 For 4 x 2 orientation, locate 3: plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75. 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 0$ 00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM CLIP PANEL FORM01e,019 I/YDRO-A/R® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at°•10 ft. spacing, or less, ff no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job. rus Truss Type ty y 14535633 DR2289AP A ROOF TRUSS 3 1 Job Reference (o tionall 000 s e Mt e n ustrres, nc. e e age 6-1.4 11.8-0 17-2-13 i 23-4-01 l 1-0-0 6-1-4 5.6-12 5.6.12 6-1-3 Scale = 1:41.6 4x6 = 4 6.00 Fi2 2x4 \\ 2x4 3 5 6 2 1 o 3x4 = 8 7 3x4 = 3x4 = 5x6 = 7-11-8 15-4-9 23-4-0 7-11-8 7-5-0 7-11-7 P ate 0ffsets 2:0-0-07070—01,—T5:0-2-0;0=0-T51-f7-0-3-0,0-3- LOADING (psf,, SPACING 2-0-0 CST DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 7-6-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1081 /0.4-0, 2 = 1 172/0-4-0 Max Horz 2 = 168(load case 4) Max Uplift6 = -483(load case 5), 2=-563(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=17, 2-3=-1703, 3-4=-1476, 4-5=-1476, 5-6=-1702 BOT CHORD 2.8 = 1510, 7-8 = 1035, 6-7 = 1 509 WEBS 3.8 =-355, 4-8 = 534, 4-7 = 533, 5-7 =-354 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 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 483 lb uplift at joint 6 and 563 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.x451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. N6634 r 1 A WARNINO - VeWy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. OMM00 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive. Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/14 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 49224eSBCCI87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke FORM018,019 ® HMRO,A/RO AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at r14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate _ without prior approval of a professional engineer, 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job. rus Truss I ype ty y 14535634 DR2289AP Al ROOF TRUSS 1 1 Job Reference to tionall NGW0 , s e I e n ustrres, nc. e Febage 1-0-0( 6-2-12 11-8-0 19-5-12 23-4-0 1-" 6-2-12 5-5.5 7-9-12 3-10-4 Scale = 1:42.1 4x8 11 4 6.00 12 2x4 = 3 2x4 11 5 8 5x8 = v 6 rr 2 la -4 O 3x4 ; 3.00 F12 7 3x4 = 5x6 = 9-10-0 19-4-0 19r6-0 23.3-0 23#-0 9-10-0 9-6-0 0-2-0 3.9-0 0-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.6 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.50 7-8 >457 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.13 7 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 104 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2 Rows at 1/3 pts 4-7 REACTIONS (lb/size) 6 = 7/0-3-0, 2 = 957/0-4-0, 7 = 1 293/0-4-0 Max Horz 2 = 168(load case 4) Max Uplift6 = -97(load case 6), 2=-471(load case 4), 7=-5760oad case 5) Max Grav 6 = 1 1 1(load case 7), 2=957(1oad case 1), 7 = 1293(1oad case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-2259, 3-4=-1612, 4-5=394, 5-6=363 BOT CHORD 2-8 = 2060, 7-8 = 938, 6-7 = -321 WEBS 3-8=-565, 4-8=1143, 4-7=-1590, 5-7=-421 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL=4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 6, 471 lb uplift at joint 2 and 576 lb uplift at joint 7. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. LOAD CASE(S) Standard Junaidie Budiman, Lic.a451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. y6634 r r A WARNING - VerVy design pananwters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on individual building component to be Installed and loaded vedicalty. Applloabtllty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. $83 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbolsi PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates/a" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke PANEL TM CLIP FORM018,019 o -utiL ® HYDRO,AZR0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, - erection and installation of trusses, 1993 Mitek Holdings, Inc. Job. rus Truss Type ty y AELE I-W%PORCH 14535635 DR2289AP All ROOF TRUSS 1 1 Job Reference to bona" s e 03 I e n ustrtes, nc. e e age 1-0-01 5-9-4 It-" 12-4-1 17-6-13 1 23.4-0 1 1 1- 0-0 5-9-4 5-2.12 1-4-1 5-2-12 59-3 Scale = 1:41.4 4x6 = 4x6 = 4 5 6. 00 12 3x6 i 3x6 3 6 n o_ 7 2 T 1 o 3x4 = 11 10 9 8 3x4 = 2x4 11 3x4 = 5x6 = 2x4 11 5- 9-4 11-0-0 124-1 17-6-13 23.4-0 i 1 5- 9.4 5-2-12 1.4-1 5-2-12 5-9-3 P ate 0ffsets : 2- - - - —-2-01,16:0=2-15.1.81; T8:0-2-0,0-0-131, -0,0-3-01 LOADING ( psf SPACING 2-0-0 CST DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.08 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 116 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-5-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( Ib/size) 7 = 1079/0-4.0, 2 = 1 175/0-4-0 Max Horz 2 = 161(load case 4) Max Uplift7 = -477(load case 5), 2=-559(load case 4) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1937, 3-4=-1357, 4-5=-1139, 5-6=-1358, 6-7=-1950 BOT CHORD 2-11 = 1639, 10-1 1 = 1639, 9-10 = 1139, 8-9 = 1653, 7-8 = 1653 WEBS 3-11 =133, 3.10=-579, 4-10=338, 5-9=341, 6-9=-595, 6-8=141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 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 477 lb uplift at joint 7 and 559 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.. 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. # 6634 A WARNINO - V*Wy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of 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 etectot. Additional permanent btbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSO.89 Bracing Spectficatlon, and HIS-91 Handling Installing and Bracing Recommendation ovallabie from Truss Plate Institute, 5a3 D'Onofrlo Drive, Madison, Wl53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aOtrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at'/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and Mliek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. GeneralPtY WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, _ TM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. CLIP FORM016.010 HYDRO -AIR Job. rus Truss Type ty y CEV.—W7CH 14535636 DR2289AP A1A ROOF TRUSS 6 1 Job Reference to tion8" fVGWC' sFebe Industries, nc. eFebage 1- 0-o1 6-2.12 11-" 19.5.12 I 23- 4-0 i ) i 1- 0-0 6-2.12 5-5-5 7-9-12 3-10-4 Scale = 1:42.1 4x8 II 4 6. 00 Fl2 2x4 = 3 2x4 II 5 8 m 5x8 = vv 62 0 3x6 % 3.00 FI2 7 3x4 = 5x6 = 9- 10-0 19-4-0 23-4-0 i + i 9- 10-0 9-" 4-" LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LU -0.18 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.63 7-8 > 439 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.17 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-9 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4.7 REACTIONS ( lb/size) 6 = 1081 /0-4-0, 2 = 1 172/0-4-0 Max Horz 2 = 168(1oad case 4) Max Uplift6 = -483(load case 5), 2=-563(load case 4) FORCES ( Ib) - First Load Case Only TOP CHORD 1.2=16, 2-3=-3138, 3-4=-2516, 4-5=-1872, 5-6=-1927 BOT CHORD 2-8 = 2861, 7.8 = 1585, 6-7 = 1701 WEBS 3-8 =-532, 4-8 = 1533, 4-7 = 173, 5-7 =-356 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 6 and 563 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. # 6634 r r AWARNINO - Ver{/y design panumeters and READ NOTES ONTBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 057-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrlo Drive. Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each u c other. O Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate c Q o joint and embed fully. Avoid knots and wane at joint locations. plates I/B" from outside edge of a v truss and vertical web. a o 4. Unless otherwise noted, locate chord splices 4 length(* 6" from u , at panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mliek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, oeoo unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional M!Tek® engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. AA. PANEL 1993 Mitek Holdings, Inc. CLIP FORM018,019 an uO-N.a MYDRO,AIR0 Job. rus Truss Type ty y RCH 14535637 DR2289AP A2 ROOF TRUSS 5 1 Job Reference to tionall f1G sFebI e Industries, nc. e Feb 26 05:15:56 2003 -P—a—g—e-1- I-0.0 6-2-12 11.8-0 i 15-6-4 ( 19-8-0 1 I 1-0-0 6-2-12 5-5-5 3-10-4 4-1-12 4x6 = Scale = 1:39.3 4 3x4 6.00 ri2 5 2x4 = 3 2x4 11 6 9 5x6 = n `S' cv N N 2 8 d 1 3x4 d 3.00 F123x4 % 7 3x4 9-10-0 14-7-4 19.8-0 9-10-0 4-9.4 5-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) 0.12 9 >999 M1120 249/190 TCDL 7.a Lumber Increase 1.33 BC 0.70 Vert(TL) -0.43 2-9 > 542 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.13 7 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1001 /0-4-0, 7 = 91010-4-0 Max Horz 2 = 256(load case 4) Max Uplift 2 = -494(load case 4), 7=-385(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-2439, 3-4=-1797, 4-5=-1123, 5-6=-0, 6-7=-146 BOT CHORD 2-9 = 2224, 8-9 = 1093, 7.8 = 977 WEBS 3. 9=-558, 4-9=1175, 4-8=-106, 5-8=168, 5-7=-1343 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCOL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSIlTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 lb uplift at joint 2 and 385 lb uplift at joint 7. LOAD CASE( S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 rr A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors. This design is based onty upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss Mi! designer. BracingshownisforlateralsupportofIndividualwebmembersonly. Additional temporary bracing to Insure stability during construction is the responsibility of the ereclor. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrloaflon, quality control, storage, delNery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installinq and Bracing Reoommendaflon available from Truss Plate Institute, 583 D'Onofrlo Drlve, Madison, WI53719, MiTek® Symbols PLATE LOCATION AND ORIENTATION 11i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 Q For 4 x 2 orientation, locate 0 plates 1/6" from outside edge of CL truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke Foen016,019 '^""` ® NMRO,A/R® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at'/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, ff no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL ©1993 Mitek Holdings, Inc. CLIP Job russ Truss Type Oty y EO-wTPORCH 14535638 DR2289AP A7 ROOF TRUSS 1 1 Job Reference (o tional) s e I e n ustries, nc. e Feb057M- age 1-0-0 3-9A 7.0.0 If-" 16-4-1 19.6-13 23-4-0 1 1 1 1 i 1-0-0 3-9A 3.2-12 4$-0 4$-0 3-2.12 3.9-3 Scale = 1:41.2 5x8 = 2x4 11 5x8 = 4 5 6 6.00 12 2x4 i 3 Z>7 0o_ A 8 2 I I c? 1 oel 3x8 = 11 10 9 3x8 = 3x4 = 5x8 = 3x4 = 7-" 1 1$-0 16-4-1 23-4-0 7-" 4-8-0 4$-0 6-11-15 Plate Offsets : 2:0-8-8,0-0101, [4:0- 0, - ,0=2-"21-(7-Ol-T5-01-01-f8-0=8- "—0-101, 1 : - 1 - - , -3-01 LOADING (psfl• SPACING 2-0-0 CST DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.69 Vert(LL) 0.22 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.29 10-11 >956 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.11 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 122 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-0-13 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8 = 2193/0-4-0, 2 = 2284/0-4-0 Max Horz 2 = 1 15(load case 4) Max Uplift8=-1224(load case 5), 2=-1304(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4228, 3-4=-4058, 4-5=-4347, 5-6=-4347, 6-7=-4056, 7-8=-4225 BOT CHORD 2-11 =3728, 10-11 =3677, 9-10=3676, 8-9=3724 WEBS 3-11 =-95, 4-11 =815, 4-10=837, 5-10=-810, 6-10=839, 6-9=814, 7-9=-92 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 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 1224 lb uplift at joint 8 and 1304 lb uplift at joint 2. 5) Girder carries hip end with 7-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 602.71b down and 432.1lb up at 16-4-1, and 603.21b down and 432.51b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-160.3, 6.8=-74.0, 2-11=-20.0, 9.11=-43.3, 8-9=-20.0 Concentrated Loads (lb) Vert: 11=-603.2 9=-602.7 Junaidie Budiman, Lic.#4 511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 AN A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporalbn of component is responsibility of building designer - not buss designer. Bracing shown is for bteial support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding labrbafbn, quality control, storage, delivery, eiecfbn and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 5a3 D'Onofrb Drive, Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate 1: plates I /e"from outside edge of a0 truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 49224eSBCCI87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke FORM018,019 - ® ffMRO,AZR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, . TM erection and installation of trusses. PANEL CLIP © 1993 Mdek Holdings, Inc. Job. rus Truss Type ty y 2389 A ECEPORCH 14535639 DR2289AP A9 ROOF TRUSS 1 1 I Job Reference (optional) s Feb 6 2003 mirekIndustries, Inc. Wed Feb5:1 age 4. 9-4 9-0-0 14-4-1 18-6.13 I 23.4-0 i I { i 1- 0-0 4.9-4 4-2-12 5-4.1 4-2-12 4-9.3 Scale = 1:41.4 4x6 = 4x8 = 4 5 6. 00 12 2x4 2x4 i 3 6 n 00 7 2 LELI a 3x4 = 9 8 3x4 = 3x8 = 5x6 = 9- 0-0 14.4-1 234-0 9- 0-0 5-4-1 8.11.15 Plate Offsets 3-0.0-3-0 LOADING ( psf SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) -0.07 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 1 1 1 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-8.12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 7 = 1081 /0-4-0, 2 = 1 172/0-4-0 Max Horz 2 = 138(load case 4) Max Uplift 7 = -456(load case 5), 2=-536(load case 4) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1773, 3-4=-1439, 4-5=-1295, 5-6=-1439, 6-7=-1772 BOT CHORD 2-9 = 1568, 8-9 = 1295, 7-8 = 1 567 WEBS 3-9 =-317, 4-9 = 286, 5-9 =0, 5-8 = 285, 6-8 =-316 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 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 456 lb uplift at joint 7 and 536 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.a451 1 MiTek Industies, Inc. 14515 North Outer Forty Orve Suite 300 Chesterfield, MO, 63017 Cert. 7/6634 rf WARNING - Verijfy destyn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is lot bteial support of Individual web members only. Additional temporary bracing to Insure stability during construction is the iesponsiblllty of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, 0SB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 44 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ ,A„ T 0 Q For 4 x 2 orientation, locate 0 0 plates 1/8" from outside edge of o truss and vertical web. r This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and Is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised In handling, TMIIPI PANEL erection and Installation of trusses. 1993 Mitek Holdings, Inc. CLIP MMRO,A/R Job. rus Truss ype ty y V-.V7TPORCH 14535640 DR2289AP AGAB ROOF TRUSS 1 1 Job Reference (o tionap XCCO-S NOWOOD, F-,-Tf s Feb 6 20 Feb 26 05:15:b9 2003—P—ag—e-l- i-o-o 5-2.4 9-10-0 14-5-12 19.8-0 20-8-0 1 1 1-0-0 5-2-4 4.7.12 4-7-12 5.2.4 1-0-0 Scale = 1:36.0 4x6 = 4 2x4 II 2x4 11 6.00 12 2x4 2x4 2x4 11 3 5 2x4 II 2x4 11 x II x II 2.4 II 2 MII x II 6 1 7 o 2x4 11 2x4 11 2x4 11 2x4 11 8 2x4 11 2x4 11 2x4 11 2x4 11 3x4 = 3x4 = 5x8 = 9-10-0 19.8-0 9-10-0 9-10-0 Plate Offsets -4-0,0-301. 1 8:0-0-0,0-0- 1, [19:0-0-0,0-0- 1, [20:0-0=0,0- 1, [21:0-0=00-17240--0-0-0-T-Ol, 125: 0-0-0,0-0-01,126:0-0-0,0-0-01 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) -0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.03 6 n/a BCDL 11'0.0 Code FBC2001 1st LC ILL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-9 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-9.2 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2 = 1000/0-4-0, 6 = 1000/0-4-0 Max Horz 2 = 137(load case 4) Max Uplift2=-486(load case 4), 6=-486(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8 = 1204, 6-8 = 1204 WEBS 3-8=-360, 4-8=531, 5.8=-360 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 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) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 486 lb uplift at joint 2 and 486 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. N6634 i 1l A WARNING - Ver(fy 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 on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Brocing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponsdbliity of the erector. Additional permanent brbcdng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrlcotlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drdve, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 a: For 4 x 2 orientation, locate 0 czi plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40", continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke FORM018.019 GANG-ftAM ® #fMRO,4ZR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional - engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job russ Truss Type ty y W/ PORCH 14535641 DR2289AP B ROOF TRUSS 5 1 Job Reference to tionall sFebr e Industries, nc. eFebage rt-0-q 6-10-8 { 13-5-8 1 20-4-0 { 1-0-0 6-10-8 6-7-0 6-10-8 6.00 12 5x8 i 7 3x4= Scale = 1:61.7 wtwedge 6 1 b 5x6 i 5 5x6 i v> 40 4 8 2x4 II 9 3 9 v 3x 8 1 2 10 3.00 F12 3x4 i 5x6 3x4 i 4x6 II 6.10-8 13-5-8 20-4-0 2q:. 14 i 6-10-8 6-7-0 6-10-8 0-1-14 Pl ate sets 2 0=2081-Td-6=3=0-3 1-[5 0 3=0-0=3=0176-0=3=3-Edge-(06tf3 0;0=3=0 LOADING (psf)• SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.11 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.20 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) -0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 113 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-6-1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 3-9-7 REACTIONS (lb/size) 6 = 1049/0-3-8, 2=1030/0-8-0 Max Horz 2 = 734(load case 4) Max Uplift6=-704(load case 4), 2=-376(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-2334, 3-4=-2334, 4-5=-1273, 5-6=-1263, 6-7=-23, 6-8=67 BOT CHORD 2-10=2095, 9-10=2092, 8-9=0 WEBS 4-10=135, 4-9=-894, 5-9=-485, 6-9=1642 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL=4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 704 lb uplift at joint 6 and 376 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASES) Standard Junaidie Budiman, Lic. #4 511 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cart. #6634 e. .010lv A WARNING - VerVy design paranwters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. `ssss! Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 Poll t 1i. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. A" TOP CHORDS 2. Cut members to bear tightly against each C2 a other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate U k Q O joint and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a y truss and vertical web. o 4. Unless otherwise noted, locate chordsplices at /4 len th + 6" from c, panel ad oint, acent 19 (_ 1 ) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Comber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40 11 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, a TM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. CLIP FORM019,019 HYDRO,A/R Job russ Truss Type ty I y W/ PORCH 14535642 DR2289AP B1 ROOF TRUSS 16 1 Job Reference tionall sFebr eIndustries,-0eFebage 1- 0-01 5.7-13 1 11- 0-3 16.M i 1-" 5-7-13 54-5 5-7-13 3x4- 7 5x8 w/wedge Scale = 1:49.4 6 Id 6.00 12 2x4 II 5 5x6 N m 4 8 2x4 II 3 9 a 3x8 2 1 10 3.00 12 3x4 G 5x6 3x4 i 4x8 11 5- 7-13 i 11-0-3 16-8-0 16-#13 5- 7-13 5-4-5 5-7.13 0-1-13 Plate Offsets :: - - - - 1, e ,.01 LOADING ( psf) SPACING 2-0-0 CST DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.07 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.12 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) -0.02 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 94 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5.9-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 3-1-4 REACTIONS ( lb/size) 6 = 877/0-3-8, 2=857/0-8-0 Max Horz 2 = 6100oad case 4) Max Uplift 6 = -584(load case 4), 2=-317(load case 4) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1841, 3-4=-1841, 4-5=-1014, 5-6=-1014, 6-7=-23, 6-8=55 BOT CHORD 2-10=1644, 9-10=1641, 8-9=0 WEBS 4-10=110, 4-9=-687, 5-9=-399, 6-9=1327 NOTES 11 Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 584 lb uplift at joint 6 and 317 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Junaidie Budiman, Lic.//451 1 MiTek Industic5• Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. # 6634 r r A WARNING - VerM design paranseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mfiek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applk:abMy of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSO.89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison. WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates/a" from outside edge of o truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mitek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40` continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko FORM019,019 awo-wuL ® ffMR0. A/R ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each aa: joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at'/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. - PANEL CLIP © 1993 Mitek Holdings, Inc. o rus I russ ype Oty y Psi; 14535643 DR2289AP BB ROOF TRUSS 1 1 Job Reference to tionall SFebI e Industries, nC. eFebage 7-6-0 14-7-0i 1-M 7-6-0 7-1-0 Scale = 1:27.3 4x6 = 4 6.00 12 5 3 7 6 5x6 = 2 3x4 i 3x4 d1 3x4 i 3x4 3.00 12 4x6 II 3x6 II 7-6-0 14-7-0 7.6-0 7.1-0 Pate Offsets :-27`1;0.4-81 [ :0-2-13,0-2-41 LOADING (p0) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) -0.08 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.10 7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 64 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-1-10, Right 2 X 4 SYP No.3 3-11-6 REACTIONS (lb/size) 6=679/0-3-0, 2=763/0-8-0 Max Horz 2 = 1 10(load case 4) Max Uplift 6 = -299(load case 5), 2=-377(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1255, 3-4=-1255, 4-5=-1267, 5-6=-1267 SOT CHORD 2-7 = 1125, 6.7 = 1125 WEBS 4-7=690 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1 .33 plate grip DOL= 1.33. 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift at joint 6 and 377 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.A451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 r d WARNING - VerVy deeiyn parameters and READ NOTES ONTIRS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with MRek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be tnstolied and loaded vertically. Applicability of design parameters and proper Incorporatlon of component Is responslblllty of building designer - not puss designet. Bracing shown is dot lateral support of Individual web members only. Additional temporary bracing to Inswe stability during construction is the tesponslbllily of the erectot. Additional permanent bibcing of the overall structure is the responsibility of the building designer. For general guidance tegatding fabilcatlon, quality control, storage, delNety, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendationfromavailable Truss Plate Institute, 583 D'Onoftlo Drlve, Madison, W 153719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ ,A•. D 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of a0 truss and vertical web. This symbol indicates the required direction of slots in connector plates. t For tabular plating format rotor to the MtTok/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension Is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 0$ 01' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke FORM018,019 HMRO-AIR® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parfies.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 16. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job. russ Truss Type ty y PORCH 14535644 DR2289AP BBGAI KINGPOST 1 1 Job Reference (o tional) W, , s e r e n ustries, Inc. Wed Febage 14-7.0 -- 1-0-0 7.8-0 7.1-0 Scale = 1:28.0 4x6 = 3 2x4 11 2x4 11 6.00 FIT 2x4 11 2x4 11 4 2x4 11 5 271 c1 2x4 11 2x4 11 2x4 11 2x4 11 3x4 3x4 6 - 3x4 = 2x4 I I 3x6 112x4II 7-6-0 14-7-0 7.6-0 7.1-0 Plate6f sets -D-n4l4l-f5:0-2F0, - - LOADING (ps4 SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) -0.03 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.08 2-6 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 73 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 3-11-2 REACTIONS (lb/size) 2 = 766/0.1-8, 5 = 682/0-1-8 Max Harz 2 = 1 13(load case 4) Max Uplift2 = -378(load case 4), 5=-302(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 12, 2-3=-709, 3-4=-727, 4-5=-727 BOT CHORD 2-6=626, 5-6=626 WEBS 3-6 = 145 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure 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) Gable studs spaced at 2-0.0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 2 and 302 lb uplift at joint 5. LOAD CASE(S) Standard Junaidie Budiman, Lic.11451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 EEEWRW-r1 AWARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. esneww Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OST-88 Cuoilty Standard, OSO.89 Bracing Spectflaatlon, and HIB-91 Handling Inslalllnq and Bracing Recommendation ovollable from Truss Plate Institute, 593 D'Onofrb Drive. Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 18 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 1 e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM018,019 HMRO,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at'/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional ' engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. - PANEL CLIP © 1993 Mitek Holdings, Inc. Job, rus Truss Type ty y ELEV. RCH 14535645 DR2289AP , BGAB1 MONO TRUSS 1 1 Job Reference (optional) ASCII S , FL; n sFebI e ndustries, nicERFeb2605:16:02 2003 Page 1. 0.0 16.E-0 1- 0-018-8-02x4 11 Scale = 1:51.1 11 2x4 11 10 2x4 II 9 6. 00 12 2x4 I I e 2x4 II 2x4 11 6 2x4 II 5 5x6 - 4 3 2 1 3x4=...... 19 .....18- -- - 17 16 ---15.--. .14......--13 12 2x4 11 2x4 11 2x4 I 2x4 11 2x4 11 2x4 11 5x6 = 2x4 11 16-" 16-" Plate Offsets ,-3=0T113:0-3-0,0-3=0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.00 1 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.15 HDrz(TL) -0.00 12 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 1 1 1 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10-12 OTHERS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2 = 204/16-8.0, 13 = 185/16-8.0, 12 = 89/16-8-0, 14 = 190/16-8-0, 15 = 188/16.8-0, 16 = 187/16-8-0, 17 = 190/16-8-0, 18 = 178/16-8-0, 19 = 228/16-8-0 Max Horz 2=594(load case 4) Max Uplift 13=-12411oad case 4), 12=-58(load case 4), 14=-135(load case 4), 15=-131(load case 4), 16=-132(load case 4), 17=-133(load case 4), 18=-127(load case 4), 19 = - 1 9611oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=23, 2-3=38, 3-4=-38, 4-5=33, 5-6=32, 6-7=32, 7-8=32, 8-9=32, 9-10=24, 10-11 =-9, 10-12=-75 BOT CHORD 2- 19=8, 18-19=1, 17-18=1, 16-17=1, 15-16=1, 14-15=1, 13-14=1, 12-13=1 WEBS 9-13=- 146, 8-14=-150, 7-15=-148, 6-16=-148, 5-17=-149, 4-18=-143, 3-19=-174 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 13, 58 lb uplift at joint 12, 135 lb uplift at joint 14, 131 lb uplift at joint 15, 132 lb uplift at joint 16, 133 lb uplift at joint 17, 127 lb uplift at joint 18 and 196 lb uplift at joint 19. LOAD CASE(S) Standard Junaidie Budiman, Lic. # 4 5 11 i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 r r A WARNING - Verify design parartseters and READ NOTES ON TINS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incotporatbn of component Is tesponslblllty of building designet - not puss designer. Bracing shown Is tot bteral suppott of Individual web members only. Additional Temporary bracing to Insure stability duting construction is the tesponslblllty of the etectot. Additional petmonent btbcing of the overall structure Is the responsibility of the building designer. For general guidance tegarding rabrbatbn, quality control, storage, delivery, election and btacing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 5a3 D'Onoftb Drlve. Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 12/1. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. All TOP CHORDS 2. Cut members to bear tightly against each Cz c other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o v L Q joint and embed fully. Avoid knots and wane plates I /8"from outside edge of a y o_ at joint locations. truss and vertical web. o 4, Unless otherwise noted, locate chordsplices at I14 len th + 6" from ce cy u panel acentad oint, 1 joint.) I.-9 This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7, Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. M iTek® 15. Care should be exercised in handling, T~ erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. CLIP FORM018,019 HMRO,A/R0 o russ russ ype ty y 2Eli 14535646 DR2289AP E ROOF TRUSS 2 1 Job Reference (o tional) A- s i r e n ustries, nc. e Feb 26 05:16:03 2003 Page 1-0.0 a 6-0 9-4-0 l 1_ aa i ( 1-0-0 4$-0 4.6-0 1-0-0 Scale = 1:18.8 4x6 = 3 6.00 F12 4 2 qv5ld 1 3x6 = 3x6 = 8 7 6 N2x4II 1-4-0 4-6-0 8.0-0 9-4-0 1.4-0 3-4-0 3-4-0 1-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.05 4 > 348 M1120 249/190 TCDL 7.*0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.09 1 > 138 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 36 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8 = 51 7/0-1-8, 6 = 517/0-1-8 Max Horz 8=-79(load case 5) Max Uplift 8 = -334(load case 4), 6=-334(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-171, 3-4=-171, 4-5=33 BOT CHORD 2-8 = 69, 7-8 = 69, 6-7 = 69, 4.6 = 69 WEBS 3-7=-206 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001; 120mph; h = 25ft; TCDL=4.2psf; BCDL = 5.Opsf; occupancy category II; exposure 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 at joint(s) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 lb uplift at joint 8 and 334 lb uplift at joint 6. LOAD CASEIS) Standard Junaidie Budiman, Lic. #4 511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 e•rua R 1A A WARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design h based only upon parameters shown, and is for on Individual building component to be Installed and loaded verticairy. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendatlon avolldble from Truss Plate Institute, 583 D'Onofrb Drive, Madison, Wl53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 0 For 4 x 2 orientation, locate 0 plates/B" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MlTek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice Is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft• spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised In handling, T~ WM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. CLIP FORM018.019 HMRO,AIR® o • rus Truss Type ty y RCH 14535647 DR2289AP EGAB, ROOF TRUSS 1 1 Job Reference (o heserenustries, nc. e e age 9.4-0 I 10-4-0 1-0-0 4.8-0 4-8-0 1-0-0 Scale = 1:18.8 4x6 = 3 6 00 Fl2 2x4 11 2x4 11 4 2 Li 5 I 2x4 11 2x4 I 6 2x4 11 2x4 = 2x4 = 4.8-0 9-4-0 4-8-0 4-8-0 Plate Offsets - T[10:0- - LOADING (psfi SPACING 2-0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 2-6 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 51 1 /0-8.0, 4 = 511 /0-8-0 Max Horz 2=-79(load case 5) Max Uplift 2=-271(load case 4), 4=-271(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 17, 2-3 =-424, 3-4 =-424, 4-5 = 17 BOT CHORD 2-6=372, 4-6=372 WEBS 3-6=87 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure 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) Gable studs spaced at 2-0.0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 lb uplift at joint 2 and 271 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 5 11 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARNING - VerVy design parameters and READ NOTES ON TBTS AND REVERSE SIDE BEFORE USE. ® Design valid tot use only with MiTek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponslblllfy of the erector. Additional permanent btbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO-89 Bracing Specification, and HIO-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onoftlo Drive, Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ .- ,A„ T 0 a: 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of 0. truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oeol' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. iIIIIIII PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 tt. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional - engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 MYDRO,A/R Job. rus Truss Type ty y ORCH 14535648 DR2289AP J ROOF TRUSS 6 1 Job Reference (o tionall N-GW=,FL, T) s Feb 6 003 mirek Industries, nc. e e age 1-0 0 7-" 3 Scale = 1:20.5 6.00 Fl2 2 1 4 2x4 = 7.0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in Iloc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert"LL) n/a - n/a M1120 249/190 TCDL 770 Lumber Increase 1.33 BC 0.17 Vert(TL) .0.25 1 > 58 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 24 lb LUMBER . BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 242/Mechanical, 2=418/0-4-0, 4 = 68/Mechanical Max Horz 2=248(load case 5) Max Uplift 3 = -260(load case 5), 2=-137(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; In = 25ft; TCDL = 4.2psf; BCDL = 5.0psf; occupancy category 11; exposure 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 260 lb uplift at joint 3 and 137 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart. #6634 rs A WARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbctnp of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. eiectlan and bracing, consult OST-68 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 5a3 D'Onofrb Drive. Madison, Wl53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 For 4 x 2 orientation, locate 0 0 plates 1/6" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plaflng format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HMR0,WR® o russ Truss Type ty y W/ PORCH 14535649 DR2289AP K ROOF TRUSS 3 1 Job Reference to tional) s Feb 6 2003 mi rek Industries, Inc. Wed Febage t-0-0 5 1 - 0-0 5-0-0 3 Scale: 3/4'=1' 6.00 Fl2 2 1 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) n/a - n/a M1120 249/190 TCDL 7,0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.09 1 > 1 71 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 = 165/Mechanical, 2=327/0-4-0, 4 = 48/Mechanical Max Horz 2 = 180(load case 5) Max Uplift 3 = - 1 83(load case 5), 2=-125(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 34, 2-3 = 60 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 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 183 lb uplift at joint 3 and 125 Ib uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.t/451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 rr AWARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer • not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbclnq of the overall structure is the responsibility of the building designer. For general guidance tegaiding fabrication, quality control. storage, delivery, erection and bracing, consult CST-88 Quality Standard, D511-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation available from Truss Role Institute. 593 D'Onotrlo Drive, Madison, W153719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ T 0 Q 0 For 4 x 2 orientation, locate 3: plates 1/8" from outside edge of CL truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at'/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. Tm PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. IM Mitek Holdings, Inc. FORM018,019 HYDRO -AIR ® Job. russ Truss Type ty y W/ PORCH 14535650 DR2289AP KA ROOF TRUSS 1 1 Job Reference (optional) s Feb 6 003 Mi rek Industries, Inc. Wed Febage 5-0-0 5-0-0 2 Scale = 1:15.7 6.00 F12 1 3 2x4 = 5-0-0 i 5-0-0 LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/deft PLATES GRIP TCLL 300 Plates Increase 1.33 TC 0.34 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 16 lb LUMBER • BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 224/0-4-0, 2 = 177/Mechanical, 3 = 48/Mechanical Max Horz 1 = 169(load case 5) Max Uplift =-73(load case 5), 2=-186(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 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 73 Ib uplift at joint 1 and 186 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#4 511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 C ert. N 6634 rr AWARNINO - V*,W derrtyn pam.ters and READ NOTES oN TR73 AND REVERSE SIDE BEFORE USE. Design valid for use only with MOek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertk;olty. Applicability of design parameters and proper Incotpoiation of component is responsibility of building designer - not puss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the iesponsiblllty of the erector. Additional permanent bthcing of the overall shuclure is the responsibility of the building designer. For general guidance regarding fabilcatbn, quality control, stotoge, delivety, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Instaiilnq and Bracing Recommendationfravailablefrom buss Role Institute, 583 D'Onolrb Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate U plates/a" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® T~ PANEL CLIP FORM018,019 MWRO,A/R® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job, I russ Truss Type ty y WrPOFiC 14535651 DR2289AP L ROOF TRUSS 3 1 Job Reference (optional) D sFebr e n ustrres, Inc. Wed Feb2003—Page 1-0-0 3-0-0 Scale = 1:10.3 6.00 Fl2 2 1 4 3-0-0 3-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7,0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 82/Mechanical, 2 = 242/0-4-0, 4 = 28/Mechanical Max Horz 2 = 1 13(load case 5) Max Uplift3 = -1 05(load case 5), 2=-119(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 34, 2-3 = 30 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure 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 105 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 5 11 i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. J16634 rs A WARNING - Ver(jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mtfek conneclors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbctng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. election and bracing, consult OST-88 Qualify Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Rota Institute. 593 D'Onofrla Drive, Madison, WI63719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Q 0 For 4 x 2 orientation, locate v plates/a" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922oe"', SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko FORM01 B4O19 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. T~ PANEL CLIP HMRO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional - engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. o russ I russ type Oty Ply PORCH 14535652 DR2289AP LA ROOF TRUSS 1 1 Job Referencenal) IecnustrleeFeb n!):112003 Page 3-" 3- 0- 0 Scale = 1: 10.3 6.00 12 1 3 2T — 3-" 3-0- 0 LOADING (psf) SPACING 2-0-0 CST DEFL in (Ioc) I/defl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TIC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BELL 0. 0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10. 0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 10 lb LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP Nci BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/ size) 1 = 130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical Max Horz 1 = 102(load case 5) Max Uplift =- 40(load case 5), 2=-110(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1.2 = 39 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 110 lb uplift at joint 2. LOAD CASE( S) Standard Junaidie Budiman, Lic.k451 1 MiTek Industics, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 IMFFM%Wfflirr WARNING - VerVy dar[pn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. iiiiiiiiiiir® Design valid for use onty with MHek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded verilcolly. Appllcoblpty 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 bibcing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installinq and Bracing Rocommondatlon available from Truss Pule Institute, $83 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1'/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each aa: joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1A panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and Installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 NYORO,A/R Job, rus Truss Type ty y 14535653 DR2289AP M ROOF TRUSS 3 1 Job Reference (o tionall sFebr e n uStrieS, nc. eFebage 3 1-0-0 1-0-0 1-0-0 1.0.0 Scale = 1:5.9 6.00 F12 2 4 1-0.0 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7'0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 5 lb LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1.0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-11/Mechanical, 2=173/0-4-0, 4=10/Mechanical Max Horz 2=60(load case 4) Max Uplift 3 = -27(load case 5), 2=-127(load case 4) Max Grav 3 = 26(load case 4), 2 = 173(load case 1), 4 = 10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure 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 27 lb uplift at joint 3 and 127 Ib uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 5 11 i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.J/6634 no -41111111111111111 AWARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. p i e Design valid tot use only with MI1ek connectors. this design is based only upon parameters shown, and is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality conhoL storage, delivery, erection and bracing, consult OST-66 Quality Standard, DSB-69 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Piste Institute, 583 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 Q other. o WEBS JS 3. Place plates on each face of truss at eachLr*F,or 4 x 2 orientation, locate o , ; Q joint and embed fully. Avoid knots and wane lates/a" from outside edge of a a y at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chords lacesP at I/4 length(+ 6" fromceC, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Jolnt/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practices to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft• spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15, Care should be exercised in handling, i~ PANEL erection and installation of trusses. - 1993 Mitek Holdings, Inc. CLIP FORM019,019 HMRO,A11R® Job. russ Truss Type ty y POiiC 14535654 DR2289AP MA ROOF TRUSS 1 1 Job Reference toptional) P W60[T s Feb 6 2003 Mi ek Industries, Inc. Wed Feb: :08 2003 Page 2 t-0-0 6.00 Fl2 Scale = 1:5.9 1 6 3 1-0-0 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/dell = 360 Weight: 3 lb LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 1 = 45/0-4-0, 2 = 35/Mechanical, 3 = 10/Mechanical Max Horz 1 = 36(load case 5) Max Uplift =-13(load case 5), 2=-38(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2 = 14 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 1 20mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure 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 13 lb uplift at joint 1 and 38 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. p6634 1 r A WARNING - Ver{jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mfiek connectors. This design is based only upon parameters shown, and is tot on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Racomm Watlon avollobte from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. A'" TOP CHORDS 2. Cut members to bear tightly against each c2 c3 other. aJ Place plates on each face of truss at each For 4 x 2 orientation, locate ZVWVEBSJSrr3. joint and embed fully. Avoid knots and wane plates I/a"from outside edge of c d 0 at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chords laces at I/4 len th + 6" frompanel adjacent oint, This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, 1110 PANEL TM erection and installation of trusses. - 1993 Mitek Holdings, Inc. CLIP FORM016,019 MYDRO,AIRO Job. russ Truss Type ty y W1 PORCH 14535655 DR2289AP MT MONO TRUSS 10 1 Job Reference to tional) S e I e n UStfreS, nC. e Feb 26 05:16:08 2003—P—ag—ef- 1.0-0 { 2-6-0 2x4 II 1-0-0 2-6-0 3 Scale = 1:9.2 6.00 F12 M 2 c L X Ib 2x4 = 4 2x4 11 2.6-0 2-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7'0 Lumber Increase 1.33 BC 0.02 VertfTL) 0.00 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code FBC2001 1 st LC ILL Min I/defl = 360 Weight: 11 lb LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 191 /0.1-8, 4 = 108/0-1.8 Max Horz 2 = 1 181Ioad case 4) Max Uplift 2 = -1 07(load case 4), 4=-78(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=0, 3-4=-85 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 2 and 78 lb uplift at joint 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. M6634 WARNING - Veryy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installlnq and Bracing Recommendation avollable from Truss Plate Institute, 583 D'Onotrb Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Qa4*For 0 4 x 2 orientation, locate U plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke FORM018,019 HMJWD,AIR0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Boftom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job russ Truss Type ty P y 89 15-ECEO W/ PORCH 14535656 DR2289AP P QUEENPOST 3 1 Job Reference (optional) WedsFeb62003MirekIndustries, Inc. e age 44-0 B-6-0 12-7-12 17." I18-0-0I 1-0-0 444 4.1-12 4.1-12 444 1.0-0 Scale: 3f8.=1' 4x6 = 4 6.00 12 2x4 2x4 '5- 3 5 2 6 1 Io 3x4 = 8 3x4 = 5x8 = 8-6-0 17-0-0 8.6-0 8-" P ate 0ffsets18:0-4-0,0-3-01 LOADING (pst) SPACING 2-0-0 CST DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.23 Vert(LL) 0.03 6-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.10 2-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 77 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5.11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 871 /0-8-0, 6 = 871 /0-8-0 Max Horz 2 = 1 17(load case 4) Max Uplift2 = -435(load case 4), 6=-4350oad case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=23, 2-3=-1169, 3-4=-900, 4-5=-900, 5-6=-1169, 6-7=23 BOT CHORD 2-8=964, 6-8=964 WEBS 3-8=-251, 4-8=417, 5-8=-251 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 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 435 lb uplift at joint 2 and 435 lb uplift at joint 6. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic, #4 5 11 1 MiTek Industics, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, M0, 63017 Cert. #6634 g.N r r A WARNINO - Ver M design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation at 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 bt'bcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, 0SB-89 Bracing Specification, and HIS-91 Handling Installina and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1 3/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 17-1 T 0 Qaqq*For 0 4 x 2 orientation, locate L) plates 1 /8" from outside edge of 0 truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(* 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. GeneralPtY WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,010 HYDRO -AIR 0 Job, rus Truss Type ty y EL 14535657 DR2289AP P7 ROOF TRUSS 1 1 Job Reference (o tional) sFebr e n ustrres, nc.vveo t-ebage 1-0-0 4-0-8 1 7-0-0 1 10-" 1 12.11-8 17-" 1 18-0-0 1-0-0 4-0-8 2-11-8 3-0-0 2.11-8 4-0-8 1-0-0 Scale = 1:31.5 6x10 = 5x10 = 3.00 Fl2 q 5 2x4 ZZ 2x4 3 8 0 2 7 N 6 1A, O1><l O 3x8 = 10 9 3x8 = 3x8 = 5x6 = 7-0-0 10-0-0 17-" 7-" 3-0-0 7-0-0 P ate sets -5 070=i7,fl7570-3-4-0-3-oFr7:0-3-6 1-—0-3-01 LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.61 Vert(LL) 0.31 9 >628 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TU -0.39 9 > 506 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.10 7 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 75 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 2-9-13 oc purlins. 4-5 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-7-15 oc bracing. BOT CHORD 2 X 4 SYP No.2D 'Except' 2-9 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1633/0-8-0, 7 = 1633/0-8-0 Max Horz 2=-51(load case 5) Max Uplift 2 = - 10 1 2(load case 2), 7=-1012(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 9, 2-3 = -4930, 3-4 = -4803, 4-5 =-4736, 5-6 = -4803, 6-7 = -4930, 7-8 = 9 BOT CHORD 2-10=4745, 9-10=4736, 7-9=4745 WEBS 3-10=-76, 4-10=753, 5-10=-0, 5.9=753, 6.9=-76 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCOL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber COL= 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 1012 lb uplift at joint 2 and 1012 lb uplift at joint 7. 5) Girder carries hip end with 7-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 432.5lb up at 10-0-0, and 603.21b down and 432.51b up at 7.0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) THIS TRUSS DESIGN 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: 1-4=-74.0, 4-5=-160.3, 5-8=-74.0, 2-10=-20.0, 9-10=-43.3, 7-9=-20.0 Concentrated Loads (lb) Vert: 9=-603.2 10=-603.2 Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dry Suite 300 Chesterfield, MO, 63017 Cert. #6634 IRE r AWARNINO - Ver{fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. sononw Design valid for use only with MiTek connectors. This design Is based only upon porameters shown, and Is for on Individual building component to be Instolled and boded vertbolty. Applicability of design parameters and proper Incotporotbn of component B tesponslblllty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional tempotory brocing to Insure stability during construction Is the responsiblllty of the erector. Additional permanent bracing of the overall structure Is the responslblilty of the building designer. For general guidance regarding labrbatbn, quality control, storage, dellvety, erection and bracing, consult CST-88 Quality Standard, OSS-89 Bracing Spectlicatlon, and HIS-91 MiTek® Handling Installlnq and Bracing Rocommendatbn avollabie from Truss Plate Institute, 583 D'Onofrb Drlve. Madison. W153719. Symbols PLATE LOCATION AND ORIENTATION VA * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 1W. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oeoo continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® FORM018,019 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Cr joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PAPINEL TM CLIP HYDRO -AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job- rus Truss Type ty y 9—A ELE W/ POHCH 14535658 DR2289AP PGAI QUEENPOST 1 1 Job Reference (o tiona" s e I e n ustrres,Inc. e Feb 26 05:16:11 2003 Pa-g—ef-- 4-4.4 "_0 12.7.12 17-0-0 18-0.011 1.0-0 4-4-4 4-1-12 4.1-12 4-4-4 1-0-0 Scale: 3/8"=1' 4x6 = 4 2x4 11 2x4 11 6.00 12 7x8 i 7x8 3 5 2x4 II 2x4 11 0 2 II x II 6 x 7 1 Jo 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 8 3x4 = 3x4 = 5x8 = r a -0 17-" 0-6-0 8-6-0 Plate Offsets LOADING (psl) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.23 Ven(LL) 0.03 6-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.10 2-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.02 6 n/a BCDL "10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 96 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 871 /0-8-0, 6 = 871 /0.8-0 Max Horz 2 = 1 17(load case 4) Max Uplift2 = -435(load case 4), 6=-435(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=23, 2-3=-1169, 3-4=-900, 4-5=-900, 5-6=-1169, 6-7=23 BOT CHORD 2-8=964, 6-8=964 WEBS 3-8=-251, 4-8=417, 5-8=-251 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 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) Gable studs spaced at 2-0.0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 2 and 435 lb uplift at joint 6. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.p6634 rr A WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web membets only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br)jcing of the ovetall shuctute Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OS1'-88 Quality Standard, DSB-89 Bracing Specification, and HIR-91 Handling Installinq and Bracing RecomPlate mendallonavailablefromTrussInstitute, 593 D'Onotrb Drive. Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION t'/44re, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate L) plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MtTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4010" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at'/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is Installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM016,019 HYDRO -AIR Job runs Truss Type ty y FiCH 14535659 DR2289AP PJ ROOF TRUSS 3 1 Job Reference to tional) NGWO- sFebI e n ustrres, nc. eFeb603 Page 1.0.0 - - - 7.0.0— - 1 1-0-0 7-0-0 3 Scale = 1 3.1 3.00 Fl2 2 4 3x4 = 7.0-0 7-" LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30,0 Plates Increase 1.33 TC 0.56 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.20 1 > 83 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 23 lb LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 = 234/Mechanical, 2=422/0.8-0, 4 = 66/Mechanical Max Horz 2 = 125(load case 3) Max Uplift3 = -209(load case 5), 2=-1870oad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=48 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure 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 209 Ill uplift at joint 3 and 187 lb uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#4 5 11 i 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. /16634 rr A WARMNO - VerVy design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. miin eiiiiis Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality confect storage, delivery, erection and bracing, consuB OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Inslallinq PloandBracingRecommendationavailablefromTruss te Institute, $83 D'Onofrlo Drive, Madison, We 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 11/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 rt For 4 x 2 orientation, locate 0 plates Ih? from outside edge of ao truss and vertical web. This symbol indicates the required direction of tots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIN Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints atN14whichbearings (supports) occur. FORW 8.019 NSC/DILHR 870040-N, 930013-N, 910080-N General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. as 4. Unless otherwise noted, locate chord splices 0 at 1A panel length(+ W from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. mi! 0 MiTek® TM PANEL CUP Nroao,aA® 6. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shad be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or pudi s provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care Mould be exercised In handling, erection and installation of trusses. O I Mitek Holdings, Inc. o • russ Truss Type ty y E`7 W1 PO CH 14535660 DR2289AP PK ROOF TRUSS 4 1 Job Reference (optional) s Feb 6 2003 mirekIndustries, nc. e e age 1-0-0 5-0-0 10.0 3.00 12 2 i 1 4 3x4 = 5-0-0 5-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.06 1 > 259 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 17 lb LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 155/Mechanical, 2=333/0.8-0, 4 = 46/Mechanical Max Horz 2 = 91(load case 3) Max Uplift3=-145(load case 5), 2=-164(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 17, 2-3 = 32 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 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 145 lb uplift at joint 3 and 164 Ib uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#45 16 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 lr WARNING - Vel- fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Trust Plate Institute, 583 D'Onofrb Drlve, Madison, WI63719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13b *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates I/a" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6° from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plaflng formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber Is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart, FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General10WEBSARENUMBEREDFROMLEFTTORIGHT. practice camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised In handling, CLIP TM 0 PANEL erection and installation of trusses. ` 1993 Mitek Holdings, Inc. o russ Truss Type ty y A—ELEO.APT 14535661 DR2289AP PL ROOF TRUSS 4 1 Job Reference (o tional) s e I e n ustrles, nc. e Feb 26 05:16:12 2003 Page 3 1-0-0 3-" 1:6.9 3.00 12 2 1 4 3-M 3x4 = 3-0-0 LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 70/Mechanical, 2 = 250/0-8-0, 4 = 26/Mechanical Max Horz 2 = 57(load case 3) Max Uplift 3 = -79(load case 5), 2=-147(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 17, 2-3 = -34 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 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 79 (b uplift at joint 3 and 147 lb uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. k6634 f l A WARNING - VerVy design para"wtet: and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorpotatlon of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•88 Quality Standard, DS111•89 Bracing Spectflcation, and HIB•91 Handling Installing and Bracing Recommendation available from Truss Fsate institute, 583 D'Onotrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 44 t3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 Q 0 For 4 x 2 orientation, locate L) plates 1/8° from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922oeooSBCCI87206, 86217, 9190 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at A panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® TM PANEL CLIP FORM016,019 YDRO,WR® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, ff no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. IM Mitek Holdings, Inc. Job ' Truss Truss Type Oty Ply 2289 A ELEV. W/ PORCH 14535662 DR2289AP PM JACK 4 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. 3Wed Fe 26 11:15:34 2003 Page 1 1-0-0 1-2-0 1-M 1.2-0 Swle • 1 4.9 2 3.00 f12 1 d 3d = a 1-2-0 1.2-0 Plate Offsets X,Y : 2:0-1-0,0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.06 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-2-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=7/Mechanical, 2=167/0-1-8, 4= 11 /Mechanical Max Horz2=32(load case 2) Max Uplift3=-30(load case 5). 2=-116(load case 2) Max Grav3= 1 0(load case 4), 2=167(load case 1), 4=11(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-21 BOT CHORD 2-4=0 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 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 at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 3 and 116 lb uplift at joint 2. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, [tic. 14515 North Outer Forty Dr v Suite 300 Chesterfield, MO, 63017 Cert.0/6634 sr AWARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mllek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applbabldtty 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 membets only. Additional temporary bracing to Insure stability during construction is the tesponslblllty of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftb Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates 1 h? from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 001, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® N AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6° from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. Tr PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, ff no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. IM Mitek Holdings, Inc. FORM018,019 HMRO,A/R Job ^ Truss Truss Type Oty Ply 2289 A ELEV. W/ PORCH 14535663 DR2289AP PS ROOFTRUSS 2 1 optional) ACCUSPAN-TH, LONGWOOD. FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Wed Feb 26 11:16:29 2003 Page 1 1-5-0 5.7-1 9-10-13 I i 1-5-0 5-7-1 4-3-12 Scale • 1:18,4 2.12 12 4 fd 3x4 3 B 2 Li J 2x47 8 5 3.4 = 3.4 = 5-7-1 9-10-13 9-10-15f 5-7-1 4-3-12 0-0-2 LOADING (psq SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.12 6-7 >975 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(TL) 0.02 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-7-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=297/Mechanical, 2=513/0-11-5, 5=442/Mechanical Max Horz 2= 1 49(load case 2) Max Uplift4=-250(load case 5), 2=-274(load case 2), 5=-136(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-8=14, 2-8=14, 2-3=-1549, 3-4=38 BOT CHORD 2-7=1505, 6-7=1505, 5-6=0 WEBS 3-7=160, 3-6=-1555 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph: h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 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 250 lb uplift at joint 4, 274 lb uplift at joint 2 and 136 lb uplift at joint 5. 4) THIS TRUSS DESIGN 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: 1-8=-74.0 Trapezoidal Loads (plo Vert: 8=0.0-to4=-183.1, 2=-1.7-to-5=-49.5 Junaidie Budiman, Lic.x451 MiTek Industies, Inc. 14515 North Outer Forty Dri v Suite 300 Chesterfield, MO, 63017 Cert. #6634 rr A WARNING - Verj fy design parlarrseters and READ NOTES ON TIHS AND REVERSE SIDE BEFORE USE. esisswis Design valid for use only with Mfiek connectors. This design is based only upon parameters shown, and is for an Ind K4duol building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Indtvldual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, W D'Onohlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of CL truss and vertical web. 0 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOIW FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 49224eSBCCI87206, 86217, 9190 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® TM PANEL CLIP FORM018,019 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. - 15. Care should be exercised in handling, - erection and installation of trusses. I Mitek Holdings, Inc. Truss Truss Type Oty Ply '2289 A ELEV. W/ PORCH 14535664 S ROOFTRUSS 2 1 MiTek Industries, Inc. Wed Feb 26 11 1-5-0 5-2-5 i 9-10-13 LOADING (psQ SPACING 2-M CSI DEFL in loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=311/Mechanical, 2=523/0-5-11, 5=429/Mechanical Max Horz2=307(load case 2) Max Uplift4=-291(load case 5), 2=-242(load case 2), 5=-157(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5-6=0 WEBS 3-7=166, 3-6=-941 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MWFIRS 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 291 lb uplift at joint 4, 242 lb uplift at joint 2 and 157 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-2=-74.0 Trapezoidal Loads (plf) Vert: 2=-4.4-to-4=-183.1, 2=0.0-to-5=-49.5 IyScal. a Junaidie Budiman, Lic.#4 516 1 MiTek Industies, Inc. 14515 North Outer Forty Dr vi Suite 300 Chesterfield, MO, 63017 Cert.N6634 A WARNING - VeWy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mlfek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installinq and Bracing Recommendation available from Truss frbPlateInstitute, 583 D'OnoDrive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A.. 0 Q 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of 0 truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mirek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke N FORM01 B4O1 V General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 'rf no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ob russ truss type JUNAIDIE BUDIMAN PE #45161 ty PIY 16472 Segovia Cir. N. 12177537 DR2289A FG23A FLOOR Pembroke Pines, FI 33331-4627. 1 opt ona— ArCU-SPAN-T 1, LONGWOOD, FL, MiTek Industries, Inc. s Aug 20 2001 MiTek Industries, Inc. Wed Mar age 3-11-0 7-8-4 11-5-8 15-2-12 19-0-0 , 22-11-0 3-11-0 3-9-4 3-9-4 3-9.4 3-9-4 3-11-0 Scale 1:39. 5x6 = 2x4 II 5x6 = 2x4 II 4x8 = 2x4 II 4x6 = 1 2 3 4 5 6 7 13 12 11 10 159 8 3x6 II 5x8 - 2x4 II 4x6 = 7x8 = 4x10 = 3x6 II 3-1 1-0 7-8-4 1 1-5-8 1 5-2-12 19-0-0 2 2-1 1-0 3-11-0 3-9-4 3.9-4 3-9-4 3-9-4 3-11-0 Plate Offsets110:0-4-0,0-4-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.54 10-11 > 504 M1120 249/190 TCDL- 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.74 10-11 >366 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANSI95 Matrix) 1st LC LL Min Well = 480 Weight: 240 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D 3-13 2 X 4 SYP No.2D, 5-11 2 X 4 SYP No.2D 5-9 2 X 4 SYP No.2D, 7-9 2 X 4 SYP No.2D REACTIONS (lb/size) 14 = 1378/0-6-0, 8 = 1859/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-14=-1084, 1-2=-3957, 2-3=-3957, 3-4=-7771, 4-5=-7771, 5-6=-5807, 6-7=-5807, 7-8=-1562 BOT CHORD 13-14=798, 12-13=7695, 11-12=7771, 10.11 =8538, 10-15=8538, 9-15=8538, 8-9=800 WEBS 1-13=3264, 2-13=-240, 3-13=-3867, 3-12=505, 4-11 =-273, 5-11 =-791, 5-10=428, 5-9=-2818, 6-9 = -239, 7-9 = 5166 7-61 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed with ANSI[TPI 1-1995 criteria. 5) 2-ply truss to be connected together with 1Od Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0.9-0 oc. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 757.0Ib down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. `p1 13 47) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. + ....... LOAD CASE(S) Standard 1) Floor: Lumber Increase = 1.00, Plate Increase = 1.00 • LUniformLoads (plf) N0 45161Vert: 1-7=-100.0, 8.14=-10.0 Concentrated Loads fib) b•' MATE OF41Vert: 15=-757.0 1t_ OR vo,,' OVAL March 1312002 A WARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid tot use only with MITek connectors. This design b based only upon parameters drown, and Is tot on Individual building component to be Inslolled and boded vertically. Applicability of design parameters and pfopet Incorpatalbn of component b msponslbillly of building deslgnet - not truss deslgnet. Bracing shown Is for btetal support of Individual web members only. Additional tempotary bracing to insure dob®ty during condructbn Is the tesponslbillty of the etectof. Additional petmonent bibcing of the ovetas shuctufe Is the tesponstbtMy of the building designer. For genefol guldonce tegafding fobrkatbn, quality control, stofoge, desvety, erection and btacing, consult OST-W Quality standard, DSB-„ Bracing Specification, and HIS-91 iTek® Handling Installing and Bracing Recommendationavasm R ablefroTrussateInstitute, 593 D'Onohb Drlve, Madison, Wl53719. M Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T o QLj": 0 For 4 x 2 orientation, locate plates/a" from outside edge of o truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko n AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. lIllilill TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, , erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM019,019 HYDRO -AIR Job 1 russ truss type ty y ORTON 2289 A JUNAIDIE BUDIMAN PE #45161 12177535 DR2289A FG19 FLOOR 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) LONGWOOD, FL, MiTek Industries, Inc. 1 s Aug 90 9001 MiTekIndustries, nc. Wed Mar 13 0 :51:20 2002 Page 3-4-0 6-6-4 9-8.8 12-10-12 16-1-0 19-5-0 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Scale = 1:33.3 2x4 II 5x6 - 2x4 11 4x8 - 2x4 II 5x12 11 1 7x8 - 2 3 4 5 6 7 v 13 12 11 10 9 15 3x6 11 7x8 = 2x4 11 4x6 = 7x8 c 7x8 0 3-4-0 6-6-4 9-8-8 12-10-12 16-1-0 19-5-0 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Plate Psets(10:0-4-0,0-4-81 LOADING (psf) SPACING 2.0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.46 10-11 >495 M1120 249/190 TCDL. 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.63 10-11 >360 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/deft = 480 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-5 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D REACTIONS (lb/size) 14 = 1065/0-6-0, 8=1593/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD 1-14=-851, 1-2=-2577, 2-3=-2577, 3-4=-4771, 4-5=-4771, 5-6=-2924, 6-7=-2924, 7-8=-931 BOT CHORD 13-14=513, 12-13=4726, 11-12=4771, 10-11 =4750, 9-10=4750, 9.15=564, 8-15=564 WEBS 1-13=2160, 2-13=-220, 3-13=-2253, 3-12=296, 4-11 =-260, 5-11 =21, 5-10=178, 5-9=-1907, 6-9 = -239, 7-9 = 2464 15-4) 11 This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. 4) Special hanger(s) or connection(s) required to support concentrated load(s) 564.01b down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1) Floor: Lumber Increase = 1.00, Plate Increase = 1.00 Uniform Loads (plf) Vert: 1-7=-100.0, 8-14=-10.0 139tConcentratedLoads (lb) Ott+ CC`JJ jj Vert: 15=-564.0 t ' Rio. 4 5161 STATE OF ANAL March 13,2002 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with MITek connectors. Thb design Is based only upon parameters shown, and Is lot an individual bulding component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Isrespo ty of building designer - not truss mi! designer. Bracing shown Is lateral support of Individual web members only. Additional temporary brachg to Insure stability during consPuction It the rbIs oftheerector. Additional permanent bcing of the overall structure the tesponsZOry of the bulling designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracVrg, consult OST•88 Qualify Standard, OSI.89 Bractrsg SpeeUleaflon, and NIB-91 M iTek0 HandlingInstallingandBracingRecommendallonovallabbTrussRhornateInstitute, 58b 3 D'OnohDrive, Madison, W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 1'/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 Q other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i „ , ; ; Q joint and embed fully. Avoid knots and wane plates I/e"from outside edge of o a ti Z at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from c panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MtTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General PYWEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4eunlessotherwisenoted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised in handling, ; PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 NYDRO,A1R® RAff1iffem 13-4-0 BRIG.IN ENTRY 9-4-0 W A R N I r1-: ALL BEARING WALLS TO BE PLACED I J. L 1 PLY HGR. I C TI C E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. ' d, IS 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS' WALLS SHOWN ARE TO BE BEARING.. 3 PLY HGR. L SIGNED APPROVAL: X JOB NUMBER: DR2289AP DATE: 3-20-03 PITCH: ) LOAD:SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 6- H: 12' 407-321-1440 BY: T.H JOB NAME: 2289 "A" ELEV. W/ PORCH (GABLE) BRG: BLOCK 4,{n• 1 .: 1,t. to ++ p _ wA 41 , o U d F 4:t? 6_1 1 U) Ccy- J N IST FLOOR BRG. @ 8-0-0 j J 0 3 T23 U O0 T23 s s cu T 2 3 Ili xG23A -- ---- NOTE: PLACEMENT MAY VAR DUE TO FIELD CONDITIONS A/C PLUMBING ECT. SEE INSTALLATION GUIDE L • wIf. II n Fit n 10-0-u TG 19 T19 OD Li as I T 19 I pro _.__ --• Y I J T19 L f i I T19 TT19 o=o TRIM IT FLOOR SYSTEM WARN'INlC: ALL BEARING WALLS TO BE PLACED IJ (_ IUT FACE/MT I I 1 — - - -- CTICE REVIEW ALL SPAN DIMINSIONS--BRG. WALLS IPRIORTOSETTINGTRUSSES.. d. d MIT TOP/MT . 'ENGINEERED DRAWINGS--LOADING--PITCH AND OVERHANGS WALLS SHOWN ARE TO BE B EARING.. -- _ I'd L SPC (SIGNED APPROVAL- X_ CCU SPAN JOB NUMBER: DR2289.''• DATE: Av 407-321-144 CUSTOMER: D.R. HORTON soo-33o-a000 BY:Dfl, JOB NAME: 2289 >,