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Home My WebLink About268 Clydesdale Cir 03-1520 New SFHPERMIT ADDRESS N 1p . CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 r' tLVELECTRICALCONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # O 1 S C Q\ DATE `I PERMIT DESCRIPTION 7 f P, UQ PERT VALUATION \d C C bMIlSQUARE FOOTAGE S CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the bu.ildi.ig located at 268 CLYDESDALE CIR for which permit 03-00001520 has heretofore been issued on 4/11/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as ..,.e-, complies with all the building, plumbing, lect-rickl, zonirig 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: Finaled ice` ZONING: Inspected UTILITIES. Water Lines In eC Meter Set Reclaimed Water FIRE: Inspected Sewer Lines In Sewer Tap ENGINEERING: Street Drainage m 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 5/16/03 5/21/03 4/11/03 5/28/03 4/21/03 4/11/03 4/11/03 4/11/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton 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 NRRYOW NORSE, CLERK OF CIRCUIT COURT SEIIINOL.E COUNTY BK 04775 PG L600 CLERK'S # 20030599J5 RECORDED 04/10/M3 10sWsW AN RECORDING FEES 6.00 RECORDED BY N Nolden 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 property: Lot(s) 23, 25, 26, 28 & 50 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 th 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 in Section 713.13(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 a different date is specified): D.R. Ho , Inc. 0 by: R-615trt A. LawsoTffAssistantSe-c-retary 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., aaeelaware Corporation, on behalf o the corporation. Fie/She is personally Gown to me. Notary Public, State and County Aforesaid Qotqyi gn_aturc Notary Seal 1ARYANNE MORO- CLERK OF CIRCUIT COUK/ SEMINOLE COUNTY. FLARW 00(m CLERK APR aj 0 au Y OF SEMIN0LE InyA T FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75354 ` DATE: Tr_7---- BUILDING PERMIT NUMBE ~' COUMTY NUMBER: UNIT ADDRESS-. TRAFFIC ZONE: JURISDICTIONx SEC: TWP: RNG: PARCEL: _______________ SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGEo BLOCK: LOTx OWNE NAMEx ADDREI S: APPLICANT NAME:.... ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House ` TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction ~ FEI BENEFIT RATE FEE UNIT PATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT .OF UNITS / ROADS ------------------------------------ ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.0.) ROADS LIBRARY CO -WIDE O CO -WIDE O STATEMENT - RECEIVED BY: PLEASE PRINT NAME) dwl unit $ 54.00 1 $ '^54.00 dwl unit ° j-' . , . 384 0O 1 $ 1 384 O0 AMOUNT DUE $ 2,285.00 NOTE TO RECEIVING SIGNATORY/APPLICANT: ENSURE TIMELYPAYMENT MAY RESULT IN YOUR DAT& FAILURETO NOTIFY OWNER AND LIABILITY FOR THE FEE. **** DISTRIBUTION: 1- COUNTY ` 3-CITY . 2_APPLICANT 4-COUNTY NOTE**.^z PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OROWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING . A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE, COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP: OR REQUESTED, FROM THE PLAN IMP\-EMENTATION OFFICE: ' 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TOx CITY OF SANFORD BUILDINGTEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 22771 PAYMENT SHQULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE / \.\ THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP' LEFT OF THE NOTICE. . ` THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** _ CITY OF SANFORD PERMIT APPLICATION Permit No.: l) 3 1 Date: Job Addmss: a Permit Type:. Building Electrical Mechanical Plumbing Fire AIuuJSprtakier Description.of Work LF. Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration —Change of Service Temporary Pole —New AMP Service (9 of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines S1C-4dc Occupancy Residential —Commercial Industrial Total Sq Ftg: = 216 ' Value of Work: 5 P Y Type: < , < I Type of Construction: .8k)- Flood Zone: Number of Stories:_ Number of Dwelling Units: -t Parcel No.: Attach Proof of Ownership & Legal Description) Owner/ Address/Phone: HOL-JQt) S 0 `Uq l e S'-1 -q 1 O I - p2 LDo1nN`sYJ Contractor/ Address/Phone: A iCt a> *U, -g101 State Licenso Number. Cff— O S5 Contact Person: I nTR CO 0 Phone & Fax Number. O} %' - ka 2-6 gZZ23 Title Holder (If other than Owner): N /k Address: Bonding Company: N1 Address: Mortgage Lender: S N Address: Architect/ Engineer A.B. N `r,O Ccc jp Phone No.: Address: 9flt N SR • 34 S;, . l 1511 I 1 A-l&q)t3—kr, . R 32a \ T Fax No.: - 4 - 4 0 Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVMYIENTS 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%,ernmental cntitics such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 101 % Signature of Owner/Agent Date Signature of Contractor/A Date r f Lon Print " / Ageut's ame Print ctor/Age 's N Simmture of 'A Date Signature of Notary -State of Florida Date UhrJt-. i......_ -- PATRICIACOULTON NOTARYPUBLICSTATEOFJ:LORIDA COMMISSIONNO. D0134330 MY COMM155I21 r• Y 26 00! Owner/ Agent is _ Produced ID Personally Known to Me or APPLICATION APPROVED BY: 4 /,Yr PATRICIA COULTON NOTARY PUBLIC SPATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION FXP.IULY 26,2006 Contractor/ Agent is , Personally Knotatt to Me or Produced ID Date: c2 - ,- S-- 3 Special Conditions: D BUILDING DIVISIONCITYOFSANFOORRESIDENTIALBUILDING PERMIT SU BMZTTAL REQUIREMENTS F I Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertyliliesforpermitforstructures (not fences) 2 Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: I ' (zes for all bearing wails. Provide side view details o a Foundation plan indicating footpns, of these footers with reinforcement bar replacement. ions And b. Floor plan indleFil dodoor, interior Rla d ortopening sizc smsmoke detector, room dimensions, location(s), lnndings, decks And;stnlrs. Bathroom fixtures and distances from walls are to be shown. Note the Stnte of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, PArt 5) C. Elevloon tions ofelevationlheightiorAs perlls) cast, west, north And south. City Engineering Department ornish floor subdivision plat. d, Cross sections of nil wall sections to be used In the structure. Bearingnon-benring inter and exterior. Show nil components of wall section. e Framing plan for floor joists where convcntlonally framed. Plan toIndicatespnn, size and species of mnterials to be used. O f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. O h, Square footage table show(ng'footagcst S.F. Garngcs/Carports S.F. Porch(s)/Entry(s)—S.F. Patlo(s) Conditioned structure S.F. Total (Gross Area) 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 Official or his representative. 5, Other submittal Documents: p A. Utility letter or approval when public wnter supply rind/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at- 400 W. Airport 131vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for dctalls regarding the arbor ordlnance and permit. 6. Application to be completed thoroughly And signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR LEI 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 UYON COMPLETION OF CONSTRUCTION I. Footcr 2. Underground, clectricnl, mechanicnl And plumbing 3. Foundation elevation survey 4. Slab I' S. Lintel- tie benrhs - columns- cells 6. Rough electrical 7. Rough mcchnnicnl S. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, wnlls and/or ceilings 13. Electrical final, mechanlcnl final and plumbing frnnl 14, Building final i5. Other DATE SIGNATURE By Owner or Authorl a Agent) 1-7A P S PEST G O lT•RQ Sentricon* Colony Elimination System Pretreatment Plan Agreement Dnte of install : Contract Number PUCHASERS NANM AND ADDRESS City/State/zip Phone S, Email 0Sez tricon' t«,y.ettm,auon r Quarterly Payment Amount First payment due on the Install Anniversary Date) 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 &c Email 1 iNST,ILLATION ADDRESS: SPECIAL, OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: DA-NTAGE 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 and pa} the cost of labor and materials not to exceed 51,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVE. LN TFIE RELATIONSHIP OF THE PARTIES. pox Representative Signature Date Customer or Agent Signature Dnte pex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all 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 balt; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmay-bg maintained for the LIFETIME of the identified property subject to the terms and conditions of thisagreementforSw ';a c:r" er quarter (3mo period) payable on or before the end of the previous monitoring period. AftertheCifthveer, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per dear. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing waterunderpiertypestructure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or undertheareas) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. Failureof :apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this parngrnph. DISCLAJNTER: COMPANY DISCLAIMS ALL OTHER NARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANNTES OFMERCHANTABILITY, FITNESS FOR A PARTIFURTHER, COMPANYCULAR PURPOSE, OR WARRANTY OF tiV0HASMADENOAFFIRiYIATIONOFFACTORPROMISERELATING TO THELPRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORA-MIOUNTED TO AN EXPRESS WARRANTY. Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex fornegligence, 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 nocventshn11ApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmentiavhaveand (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, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSBvspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract anti apply without exception. 1. DONVELANCO OWNERSHIP OF SENTRICON' SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, 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 expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrieve from the Customer'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: (1)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 of controlling certain termite Infestations of certain structures. 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; (4)if 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;_ (5)retrieve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (])grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval 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. ADDITION'S AND/OR ALTERATIONS This Agreement covers the Structures) Identifled herein as of the date of the initial Installation. Prior to; (])the Structure(s) being structurally modifled, altered, or otherwise changed or; (2) to any termiticlde being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting 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. Additional 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`tAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any par, of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work is performed except those damages resulting from gross negligence on the part of Apex. P;Y,NIENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In lerritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex mad tt•Ithout notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue a: 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, whether 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 Agreement i held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in fall force ant effect. CHANGE IN LAW. In the event of a change in applicable law as It pertains to the services promised herein, Apex reserved the right t 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 fulfillin Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, stHke embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Ape kpex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not t responsible for; (])termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alteration 3)termite damage resulting from direct wood to soli contact; (4)furniture and contents; (5)areas of existing damage unless areas have bet repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunde Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures f. commercial arbitration of the American Arbitration Assoclatlon or any successor organization, and In accordance with and subject to all c 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. T proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual bas and not n class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties a 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 relieved of any liability hereunder if Apex determines, In its sole discretion, that It Is unable to prevent or stop further damage to Prope 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 writlnQ The Apex Corporate Office. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the identif Property for any purpose contemplated by this Agreement, Including but not limited to re -Inspection, whether the Inspection Nyis requesbytheCustomerorconsiderednecessarybyApex. LIi`IITED 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 It M transfer fee payable to Apex withinthimI) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area508SPlumosaSt. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, FL 33510407459-2847 407-858-0540 813-221-2847800-929-2847 888-764-2847 877-459-2847 Limited Power Of Attorney I hearby name and appoint: Craig CoultorM each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Building Dept. of: c t, o' ' 1 For a residential permit for work to be performed at: Lot # : 95 r?— 2 Subdivision : 41.1--Pus Address: 2G And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 CYa55 h Contractor State Registration Number 4ittz,'re4of Contractor This foregoing instrument was acknowledged before me this: Date: fj I C1 O By: Richard B. Ladd ( Contractor ) Who is personal) known to me. State of Flo da County of range Notary Public Signature OFFICIAL NOTARY EAppT ,,CIA COULTON NOTARY PUBLIC STATE OF FLORIDACOMMISSIONNO. DD134330 MY COMMISSION EXp. IDLY 26 Notary Seal 1 l 0A1`1NQjW P.O. Box 2847 SANFORD, FL 32772 PHOrJi; 11 (407) 330-5630 F'AX // (407) 328-7367 APPLICATION FOR U"I'II,I"I'Y SIsIZVICI AC('OI )N'I (FULI, NAME) AA n tr r SI.•:RVICI: ADDRESS---- i`1AII.ItJ( /\I)DRI;SS(625G L 4 _L 1 7lcz.. p %[I, 32 1' UItN ON f)A'I'E SINGLE FAMILY IESIDENCE M / ULTI-FAMILY RESIDENCE UW' r( A 1_ COMMERCIAL WORKttlm+ F,S —ci 10 1 SOCIAL SECURITY# HOMEif (\)- R OWNER OF PROPERTY (•12. }-4pr>. I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. IAGREETOFOLLOWALLCITYRULESFORUTILITYSERVICEANDTOPAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDEPROPERIDENTIFICATIONANDANYOUTSTANDINGCHARGESMUSTBEPAIDAlTHETIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY ALLOUTSTANDINGCHARGES. I UNDERSTA(N) THATINON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE. SIGNED., DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL_ $ CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR 0ATr_ D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD..CHECK LISTersqO(, LOT #,ro r:2 SUBDIVISION:, BAKERS CROSSING ADDRESS 2.(C8 C kj0e( >DAV Ga, 5AN*CAI BUILDING APPLICATION V POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS i 32 i3 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 T11 APPEx CONTRACT , Sri Um, Cvle,/ 1 , _ :1 J N® "" pp 5 16u d ce&t1 Since 1978 March 31, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter Bakers Crossing 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 25, Bakers Crossing, Phase 2, 268 Clydesdale Circle 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. 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com 0p ppi 16u,G e t, Since 1978 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. WITNESSES: Patricia Coulton Printed/ Typed Name Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owner) Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 31st day of March, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is personaIy known to g3e,,or who produced their Florida State Identification. Notary Signature OTARYSEAL F-:ATl,ic ccULT iV NOTARY rtfF IC STA.e .0 FLORIDA COMMISSION NO. DD134M MY COMMISSION EXP. JULY 26 2W6 Notary Stamp 6250 Hazeltine National Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com Q D41-HORMNT March 31, 2003 Russ Gibson City of Sanford Dear Mr. Gibson, Westlake Plantation, L.C. stated to you in a recent letter that the following work will be completed at Baker's Crossing: 1. Structure for 84" pipe in question will be modified per a design by Neil Hiler, approvable by the city staff. This will eliminate any question of its longevity. 2. They will install a rear yard drainage system per their dimension for the other. two blocks in Baker's Phase 1 impacted by A/B drainage. DR Horton understands that .with that letter The City of Sanford has agreed to release building permits in phase two of Baker's Crossing. Please consider this letter confirmation that D.R. Horton will ensure the above work is completed by the Developer of Record, Westlake Plantation, L.C. Furthermore, D.R. Horton understands that until the developer completes the above - mentioned work there will be a hold on the issue of certificates of occupancy for homes located in Phase II of Baker's Crossing. D.R. Horton, Inc. Division President 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 5-06-20.3 7 : 09Ar•i F kUM w !ors•:•i - trxr:v+!r.<.r'.r;r.,:...,,,;u. .. ,. •v- .:,. Permit p : 0 3/—r71 2-0 Job Address: al/(1 CrrY OF SANFORD PERMIT APPLICATION Z Date: -5 n Do Cr , LO+E- 22--S: Description of Work: VC t i C. C• \ i1;31t4o f pis{Ileti 7.rmpigp: Value of Work: S Permit Typci Building_ 6lcctrical Mechanical Plumbing Fim Sprinkler/Alarm Pool Electrical: New Service - a of AMPS _J15 0 Addition/Alleration Change of Service Temportry Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Qlc. Required) Plumbing/ New Commercial: iA of Fixtures p of Water & Sewer Lines # of Gas lines Plumbing/New Residential: Of of• Water Closets Plumbing Repair — Residential or Commercial ' Occupancy Type: Residential 1, Commercial Industrial Total Square Footage: -- Construction Type p of Stories: is of Dwelling Units: Flood Zone: • (FENIA form requirud for other than X) Parcel r: bk Attach Proof of Ownership B, (xgal Dtzcripilon) L (!/ Qwncra Name & Address: t _ - " - S /! e t D r. t- 3 Phnnr: S: 7_ to LAS Contractorcter arc _ y 'L ContAddreu[ e Sutc License Numhcr• Contact Perron: Q Phonc:L(iCU3L Phone At Fax: qu7 3 y (i 4 _ _....f Ilionding (: nmpany Address: —, , . Mortgage Lender Address: - — Phone. ArcbittcVEngineer: -- Fa a: AdJrros: -- Application is hereby =de to obtain a permit lu do the work and installations as indicated. I certify that no wink or installation has conunenced prior to the issuance of a permit and that all work will be perfnrrnod to meet standards of all laws regulating construction in this jurisdiction, l understand shut a scparatc permitmustbesecuredrotELECTRICALWORKPLUMBING. $IONS, WELLS. POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, cie. Q ER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicoble laws rcguiating consrrvcrionandtoning. WARNfNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFiN-f MAY RESULT IN YOUR PAYNG TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAN FiNANCNG. CONSULT WrM YOUR LENDER OR AN ATTORNEY BEFORE REC:ORUNO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to she requirements of thin permit. there may be additional restrictions applicable to this property that may be found in the public records of thiscounty, and there may be additional permits required fmm other governmental erintim such a5 wtcr munogem rat districts, state agencies, or federal agencies. Acceptant of perinit is veriricution that I will notify the owner of the property of the requirements of 1:10ri4s Uen Law, FS 713 tgrsaturo of Owner/Agent Date nuturt of Connactnr/Agcnl OaLiLvi fps Print Owner/Agcnl's Nome Print Cuntmx-or/._gcnt's N me Signature of Nulnry•Surr. of Florida (atu Signature of Nu $Isle tit F1ortJe Uute IwncdAGcnt is Patuniiiy Knnwn to Ma yr ('Uutraelnr/Agent a ZPvrirw3dy Known tv Mr o, YruJuCed I API' LI('A1'IU\' Alrl'I(OVf.0 By' Ilidg: _......— Inil: ol & Iblc) (Intlial & Ojlc) llnrtul 4: O'dic) (hrnal S Ua:c 0e' 04re,MARIE A. ZETTLEMOYER MY COMMISSION # CC 855100 qg Ov y i ei p EXPIRES: Jul 15, 2003 1- 000•&NOTARY Fla Notary Service & Bonding Co. 3' C11 OF SM Permit GmW:.. T h 6: 6 n d o t s I iwh -0-- y,app Owners. Name:.M_.e Address' of Job:" X. 1 I... A FORD ELEPTR "PER APPLICATION MIT. vNit ies iqr a permit to irmaii the fotiowing etectdcai: zz-: V,—, X Non- ReMdehtiak L r Number Amount Additloni, Alteration, Repair iResidenflal & Non -Residential) New. Residential: AMPSerVlCe- te:.) Ur P 7 PA M P 60VCI Change 9f.Servlce:-t,: Fmm AMP Seivice to WNW—W-8.. 7j7. . Manufactured: Building..,.,.* =77 r Derscrlptlon. qUWork:-- -iT4491".Z; 7- 777777- 777 A atlow pp"c 10.00 r. TOTAL DUE: ...... SO r 00 7 By Signing this application 1. am stating that. I ai 1n,corn glancewith City of Sanford Elect . dcal Code. V can S ature N" A""K 46.0, jN.A,V 3:4 State License Number A n+ i rtw ty3A., • !a:' Lr F rb R'i.aVf , ... ia'a'"'hTri';{.c y rr1 i y';#,xr• jyjs:Et: O ` CrrY;OFSANFORDPERMIT APPLICATION d Permit # Job Address / JJ / at Ll & / /, L 6 /Di 1./.li Description of Work: Historic District: Zoning: Value of Work - Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI. . Electrical: New Service — # of MPS Addition/Alteration Change of Service Temporary Pole Mechanical~! Residential L Non - Residential Replacement New (Duct Layout & Energy Chl Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair— Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for weber than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name &' Add Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer Address Contact Pc State License Number: Phone: Fax: ne: 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 perforated 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 mi9INGONSU a in co liance with'all'applicable laws regulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTIC OF NC NT MAY RESULT IN YOI:1T< I'Ai'QJG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN ANCWITH YOUR LENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. . NOTICE:.In addition to the requirements of this permit, there maybe additional this county, and there may be additional permits required from other govemmen Acceptance of permit is verification that I will notify the owner of the propergfof the Signature of Owner/Agent Print Owner/ Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Produced11) Personalh < no%% n to Me or APPLIC A110N APPIWVED BY: Bldg: Initial & Date) Zoning: this Averri that ties such akl ter maAgement districts, state ofOorjda Liert' Law, FS 713. in the public records of cies, or federal agencies. Signature of Con ctor/Agent Date ROBERT G. DELLO R USSO l m ContractorAgent's Name l Signature of No_.y•State of Florida Date Contractor/Au:-: a _ Personalk- Known to Me or Producr :D Initial & Dale) FD: _, Initial & Date) ( In ial & Datc ipecia! Conditions: L MIRINDA C. TURNER n`: MY COMMISSION # IV 212893 EXPIRES: June 14 2007 llmo Thro Notary Public uraerwdcers E e &,fe•O- a (, e, (-Vdql arm AM, asroN au our, INC, L rw 44M 00is; mr rwa WM " -fori 200 A UNDERGROUND METER BASE-i 2• NIME 2" CONDUIT BY FPC 225 A RAINTIGHT MULTI CKT W/1 $0 A MAIN BKR. Ir r,-o CKT I .UG 201: AMP I'alOE NSIDE PANEL L ARAG AREA. 2/0 ALUM,SER CABLE L;GH 114INO ARp1:;;TOR 4 BARE CU TO ';POUND 8 FT. GROJ1 )DING ROOS 8 FT, APART 1/16/02 E LE"=TR C A L '.R I S E R NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALLCOVPLYW/ APPLICABLE :'ROVISICNS OF THE NATIONALELEC, CCOE, LOCAL. CODE::, AND THE LOCAL POWER : QLOADCENTERSWILLBEc:; E. OR EO. 00, A K R ,%S r 0 CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: Date: ~ 11 P1.9 The undersigned hereby applies for a permit to install the following plumbing Owner's Name: -)) . P_ . " a t n c . Address of Job:2 2 LUi __.CC L", Z ( Clyc4n}dFle Cr. P.O. BOX 620027 - Plumbing Contractor: 9UIED0, FLORIDA 32762 ^^n'' 407) 366-3994 Residential: Non -Residential: Number Amount Addition, Alteration, Repair Residential & Non -Residential) New Residential: One Water Closet S Additional Water Closet 2 Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: 10.00 TOTAL DUE: Z By Signing this application I am stating that I am in compliance with City of Plumbing Co, Applicant's Signature .I-t, P79 State License Number ADVANTAGE PLUMBING, INC. P.O. BOX 620027 OVIEp0 FLORIDA 32762-0027407) 366.3994 QAI ,` PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the bu.ildi-ig located at 268 CLYDESDALE CIR for which permit 03-00001520 has heretofore been issued on 4/11/03 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 4/11/03 4/11/03 4/11/03 4/11/03 4/11/03 4/11/03 4/11/03 4/11/03 279.61 91.93 13.92 847.00 13.93 1384.00 650.00 1700.00 IDR -0YN a ffl LCK-O--9lt) OWNER BUILDING OFFICIAL / DA E CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: - c93 -C3 PERMIT #: O :> ADDRESS: CONTRACTOR: \ l R V oAci 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. Engineering JPublic Works Utilities 7% Z:V03 El Fire n Zoning n I Licensing I i CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) @Za --7 1 LLn 4- CERTIFCATE OF OCCUPANCY w%o REQUEST FOR FINAL INSPECTION 7/1q SINGLE FAMILY RESIDENCE**** ' ` ej,- DATE: - a 2D -03 PERMIT #: O ADDRESS: CONTRACTOR: PHONE #: yy`1 - 8 a - y 8 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 3 Fire o z' P Ti- o gublicWorks "'"4'"S gZonin n Utilities OLicensing n (A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE:'-1 PERMIT #: O - lSc- ADDRESS: a U CONTRACTOR: P PHONE #: yy`1 - 8 a - o - 01 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 Fire n I Public Works Zoning n Atilities 4 Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 4IZ- 44o3 LMBC0401 CITY OF SANFORD 7/23/03 Address Misc. Information Maintenance 16:41:07 Location ID . . . . . . 251615 • - Parcel Number . . . . . 18.20.31.•'-0000-0250 Alternate location ID . . Location address . . . . 268 CLYDESDALE CIR Primary related party . Type information, press Enter. Special Sequence Code(F4) App Free -form information Date notes 1.00 CSVC UT 3/4" WA METER SET FEE $190.00 PD 4-11-03 41703 _ O CSVC UT REC 3 _ 4. _ 50 _ 7.7M _ More... F2=Address F3=Exit FS=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires July 31, 2002 ELEVATION, CERTIFICATE Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 268 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 25, 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: El GPS (Type): e - ##' - ##.##" or ##.#####1 NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2• COUNTY NAME I B15TATE SEMINOLE COUNTY 120M SEMINOLE B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTNEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of floc ft) 0045 E 4/17195 4117195 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 Construction' ® 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 bang completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-aA below acoording 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, oonved 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 NGVD29 Conversion/Comments _ S Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No u a) Top of bottom floor (including basement or enclosure) 37. 9 ft.(m) o b) Top of next higher floor 47.3 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. 0.(m) o d) Attached garage (top of slab) 37. 3 ft.(m) 00 E 1 u e) Lowest elevation of machinery and/or equipment w servicing die building (Describe in a Comments area) 37.1 fL(m) E o Q Lowest adjacent (finished) grade (LAG) 35.8 ft.(m) o g) Highest adjacent (finished) grade (HAG) 37. 9 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 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 line or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JP, LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS pp CITY STATE ZIP CODE 320 E. SOUTFhSTAEn. i5S11E.180) ) ) /l l I ORLANDO FL 32801 SIGNATURE I 1 I` I I' IA II n 10, 1 f ITEII , l TELEPHONE A ( 407) 426- 979 FEMA Form 81-31. JUL 00 1 V SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance C npany Use: BUILDING STREET ADDRESS (Indudir g Apt, Unit Sui e, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 268 CLYDESDALE CIRCLE CRY STATE 71P CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, 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 —seepages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) F2. The top of the bottom floor (including basement or enclosure) of the building Is _ t(m) _in.(kxn) El above a below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ fL(m) _in.(c m) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommunity's floodplain management ordinanoe7 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.b 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 knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP 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 oommunitys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a fioensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone AD. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. 4 PFRMrr Nt IMRFR I G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ft.(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, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT OF SURVEY DESCRIPTION' (AS FURNISHED) LOT 25, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 67, PAGES 97-99, OF THE. PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REOUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1 " = 30' GRAPHIC SCALE 0 15 30 LOT 24 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA PAUL J. HANLEY AND KAREN L HANLEY CH MORTGAGE COMPANY, I , LTD. NOTE: 1. 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 07-23-03, UNLESS OTHERWISE SHOWN. 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 THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 COATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROCAS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 25 AS BEING N89'33'46" W PER PLAT. FIELD DATE:) 4-21-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM 5.0' — Ld 5.0' NOT PLATTED 50.00' S89'33'46"E LOT 25 \ s e 40.0' 5.0' TWO STORY xa N COCONCRETEBLOCKnpDO k WOOD FRAME a Ln (ziRESIDENCEo FINISH FLOOR ,ri O (4 ELEVATION-37.9 c O N COVERED ENTRY5.3'- 177' r5. 3' c)W :,CONCRETE:- 10' UTIUTY EASEMENT LOT 26 WALK IS ' . °•: ;. ..,. 9": ' W::.`. I WALK IS - - — 1.4' OFF l - ...— y 1.7' OFF N89'36 15TI W :: 50.00' n;o ti0 NlN CENTERLINE OF y1 • N1 RIGHT OF WAY I PI _ 44,26' _ I _ 155.00' 217.51' S 89'36'15" E TRACT "A" per CLYDESDALE CIRCLE Irk 50' RIGHT OF WAY LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE I,_41 EXISTING ELEVATION O CONCRETE LEI LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 FND 1/2"IRON ROD AND CAP LB 86393 (07/23/03) Q FND NAIL AND DISC LB 16393 (07/23/03) O SET 1/2" IRON ROD AND CAPLB86393 (07/23/03) CNA CORNER NOT ACCESSIBLE 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC OEN07ES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA 7 -71S 03 JOB NO. ASM39868 DRAWN BY: PLAN 02-03-03 JML FOR WA, , I % THE FIRM WILLIAM R. M SCATELLO JR. PSMJj49 8 DATE iv1ZK T CITY OF SANFORD PERMIT APPLICATION Permit # :lr 4 n Date: Job Addresses [L Description of Work: Historic District: Zoning: Value of Work: $ l7«0) Permit Type: Building Electrical Mechanical — Plumbing Fire Sprinkler/Alarm Pool. . Electrical: New Service — # 7Nrn-Residential S Addition/Altemtion Change of Service Temporary Pole Mechanical! Residential Replacement New (Duct Layout & ]3nergy Cali.. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wat Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) czznz- Parcel 0: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Contractor Name & Address: r Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: to License Nu Z1075-Es3ocG e Phone: Fax: - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 YOfJR PA VAIG TWICE FOR VAPROVEMENTS 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 Ns property that may be found to the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is veriIttcation that I %%ill notify the owner of the property of the requirements of Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida O%wier/Agent is Personally nown to Me or Produced16_ AITLICATION APPROVED BY: Bldg: Initial & Date) 1pecia! Conditions: Date /$igna o Z cwr/Agent Date obey- be110 -55-o Pri Contractor agent's Nam R[ IA/ -A . --VJ Date Signature of of Florida Date Contractor/Ac;c' ' _ Personali,' Known to Me or Product,' D Zoning: l i::::::s: FD: Initial fi Date) (Initial & Date) (Ir ia I &C Dat: MIRINDA C. TURNER MY COMMISSION # DD 212893 aFf EXPIRES: June 14, 2007 Pf Horded Thru Notary Ptft Underwriters f y LACITY OF SANFORD PERMIT APPLICATION Permit # :© D a _i 0Date: Job Address: Cp -C L 3 Description of Work: LI / D orbo1kt-Al' P,vl fie- a rry i/ . %C3e va ,, . Historic District: Zoning: Value of Work: $(%) 5-'o wodllz%lat Permit Type: Building _iL Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential _--' Commercial Industrial Total Square Footage: 42?1 Construction Type: # of Stories: 2 # of Dwelling Units: _— Flood Zone: (FEMA form required for other than X) Parcel #• Owners Name & Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: ! l ArchitectlEngineer: Address: Attach Proof of wne hip & gal escri on) I s -- v Phone: State License Number: Contact Person: Phone: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, them may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pefmneais veri I wil iotify the owner of the property of the requirements of Florida Lien Law, FS 713. Date! d^/ 02S eta atgn fe,oj,motaryL% ti `WLFtbm4&i F" " Date — C,, , MY COMMISSION Q DD 164260 EXPIRES: November 12, 2006 F c r`po-A' Bonded Thru Budget Notary Services Owner/Agent is _ Personal) Kno'( to _Me or Produced ID - 4 j- - APPLICATION APPROVED BY: Bldg: Zoning: Initi Date) Special Conditions: Signature of Contractor/Agent Print Contractor/Agent's Name Signature of Notary -State of Florida Date Date Contractor/Agent is _ Personally Known to Me or Produced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) CITY OF SANFORD BUILDING DIVISION OWNERIBUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your. own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete; the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances.. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinan s, buildin codes, and zoning regulations. I, Q014 , do hereby state that I am qualified and capable of performing the requested construction invcAved with the permit application filed. I willssume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allow d by law on the permitted structure. Print Owner/Builder Name / Ial tr,NoROPEHCH&6 Date MY COMMISSION t 00164280 AAM EXPIRES: November 12, 2006 H g 8 et t{gtary ServiaaOwn&A0r P . 6'd% renown to me or has Produced ID Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL d Back > 110- a. i i t, Seminole County r' XopertLy proiser CL DALE CIR t lltTKe i 1101 9. Hirst St. Sanford Ml. 32771 407.A65.T StIM1 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-506-0000-0250 Tax District: Si -Number SANFORD of Buildings: 1 Depreciated Bldg Value: $110,885 HANLEY PAUL J & Owner: KAREN L Exemptions: Depreciated EXFT Value: $0 Address: 268 CLYSESDALE CIR Land Value (Market): $10,310 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 268 CLYDESDALE CIR SANFORD 32771 Just/Market Value: $121,195 Subdivision Name: BAKERS CROSSING PHASE 2 Assessed Value (SOH): $121,195 Dor: 01-SINGLE FAMILY Exempt Value: $0 Taxable Value: $121,195 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp WARRANTY DEED 07/2003 05072 0797 $157,000 Improved 2003 Tax Bill Amount: $215 CORRECTIVE DEED 08/2003 04974 1324 $100 Vacant 2003 Taxable Value: $10,310 WARRANTY DEED 04/2003 04788 1517 $224,000 Vacant DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Price Land Method Units Value LOT 25 BAKERS CROSSING PHASE 2 PB 62 PGS 97 - 99 LOT 0 0 1.000 10,310.00 $10,310 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2003 10 2,778 2,321 CB/STUCCO FINISH $110,885 $111,442 Appendage I Sqft OPEN PORCH FINISHED / 33 Appendage / Sgft GARAGE FINISHED / 424 Appendage / Sgft UPPER STORY FINISHED / 960 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JusVMarket value. re_ web. semi nole_county_title?parcel=18203150600000250&cpad=clydesdale&cpad_num=12/ 1 /2003 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 25, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 67, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 4 J, s 1" = 30' GRAPHIC SCALE 0 15 30 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: NOT PLATTED 50.00' S89'33'46"E l01 woo LOT 25 m 5.0' 40.0 W 3 N InCONCRETETBLOCK n CO LOT 24 o EV FR c RRESSIIDENCEME o ` N CN CV m FINISH FLOOR LOT 26 O ELEVATION-37.9 Z O V COVERED w ENTRY Jo• 3' 5.0' 17.7' 5.0' 3' C/W .':no1 RWA Y' D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA PAUL J. HANLEY AND KAREN L HANLEY CH MORTGAGE COMPANY, I , LTD. NOTE: 1. 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 07-23-03, UNLESS OTHERWISE SHOWN. 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 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. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROCAS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 25 AS BEING N89'33'46" W PER PLAT. FIELD DATE:) 4-21-03 REVISED: SCALE: I" = 30 FEET APPROVED BY: WRM JOB NO. ASM39868 FOUNDATION FINAL 07-23-03 CKB DRAWN BY: LOT PLAN 02-03-03 JML J To. UTIU TY EASEMENT: , WALK IS i''s.. c.:: :'.9 ` W:..:a:':-":.. • WALK IS 1.4OFF N89'36 15 W ' I 1. 7 OFF 31 50. 00' el0 nl , tiO Nin CENTERLINE OF PI - 1}. i RIGHT OF WAY 44. 26' _ I _ 155.W 217.$ I' $ 89'38'I5" E 189.26' TRACT " A" CLYDESDALE CIRCLE I8 So' RIGHT OF WAY LEGEND FND 1/2"IRON ROD AND CAP BUILDING SETBACK LINE ® LB /6393 (07/23/03) CEN TERUNE Q FND NAIL AND DISC LB / 6393 (07/23/03) RIGHT OF WAY LINE SET 1/2- IRON ROD AND CAP EXISTING ELEVATION 0 LB /6393 (07/23/03) CONCRETE CNA CORNER NOT ACCESSIBLE o DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES PANT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL C/ W CONCRETE ':ALY. A/C AIR CONDITIONER S/ W SIDEWALK COW CONCRETE BLOCK WALL CP CONCRETE PAD RP RADIUS POINT CS CONCRETE SLAB OHU OVERHEAD UTILITY LINE CCHORDLENGTHIDIDENTIFICATIONPK PARKER KALON POL POINT ON LINE R RADIUS PCC POINT OF COMPOUND CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER 1.516.3 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- ( 407) 425-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. i - 21 03 Fort THE 1 FIRM WILLIAM R. M SCATELLO JR. PSM#49 8 DATE q. 3 i A STEEL 5KIN) r 0".. a..a OR A I / A °E ACRYLIC LIESSECTIOH AVAILABLE -- y 5) NRR WIE SIZES FDR 16• WOE DOOR. ALioORcnb+ ecoIIII III \\kIIIIII \ VIE- c liMmillw7lil Im- Lm- OORTom or I• A L opnoN ONSIDE IETED uxx Pasnom 1 MAX. DOOR WE1M le'-0• NVYgiVADORS IR NOTE 1, FROMr FREE MTN U.V. 1 'K LAC SIB. L ON IP SCREWSMAY . 1 OD. 10L OOOR. S UP m Y-0' FWOH HJONH5r5r OP Si) SECTIONS [51p'N1). Ru9EA REOI" ) R ADAD wr FLUSH OORIIRxSIrNOOa6 OVOI Y-0 1WOH C2HvsT Or (S SOCr10NR5 (riot SNO.H). COATWC OH ORlrSDE SUREKl (BRUT CC Tmax+CD) r0 PSS 00 A f TRA FERI LEA SIUVAA. IHORZON1fAL M165 m N10r IRAHISFDt INTO. n OPTI0NIAA 10 SCER 2• fl.C( 1/e`ACRM1IC LIFE b GA. ASH Sim SKIM SORTED WITH C-40 101E CALVAN2NC, erwED-OH PF ER. AHD, DA 9w®41 POLYESTER POP COAT APPLIED TO DOM SIDES Of STEEL S1O1, SHIP LAP Ja O• TALL U•DAR 20 EA CALv. Sim MN. IUD STROICTI: SO d , I- 1- T/e• r SEERDN A -A (SIDE 4 1 MOLDED WfDDE SEC= a-R LLfE NETOER la. 3/: PAN HEAD SCREW' 10 SCREWS PER LITE) V SNAP LATCH OIGLLS 12 u GEv. Sim HOP ORm WR C- rwc1 SW co' 0. ROLLERBRACET. EACH E or . CCNWEOr DOOR. EACHBRACKET ATTACHED W/(.) 1/ .. S/e' SHUT METAL NrER. sTEL 2 1 1 REVISIONS DATE: ECN NO. APPVD: DESCRIPTION 11/ 00 - MwW I OTY (1) WAS (2) FOR TRACK BOLT 20 G ASH. OD STIES ATTACHED m 0" SKIN WITH PATENTED mC{iOC SYSTEM roe. Sorrow a CEKTE R). AEW g Io u GLv. LISTED r MI . TRA STEEL t, 1. L TRACK m PDsR1oH 0 TvP. 2-1/Y.12 0 POW or (.) TRACK REPORT# 9606C 20 CA tl-a S U- BARS N A 2-1-2-1 PATTERN Or- TWO U-0wS ON eaROw sEcnoK ONE U-6MLS ON IDS SECTION. ETC.) /I.eVe' SIEC7 2A YELLOW PNE JAMB Mae 1OW`L DOORSrm FLAG BRACKET. ro . Coo A" .OI1 Wow LAC SCREWS. etna+ LOWIS= HEADROOM 'a° D/ AEABL AS AN OPTION T n. 2 s e - o ee O. CALv SIm TRACT( R T. BRACEIS PER SDE. LLW r ooRfIILE NoazaNrAL mac M NFwWHYfu SPRINT IEaI SHREWS K O LAPPWIC 9CE.'S. 11 u Flo NdCf3 Hn c_ WmR1EDMrr K01rr RflLli » S STOP wuDNc er DOOR NvALLER (m SUIT) r20 u 1fl Ii1ly. STEEL END SRE 20 G GLv. STEM VTOL SRL 7/ le• L0. Ra1Nl PlIll"I J/ rASiF7mR ( ONE PER ROLLER) 1e a GEv. zlm to/rw IO.cE 1. G C.ILv. SRIL Roua1 NOI r m WHTpR. SiLES • .) fASTOED ro OHD SUPS rNR W/(.) IH•6 e' 9¢T wLTAI CI. s((e" S/H(ET 1ETAL SHREHS MO a) I/P'J/. SETT TAPPML 9OEL'S PER 00 I.PGG OUTSIDE 1 2- 0A 44LNr STEM. 10 EMLL STEEL ROLLER. I. u CALV. STEEL END END SiIE Yw0( WLSrp61ElD. PL C O HIN CE. EACH NETT PREPwtA11a1 B' YAEIS Br OTTERS 4LfDH C{ FLORIDA, PL l.>n MOR w CARM- P.E. /20612 FASTENED E1OS/e_ P150E IUAOIF S EET( 4) 1/4%3///4' IAL`SEVS n rw NEim IBCN EW-ACES DESIGN LOADS: +LOCK W 2{.0 PSF h -2t.5 PSF TAPP' MC SCREWS. aAP 1Aray O?R0N1 TRACK ON tl0TC2: RE a9C1 K DE SIR•ORRNC SRNCURAL UDA005 wrsoc EACH SIDE vHNE eE TE R6PONSDERr a THE PROPESSIawL of TEST LOADS: +36.0 PSF 1c -37.0 PSF HIr1aL or DOOR. RECORD FOR THE B011W1C OR STRUCRIE AND N ACCORWICE T• uu . 20 a uLv. slEa u-eA.Rs rro anE exr WRH CURRENT SLALOM COBS FDR M LANDS LIM ON -.v-M ..w+u vNc.> .++E PART N0.• - N A 2-1-2-1 =.TRH O.L TWO U-SARS STSL IOU( OFGEF' S T 5' DH BOITO. SECRO , d4 D-WR ON ESt MD EEF ..1L p od H0VBY: L'I2 A $fir 202 SCCiDNrm.). UCH U-eAR ArtAo" . V„rr„Y,/P„P,w,. ;.a,Ar„„ C:IC1111wti. OH {5202 WTH 1/P•.o/.• SELF TAPPWIC SCREWS I= 0. CDPAr euan..c vwaaRlcis m. TOLERANCES aWTd N2. (-$13-lEI-IE00 PER I LOU110H, : mH:,w ram. H.A w1 r IWT- Fm Nv 1-513-162-3519 uDOOR.s.e...a .r..ocw.4 .0 2.03 NUDE vAr .a..A ,d ..+..r M .00 t.015 : MODEL 6RST WI 16-0 8-0: 24/-24.5 DESIGN LOAD rr. a'rDH .. w. A.....+r N.wAR : .000 ..005 1J a Exv. sTEEl eoHa1 eR.cNn. .0000 - 1.001 MM DATE: 4/18/00 SCALE: NTS DWG. R I4AacD WT (2> /I.s/e van .arAL sEno.s. 1 / i% rd c' ,AI rn;AK nDyl ' ..a De9rcn - + 1/7 : Mww GATE: /18/Oo SHEET 1 OF t SIZE 1Jw— OORUSION /il' Stotd aNerN.;aaMNYL WUD4RSTRP, Projection 011HFI5Kp15 ARC N UKTES.D2138 REV. ND. 1 3 2L,ct'i;' 1.i1.Na:JIP;i nil. S" O FASTENED ro .000 JA1E e .. rN1CHOR5 OH 21 C](rCRS (C-.0 NTH ONE 5/14r.1-5/e' I.IO SSE. PER TRAO( BRACTET 0 O I a1 2: COMERS ((2_Om P9 101E OONKKETk) OR 1/:.: IAACDM SCE.S dN1 1T-1/2• CCIITO6 (COED PS 111E OONICIlrEj. WA51Qi5 WlYKOOED 1IIH SULK AN1p10R5 1' OD. r.1. W %ER REO RED 2• CALv. STEEL TRACK rASTFNED TO WITH TAPCDNIS. AHOCRS wY eE mlNrumm 12 Ew GALv. STEEL TRACK BRAG ETS. SLY NOT 1EDI.WRED) M PR01DE A FUf.SH TRACK ARA[KD TO EACH BRACKET MOUHRHC SUWACL HOR12a0AL JYOS m HOT WITH ONE O1/:G/e• BAT O NUr FRM9ER uw. OR TWO 1/1. OIA RWTS. all C A 4 MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) 1) INTERMEDIATE STILE ATTACHED W/ TOG-L-LOG TOP h a AND URETHAN ADHESIVE ( G CENTER) ew.. I 'I toll I_ OP•f10TIAL VENION OUS L.-'-- A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH 9'0' 14x5/8' SHEET METAL SCREWS 3 LISTEDOPWNALOSOGLASSOR 1/8' ACRYLIC UrES AVAILABLE SEE SECTION 8-8) 20 GA. MIN. END SrLES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOG SYSTEM A TOP, BOTTOM k CENTER). I u REPORT#9606C 25 GA. MIN. GALV./ LOCK POSITION STEEL SKIN COATED WITH A BAKED -ON PRIMER. BOTH SIDES) TWO POINT AND A POLYESTER LOCKING TOP COAT AAPPLIEDTO BOTH APPL-ONIEDIII III SIDES OF STEEL SKIN. ONE 3' TALL x 20 CAL U-BAR (50 KSI) PER DOOR SECTION. ENO SUOC BOLT STILE LOCK ENGAGES INTO VERTICAL. TRACK, ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION NOTE I DOORS UP TO 7'-0' HIGH CONSIST OF (4) SECnONS SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS COT SHOWN). O 1/ 4'x3/4' SELF O TAPPING SCREWS. 14 GA. END HINGES IB CA INTERMEDIATE HINGE VIEW' C_ 2x6 YELLOW PINE JAMB 12 CA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'.1-5/8' LAC SCREW PER TRACK BRACKET. 2' CALV. STEEL TRAGIC FASTENED TO 12 GA. CALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'.5/8' BOLT h NUT OR TWO 1/4" DIA. RIVETS. 2 I 1 REVISIONS DATE: I ECN NO.1 APPVD: I DESCRIPTION 11/ 00 1 - I MWW I OrY (1) WAS (2) FOR TRACK BOLT 2" nOCK 3' TALL U-BAR HORIZONTAL TRACK SUPPORT BY 20 GA GALV. STEEL DOOR INSTALLER (TO SUIT) d3. r 1- 7/6 T 13 GA. GALV. STEEL FLAG BRACKET. Is CA uLv. SIm TOP EACH FASTENED TO WOOD JAMB WITH ROWER BRACK E`p1 (3) 5/16"xl-5/8" WOOD LAG SCREWS. BRACKETATWEFT) 14. 5/5" BEET METAL NOTE: DOUBLE TRACK SCREWS' LOW HEADROOM IS SNIP LAP JOwIS u rRACK CONFIGURATION AVAILABLE AS AN OPTION x rc DOOR EN) HMICF EACH 8 HEIGHT 'L' FASIEND TO Om 2' CALV. STEEL TRACK, 6 - 6 76 sm6r/(4) 14a/a' 7 -0 76 SHEEP META- MIN. TRACK THICK ESS: .060' _6 A ( 4) 1/4.0/4' SELF V e - 0 88 rAPPRIC SCREMS 43 wxr3' TALL . 20 u CALV i TYP. 2-1/2"xi2 CA CALV. STEEL TRACK BRACKET. STM U-But ONE U-B.Ut (4) TRACK( BRACKETS PER SIDE. PER YCf10N. EACH U-BAR ArIACHW W WTH TWO 1/4'.3/4' SELF TAPPING ao LHR TOP BRACKET SCREWSPERSRELOCAnON. DOUBLE HORIZONTAL TRACK FRONT FRAME WITH U.V. COAnNG ON OUTSIDE SURFACE DOUBLE TRAA'K I] CA. CALV. ATTACHEDWITHTWO LOW HEADROOM OPTION VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): BRACKET. ARAOED r1714 AMU n n 1/ 2'x3" LAG SCREWS ON 24 CENTERS. I" O.D. MIN. /IaCA. SHEET BOTTOM 56EW5. \ K OPTIONAL 10 SCREW WASHERREQUIRED. LAG SCREWS MAY BE COUNTERSUNK i/85 ACRYLICS LDE BUTNOTREQUIRED) TO PROVIDE A FLUSH MOUNTING k WCA EGTION Br 8 SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA MIN. GALV. STEEL END STILE 20 CA. CALV. STEEL INTER. STILE SECTION A -A (SIDE VIEW) 8.}/{• PAN HEAD SCREW VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR MOLDED NSIDE (10 SCREWS PER ATE) END 2 000 PS1 MIN. CONCRETE COLUMN): STILE LIFE RETAINER 3/8 x4 SLEEVE ANCHORS ON 24 CENTERS (BOTH INTE C- 90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STIL 1/ 4'x4" TAPCON SCREWS ON 24- CENTERS (2.000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONTO VERTICAL TRACK. ONE SNAP LATCH ON SLEEVE ANCHORS, 1" O.D. MIN. WASHERS REWIRED EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK BUT NOT REWIRED) PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS 00 NOT INTER. STILE OUTSIDE HANDLE TRANSFER LOAD. OUTSIDE KEYED HANDLE 18 GA GALV. STEEL CENTER HINGE. FASTENED TO INTER. STILES W 4) 114x5/ 8" SHEET METAL SCR . 14 G0. GALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4) t114x5/ 8' SHEET METAL SCREWS AND 1/ 4'.3/4" SELF TAPPING SCREWS PER END HINGE. 4 k` U ilal .4I: ENO STILEINSIDE HANDLE PREPARATION OF JAMOS DY On1FRS. —2 DIA. SNORT STEM, 10 BALL STEEL ROLLER. KaKxx UN .. sw1 oth"- JA3JD CONnOURAnON :ate.. me x.,zoo. TOLERANCES o. 0 - i.03 NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS / „ed '•O e01i'''b1' K'° .00 Y.015 SHALL BE THE RESPONSIBIUTY OF THE PROFESSIONAL OF , / / a '..q E,.w sm .000 t.005 RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE /A i ^ .0000 t.001 wimMARK WESTEMELD. P.E. . / % ` / j, •..eM THIS CURRENT BUILDING CODES FOR THE LOADS LISTED ON FLORIDA P.E. 48495 / i31 Deq.eee - tI/T fTtl$ DRAWING. NORTH CAROLINA P.E. 123832 / / P. j-t;o,I< • " 51olN anc.l.. OWE. W6 ARE RK KNCNC 7 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. Il C i DESIGN LOADS: +25.0 P.S.F. k -32.0 P.S.F. TEST LOADS: +37.5 P.S.F. h -48.0 P.S.F. 4. o,a a nc vas . s.c v.. UbrflT PART NO.: - A IDEALQd- 5 5 4MAJ 0oaamuc Fa. No. 1-EIS-m-J519 DESCRIPTION: MODEL 6RS1 W4 9-0 . 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMu I DATE: 4/18/00 SCALE: NTS DWG.R CHECKED BY: MWW DATE: 4/18/00SHEET 1 OF I SIZE L DWG. NO.: 102137 1 REV. NO. I Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 milemasters.xls Updated: 3/18/2002 DESCRIPTION DRAWING # / REPORT # SERIES PAGE INDEX MASTER FILE NUMBER 1 - 1INSTALLATION DETAIL W/ TAPCONS HORZ SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 1 2 INSTALLATION DETAIL W/#8 SCREWS HORZ SLIDING FIN WINDOW IFLEX0028 11000 3 INSTALLATION DETAIL W/#e SCREWS HORZ SLIDING. FIN WINDOW XOX CONFIGURATION FLEX0029 1000 INDEX MASTER FILE NUMBER 2 FLEX00T0 1000 4 JINSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW INDEX! 6 MASTER FILE NUMBER 3 INSTALLATION DETAIL SGL HUNG FLANGE WINDOWS IFLEX0016 I 1000.1500 & 2000 6 INSTALLATION DETAIL W/#8 SCREWS IFLEX0026 I 1000,1500 8 2000 INDEX'.'- 7 MASTER FILE NUMBER 4 JINSTALLA11ON DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FLEX0018 1000 8. 2000 8 JINSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 IFLANGE INSTALLATION DETAIL CONCRETE HEADER W/i BY BUCK DESIGNER FIXED WINDOW FLEX0035 1000,1750 8 2000 10 IFLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1750 & 2000 11 IFIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 1000,1750 & 2000 INDEX MASTER FILE NUMBER 6 : . SLIDING GLASS DOOR INSTALLATION WITH TAPCONS IFLEX002i 1500.1000 & 2000 12 13 SLIDING GLASS DOOR INSTALLATION WITH 98 SCREWS IFLEX0027 1500,1000 & 2000 INDEX;.'.. MASTER FILE NUMBER 8- FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000/1500 14 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 1000 / 1500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZOUTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFIN 1000 / 1500 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIVMFIN 1100011500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFLG 1100011500 22 ' FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES j1VMHMFLG 1000 / 1500 INDEX ' 23 MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLG 12000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFLG 2000 Pago 1 o/ 1 milemastefs.ld3 O ALfTY WINDOWS BY MORIDA EXTRUDERS TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1/2" X 84 1/2" SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1 /8" X 72" SER. 20b0 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" SER: 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1/2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY ' BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAMST cONC?-TE OR HASCnRr a[N1NG 3r Oi..ERi CNE 5Y VEIOD SUCK BT OTHERS CAULK BETVECN VINDOV FLANCc L WOO!) 3UCK GLASS (TTP.) SEE NOTES) VINDOVHEIGHT DIE 9, VCOD C3NCRC7C OR C-AT OPENINGBACK9rCTERS OTnE% CAULK. 3`7l•E_N WOOD I-Ir.' nin BUCK L MA$'T GPCN[NG BUCK VI C+iCXnt 3Y GT:ERS SHIM A$ Y_D'D I D INSTALLATION ANCHOR. FLANGE TYPE 1/a• M-z 3/16• DIA. TAPCON SnOVN (SEE NOTE 9) VINOOV FRAME ($E- NOTE$) JAn3 INSTALLATION 3/16' D:A. TAPCON SHGVN (SEE NOTE 91 I 4 1-1/A- MIN. CLASS (TYP.) EMBEDMENT (SEE NOTES) C 7 CAULK BETVEEN / V VI11DOV FLANGE J L WOOD BUCK PER7MET£R CAULK By OTHERS VINDDV VICTH 1 STUCCO BY OTHERS CAULK BETVECN VD BUCK LSECTIONB-B MAr SM', OPENING By CTMERS WINDOW HGT. I K. y WINDOW WTH. ELF VATION ViEWEO FROM EXTERIOR V G ISELLBYOTHERS 0.0 . a CAULK BETVECN JINDOv FLANGE PRECAST SILL t /-` L PR -CAST SILL BY OTHERS I, FIy' V/VVLKEM 116 )'6' ACHESIVE CAULK OR APROVED COL. SECTION A —A 1 F 212002 TAPCON LOCATION CHART CALL TIP TO LOCAi:-'NS A lEA0IL0CATIGNS IN JAu3 UP TD T r I UP TIPSFISIZETIP50 ,: Srso,v 7 022 74 x 26 CC C.0 LJ IJ 023 a A 32 3/6 C.. I C.G: I I,J.K.L IJ.K.LIp,a 7. x 50 5/1 a 1 I A a L.:. I" (.L03311cEI/: a 35 3/6 e.c.c : o.E I u.K.L I IJ.K.LIAI/r x 5G •:! B.C.C.E I •.-.0 .-.r 1-J.K.L G.M 1-iX.l T22 IJ 123 t t 1 % 32 3/5 B.0 A I.J.K.L IJ.K.LITAnt % SO S/: e.C.D.E A-5.C,0.a F U!(.L LJ K L U2 120 % L.L J. IJ.K.L u3 120 x 3e 3/e S.C.[: I •=.'_.O.E.- LJ.KJ. I )J.K.LuAt % 6/e A.S.C.C.E. A.°.C.O.E.F cJl1.J K : IJ K L 6020 72 12A 4 J IJ 6030 72 x 36 C.0 S.CD U J.K.L 6040 72 X .A C.D 9.C.D.E 1J.KA IJK.L 7020 SA A 21 u 7030 eA x 36 I e.c ._.._I B.C.O.E j K.L I LJ.K.L 70.0 F. x aA B.C.. - D.L A K,L I,J.K.L 1020 96 x 24 K.L e030 96 x 36 B.C.C.- S.C.O.E 1J.KJ. I.J.K.L A AA B.C...- 3.C.DE IJ.K 9020 108 % 24 1.J IJ.K.L 9030 105 x 36 S. .- I 3.C.0 : IJ.K.L iJ.K•L An t .• e.0 C'- A.B.0 E.F 1 J K L 1 K 1 10020 120 % 2a L,N.: IJ J.K.L 10030 I 120 x 36 B.C.C.E I A-E.C,O.£.: Ij K.L IJ.K.L 10040 120 x .e B.0 '.E A9.C.0.-.' I.J.K.L I.J.K.L NOTES' f I) Stem AS REO'D. AT EAC- INSTA-LATION ANCHOR. u:x. ALLOWASLE SHIu STACK TO BE 1/4. 2) WINDOW FRAUZ MATERUL: ALLX:.NUu A-LOY 6063. 3) TAPCON INSTALLATION A.NCMOR wuST BE OF SUFFIC.ENT LTH. TO ACHIEVE YIN. EMBEDMENT -OF 1-u:S1/a- INTO ONRY OR CCNCR=TE. a) USE Swr-ONQEO ACRr-IC CAULK BEHIND WINDOW FLANGE AT HEAD k JAUe$. SILL MIST BE ATTACHED TO THE SV9STRA.E KITH VVLKEW 116 AONESrvE CAULK OR A=PRM.) EOUAL. H 5) USE SILICONIZ-O ACRr-:C CAtrr FOR PERtN-_TER SEAL &ROUND EXTERIOR OF WINDOW FIANCE. r 6) tF ExACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR 1 OuANTtTY .LISTED wRr. -4ExT LAAGE< SIZE. FOR I- APPPOPRLATE CESIGN PRESSURE REO:O. J B 7) GLASS THICKNESS UAY VARY R-R THE REOuQEuEt. S Or ASTM E1300 CLASS CHARTS. e) LETTER CESiG-N ATWS ON T:HE T:r-CN LOCATION C.nM7 w01CA"E w-ERE TAPCON ANCHORS ARE TO EE INSTAL•_D WHEN USING THE ExTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED IDLES NOT 0?SIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W-e /2 S:REWS OF SUFFICIEN- LTM. TO PRONROE Lim. 5/2 R(. EUBEDI+-•.T O.-J w00J SUCK. 10) APPUCATiON OF VULK-v 11E A_'ESrr- CAULK AT -4 E SILL OUST COVPLY WI-H SEAIAN- w,NI.T-:TUFT?'S RECOumEvL)ATIONS. . 11) WERE WINDOW IS INS-A_LED w "SCNRY OPENING WITH A STRUCTJAL TWO 8- 9UCA. USE r-e SC4-INS OF SUFFICIENT _-NCTN TO ACHIEVE 1-3/8- UIN. Eu9EDu-:.T AT 1.: It,j-ALLATION FA --ENE; LOCA-IONS. JU.9IC_[ IVY CJr_I IZ,-tT b-PREA+RC: I, PR30U,I L .PPLIC.TId osLcczlMc. INC.. 2sa WIE2NA:ID`.AL PAVL. r::TE 2W. IC•(=3v, r_= .. S_7.: P-OMC •17 805-0)L5 r•I A07 e15-D:.e I- MIN. SHCA TH:NG M2E DMEI CAULK aET•:E_N B, CTHCRS IEW(NDCV FIN L HEATH Ih $ T iL l P T ION14 I I) VANCHORxBSCREWIII UC.O DR y S:O:NG BY IIII / 07.CRS PER IME iER CAULK BY OTHERS GLAZING (T,P.) SEE MOIL 73 WINDOW HEIGHT PERIMETER CAULK BY OTHERS INSTALLATION IIIIANCHOR89SCREW STUCCO OR ; IISID64CBy OTHERS CAULK BETWEEN WINDOW IN J I MIN. l SHEATHING SHEATHING EMBEDMENTByOTHERS SECTION A -A z(' QE WINDOW VIOTM --T IIMAX. T YP.) TWO SY VOCO B, O.*HCRS 1/A' MAX. SHIM S?-CE SHIM AS REO'D. c SCE NOTES) FIN TYPE VINDOV FRAME HEADER VINDOV HEIGHT VINDOV WIDTH 1/4MAX S:. EH S%AE= CAULK BETV__N TWO BY WOOB vINDOv FIN By OTHERS a SHEATHING SHIM AS ES TEII V SEE NOS)) GLAZING I TYP-) J SEE NOTE 7) PER:r.E TER EpUALIY CAULK SHEATHING BY G7)LRS SPACE By 07 ERS ANCHORS FIN TYPE WINDOW STUCCO G> TYP.) FRAME JAMS SITING B. LLi71aN 1 I 8 N OTHERS NCHOR .3 SCREW OPCH 77SECTIONB- B 1- Nix En3C OH:N: FIN TYPE 24• O.C. Max MAX. (TYPJ J[ 2TYP.) VINDOV FRAME 6' MAX. (TTP.) S ILL ELEVATION VIEWED FROM XTER: OR MARBLE SILL STOOL By OTHERS a .s•) + f---,. :. a E4. 'n i F. NOT--,; v.. U'. 42' SHIM AS REO• D. ADJACENT TO EACH wS7:.L'-(TION A`.CHCP, WAX. AIlOWi2lE SHIM STACK TO FRAME r A 6oR/0.4 E 2) WTNOOW MATERIAL: ALWMLVUM ALLOT 6063. 3) v(STALLArroN ANCHOR MUST BE OF wFFc _Nr liH. To A_W VE MIN. EMBEDMENT Of' I' ap _ INTO WOODFRAMEMEMOER. L S 1u• USE SKJCONIZEOACRYLIC CAACK BEHIND W:NDOW RN A: WEAR. SILL a JAMas. USE SILCONIZED ACRYLIC CAULK FOR PER:VETER SEA; (ROUND ExTE:hCR OF WWOOW FRAME. I/A' SHIM 6) CLASS THICKNESS MAY VARY PER THE REGUIREWENTj Cr ASTIM E13W CUSS CHARTS.. SPACE MAX. 7) LNSTALL INSTALLATION FAST_YERS AT 6- wX. FRO. COF:.CRS AND MAX. 21- O.C. OESIGN PRESSURE CAPACITY OF IN'$7ALLATIONS. W'H ANCHCR S=ACING AS STATED. IS 70.0 F;i FOR ALL AVAILABLE SIZES UP TC 73• X 71' MAX. SHIM AS REO' O. SEE NOTES) TWO BY WOOD REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL. INC BY OTHERS SANFORD. FLORIDA TITLE:INSTALLAT:DN D=TAIL W/`B SCREWS HORZ. SLIDING FIN WINDOW - SERIES 100. 21 2002 DRAWN BY: BB APPROVED BY: DATE: 1 2/ 1 7 / 0 11 SCALE: N. T . S. I DWG.: FLEX0028 PREPAPED 11 PRDLVCI L APPLIC.TION E.`GINEERIMc. IK.: Zs0 IMILRNA:Iv.AL MVT.. 'UIIE 2SD. KA--P.JV. FLZ:DA .274a PK)-E -.7 a -QJ53 T •X .. XR.-,_. Tv0 B. WOOD WINDOW VIDin L.— 1/4' MAX. CAULK BCTVEEN VINDDV FIN SHEATHING 1- nIN BI OTHER!; iEH.-; y.ENT Tv0 By VOOD SHIN SPACE L SHEATHING BEIVFFN By DTHEZS OTHERS ICAULKVINDGvFINL I BY SHEATHING INSTALLATION I I II SHIM AS REO'D. ANCHOR •o SCPEV SEE NOTES) STUCCO OR 1/4' MAX. SIDING BY SHIN SPACEIIOTHERS 1 1' NIN En3E i'+ENi PERIMETER CAULK' SHIM AS REO'D SEE NOTBYOTHERSFINTYPE V1MDGv FRAME HEADER aGLAZING (TTP) SEE NOTE 7i' vINDOvHEIGHT I PERIMETER CAULK - BY OTHERS FIN 7TPE VINDOV FRAME SILL MARBLE SILL STOOL BY OTHERS GLAZING (TYPJ ( SEE HSA.:EATHING OTE7) vINDOV VIDTN Pf R:_Y OTHERS 2A' O C FIN TYPE VINOGV CAULK j{ Mn. FRAME JAMS BY 'u THERS INSTALLATION II ( TAP.)Xr A STUCCO OR ^+< •3 SCREV SIDING By OTHERS SECTION B- B VfO INDOW UALLY SPACEHEIGHT / 1 ANCHORS ( TYP.) B L 1N) S 6• ) youA5 REO' D. A31ACENT 10 EACH INSTA:LATON ANCHOR. A MAX. .. ALLOWABLE SHIM SACK TO BE I/A'. 24' D.C. (TYP.) Z) wtNOOw FRAME MATERIAL: ALUUINUM ALLOY 6063. MAX. CTYP.) 3) NSTALLATON ANCHOR MUST BE OF SUFFICIENT LTH. TO 6• MAX.(TYPJ ACHIEVE um. EMEEDMENT OF I' INTO w000 FRAME uEuSER. A) USE SILCONIZED ACRr, HC CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. L EV4T1, -) USE SKICGNIZED ACRYLHC CAULK FOR FERIuETER SEAL AROUND EXTERIOR OF vN00w FRAME. 1/4' MAX. VIEWLU FROM XT RIOR 6) GLASS THCKNESS MAY WAY PER THE REOUItEuENTS OF A$Tu VA f- SHIM SPACE _ E1300 GLASS CHARTS. Tl. ( :,. 7) INSTALL R+`_ T:.LL%•i ION FAT - AND MAX. 74' G. C. GfSHGNI PRESSURE CAPACITY OF NSTALLATIONS r.TH ANCr DR SPACING AS STATED. IS 70.0 PSF f c`'T : a l•++7F ' 2Ig%r.GE . FOR ALL A•/AM2LE SIZ.i UP TO 119' X A9 5/6' INSTALLATION I II ANCHOR RE SCREV !jIISHIMA,. STUCCO DR ( SCE NI SIDING BY OTHERS CAULK BETVEEN I' MiN VINDOV FIN $HEAT RINGTvOByVOODL SHEATHING EM9EDH(ENTBYOTHERSBYOTHERS SECTION A -A L•. n 1. 9 . . - r oRroA F u. DERs 5) REV DESCRIPTION DATE INI INTERNATIONAL, INC. FLORIDA EXTRUDERS SANFORD, FLORIDATITLE: INSTALLATIONDETA'L W/ x8 SCREWS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION- SERIES 1000 DPAWN BY: BB I APPROVED BY: 1. n'I? DATE: 12/ 1 7/01 SCALE: N. T. S. DWG.: FLEX0029 1 I(.1 `IUu./. PREP A2E0 v. PRD0.) CI l APV ICATD>. CH4tN[CRING. INC.. Z50 INHCRwTSD.At Kvr_ S_ITC ZW- HCATH?Dv-"P.IDA DZ7Ae PHONC A07 BOS-0)65 •u .07 B:-0)55 S DNE BY voOD CONE'<E7E OR IAHCON LOCAHON CHANI CONCRETE OR CaUIK 2ET VrEN ICOO INS: aLLAiII:N ANCHOR EUCK By C:HERS ,A-D-IRr OPENING HAiCN:Y OPENING— BUCK, L H S'r OPENING 3r •OiH£RS CALL TIP TO LOCq'IONS IN 'r.LAD LGC.FTIONS IN JAM,; 3r OTHERS \ , 3r OTHERS J/a' DIA TAPCON By i 1-1T1' .IM SIZE TIP PY o0 _o+s% Ja•Y JTo BUCK 1101-) I T.2[a•csi I i0 I TOY I TO TO I i0 I TO ONE BT V000 1/4• SHIN — 2: " 7n ct< 7n., BUCK By OTHERS $pair MA.. I D 1H2 2E V2 x 26 C C C G.n G.H G n I-t/A' CMINNT FLANGE TAPE 1..3 26 )/: c 3E 1/a C C C G.M G,H G.H CAULK BETvEEN EH3r DnENT vinDOv FPanC $H;N ai R£C'D Ina 25 1/2 x SO S/d C C C G n G.n G — j CAULKv1.90TvEEG G JAM3 (SEE NOTES) I )nay 26 1/ x 56 1/A C C C G.H G1( I G n!,J L VOOO B K 1n5 Ii I/7 x 6J C C C G.n Gn!J I I 1N$. ALL<'ION ANCHOR, IH6 26 12o 72 C C C 6.n G.n1.J •G..+.j 1/ 16' DI., TA CON 0 22 , 7 L I n n I I/•• Snl• 23 37 x 36 3/a C C C GM G. Gn r $ Air nax.—j j. 37 x 50 s/a C C C c!+ c!•J.J c-!.J RI 10 VINYL a5 37 x 56 1/1 C C C G,n G.r(Ja G..• J GLAZING BEAD 25 3% x ES C C C G.n G nLJ G,rI,J D_ aSS (T rP.) 2i 7 ) 72 C C C G,n1.J C.n!.J E.F.G.MI,J A 1/8 X o SEE NOTES) O J3 53 1/1 z 3a 3/a C B.0 E.0 G.n WI GJV.1 1nII l l 34 53 1/1 x 56 1/6 C e.0 ? C G.Hmj G.n1.J G!•JJ STUCCO l l 3A3 53 1/a x 36 1/. C 6.0 I B.0 G,nJ.J GIIJJ BY OTHERS 6. 1 I 35 53 1/6 X 63 C B.0 E.0 GH,I,J G.H1.J SHIN AS R:0'D. 36 3 va x 7 C B.0 'c.0 G!(LJ E.F.G H.1.J E r.G!( 1•J PERIMETER ( SEE NOTES) 2 L c.0 CAULKULKBrTvEENC237ax3a3/a B.0 B.0 A-3.C.0 G!( GI(J.J B. H.BNVINDDVRANGE 02a 7A X 50 3/a B.0 B.0 'A,B,C.0 C.nJ•J G2,J E.F,G.n,U v)( BY OTHERS (BUCK L VDOD BUCK v 0245 74 X 56 1/4 e'C B.0 A.?.C.0 G HJJ E.f,G1(,U E.F.Z,N,I,j VINDGV FLANGE TYPE HEIGHT) 025 7a x 63 EC E.0 A-E.C.O G.)(J.J E.f,GJI!J EF,G,HI,J- HEIGHT) viNDER FRAME 7. x 72 B.c B.0 I !-'=.0 GH.I'j E.F.Gn1.J E.F.G.HIJ- HEapER PERIMETER GLASS (TYP.) CAULK STUCCO 20u:0u ja z 24 L ^ By OTHERS By OTHERS .20u30u 2+ x 36 C C I C G.n G!( G n SEE NOTES) 20uaou 2A x sB C C I C G. I G.n G n v.v. 20ua6u 24 x 54 C C C G.H G.H C;HI-J vINDOv vIDTN) p CAULK BE1vEEN 20u50u 24 x 60 C C C G.n Gn Gn!•J SECTION a- e vpO^ BUCK L o u . x 7 C C C G.H. G.HI.j MAST. OPENING 30u20M 36 x 2a n n G.H NOTES. 6r OTHERS 30u30M 36 x 36 CFc C C C.H G. GI( RIGID VINYL 1) Sltiu AS REO'0. AT EACH INSTALlAT10N AY_MOR. u.:x. ALLOwASLE 3OU40M 3b x a5 CC C G.H GnJJ GIr1,J GLAZING BEAD 30ua6u 36 x 54 C C GH C. JJ G!I!,J T YR.) SHIM STACK 70 8E 1/s'. 70MS0u 36 x 60 CC C G.H G.J.J G!(.IJ 2) w. NOOw FRAME MATERIAL: ALUMINUM ALLOY 6(763. 30u60u 36 x 72 CC C G.M!.J G. J.1 C.F,G.n1.J 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. y n PERIMETER I FLANGE irPE EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRE'E. 40u30u sa x 36 C C B,C ,. G.H I cM. IA CAULK viNDOv FRAME A) USE SRICONI2ED ACRYLIC CAULK BEHIND W:NDOw FLANGE AT HEAD < s0ua0u AS x sE C C B.0 G.n G.HJJ G!1!.J BY OTHERS SILL JAMSS. SILL MUST BE ATTACHED TO THE SUBSTRAIL WITH VULKEu a0ua6u A9 z Sa C C 3.0 G.H G MJ.J C.M.I. 116 AGHESivE CAULK OR APPROVES EQUAL. s0aN50u sax 60 C C '.0 G.HJ.J F.G.H.I EF,G mij 5) USE S(LICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND 40u50u s5 x 72 C C B.0 C.HI.J E.F G.H!.J F G H 1 J EXTERIOR OF vnNDOw FLANGE. s u a a L n n G.n 6) IF EXACT wNDOw SIZE IS NOT LISTED IN ANCHOR CHART USE a6u30u 5A x 36 C B,C o.0 GIm G J abua0u s. x .e c e.c _.c c n cJ J.J G.H! J AHCHDR OUANTITY LISTED WITH NEXT LAnGER SIZE. FOP THE a6ua6u 54 X 54 C ex I a.0 G.H.I.j G.MJ.J E.I.c.m.Q APPROPRIATE D£ SIGN PRESSURE REO.O. 46u50M 5. x 60 C B.0 B.0 G.HIa G.MJ,J EF-GI(JJ 7) CLASS THICKNESS MAY VARY PER THE P-:OUIREuENiS CF ASTM E1300 46u5v 5A X 72 C B C B.0 G HIJ FG41J F FOl.H I GLASS CHAP.TS. SOu20u xI. a.0 c. G,H G!( G. CAULK BETVEEN V Q E) LETTER DESIGNATIONS ON THE TA°CON LOraTION CHART INDICATE 5CM30u 60 x 36 C B.0 °.0 G!( GJI GMjj Ij VINCOV FLANGE a wHERE TAPCON ANCHORS ARE TO BE INSTALLED wMrN USING THE SpuAOu 60 z s8 C B.0 B.0 .M.I G. HJJ F. G.m. L PRECAST SILL / EXTERIOR El IATKPN AS A KEY. 50.,6. 6C x 5A C B.0 -.0 G.r.!,J G.HJ.J E.F.GII!-J V/VULKT ITS PRECAST SILL SECTION A—/• 9) AIL :ActORY APPLIED HOLES NOT DESIGNATED FOR TAiCON ANCHOR 50u50u 60 x 60 C ex E,C G.n.I.J G,HJ.J E.F.C.N.0 ADHESIVE CAULK BY OTHERS SHOULD BE FILLED WITH /3 SCREwS OF SUFFICIENT LTH. TO-PROwOE 50.60. 60 z 72 C 8.0 c.0 G.NU. E.F.GJ(!.! EF.G.H!.J DR APROVEO EOL. MIN. 5/3 IN. EMBEDMENT INTO wOOO BUCK. L n 56u30u 66 x 36 E B.0 J.C. G n G.n G!(LJ 1 116 AOMESIv= CAULK AT F;AM- SSLL MUST aA B c A= C n G H CH j G H I J L I/.W. A - A 6 C D I H. I r— G B I I IC) APPLICA ON O. Vk" _ - 56uA0u 6b X ., c._ ._... ,. COMPLY WRH SEALANT uANUFACIUF,EP.'S P.ECOuMENDA7rONS. 56u 6M 65 a 5A E.' B.0 •.'9.C.' G,N,LJ WNJ.J E,F.G.MI.J 1 :) ONE ADOITIONAL FIELD DP. LEO & INSTALLED MC-09 F REO'D. IN 55u50M 66 z 60 E. B A.B.C.O G.MI.J E.F.G nLJ C,F,G.nIJ EACH JAMB ON THE fOLLOw1NG SIZES: 'D25• (i3 F 62). •026• SEV60u 6i x 72 E C 6 C A.'-.C.: G.HLJ EF.G!I!.J Ef.G.II,lJ- 73 x )I). ' S6u60u• (65 x 71), do •54u60u• (71 X71). PLACE Cu_0u o._ Ao.L ANCHOR E£TwEEN ANCHORS _G AND I• AND EETWEEN ANCHORS •H 6Cu30u 72 X 36 B C E = .B.C.. G.r. GH G M!J 60ua0u 72 X a9 E.0 B A B.C.r G G!1LJ G YJ.J AND J• OVER 55 PV ONLY. 72 X 5- E c a.' A.B.C.= G.H,I,J G.HJ.J Ur.G.H,I,J EOua6u 12) WHERE WINDOW IS NST.AL! ED IN MASONr OPENING w7n A STRuCTUti 60MSSu 72 x 6C _ C 6.17 A.B.C.: G.n,I,J I E.F,G.n,I,J E..- M!a F TwO BY WOOD BUCK. LOSE / 10 SCREWS OF SUFFICIEN' LENGTH TO Gnu 72 x 72 E.0 6 r A,3.0 G.H!.l ! E F.G n,I.J E % G.n! J• ACHIEVE 1-3/ 8 MIN. EMBEDMENT AT AL INSTALIA:ICN FASTENER ADM ZONAL AN_HGRS RE:;•D. S E NGTE It LOCATIONS. ON SIZES NOTED IN NOTE (71 ADD A 1:0 SCREw H' ANCHOR, To EACH JAua FOP NOTED DES)GM PRESSURES. INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA B GEN RAl FLO • ,:; r A TITLE: iNSTALLATIGN DETAIL 41 TAPCON:S MANL1iz1 Cig (, VVV"' HORZ. SLIDINE FLA. Nr,= WINDOW - SERIES 1000 F v,P/ oa Errrr JCS A I_FVATION _ •_ DRAMA BY: BB I APPP.OVED BY: vlEwEp FROM ExTERICR- iS...;:JL DATe: lO/23/O1I CALE11 :NTS DWG.:FLEX000 PPIPAPr_ if PPDXKT L APPLICATION i`41••i r;:M:. IM:. 25C Im TCRNA'1CNAL PnV r.- :J:TE 25a. HE•r-=7:. R_::7A '2716 PL4 ':7 605.03e5 : da5-OJii I, 0 v i CAULK BETvEEN B'.' 3UCK WIDTH) 1-1/•' HIN Cn3E DnCnT ONE By WOOD BUCK BY OTHERS CONCRETE C' •OCD BUCK L MFSONRT GPENING MAST. OPENING B, OTHERS BY OTHERS INSTALLATION ANCHOR INCBY vpG7 3/Ib' DIA. taPCON D BUCK BY OT.$RS CAULK BETVEEN W!NDCW FLANGE Si r BY DTHERS L VCOD BUCK , MIN SH!M A, A EMBEDMENTEmSED 1/a' MAX.MF% ZIG!D v:NIL (S— NOTES) 7 / I GLAZING BEAD tiST-LLATJON A.CMCP TA?CON cT7P.) i/!6- DIA. STUCCO J SHIM AS REO'D.1 OBYOTHERS1/a• MAX. GLASS SEE NOTES) TYPxSCC N07ES) PERIMETER CAULK 6, OTHERS rLAWE TYPE FLANGE TYPE WINDOW FRANC WINDOW rRAMr JAMS CAULK BETWEEN v HEADER WINDOW FLANGE PERIMETER RIGID VINYL L VEIOD BUCK CAULK GLAZING BEAD BT O:HEas cTTPJ GLASS v.v. DOW TYP.) (SEE NOTES) WINDOW WIDTH) I GHT) e.xBUCK HEIGHT) CAULK BETWEEN WINDOW FLANGE L PRECAST SILL W/ VULKEM 116 ADHESIVE SECTION B-BCAULK. OR APRv'D. Ea. rLA,NGE TYPE PERIMETER vIMOOv FRAME Xl_ CAULK Sill BY OTHERS 9 W.W. ECAST SILL a BY OTHERS FA HOTS SECTION A -A Bl C 7 t) SH:u AS REO'D. AT EACH INSTALLATION ANCHOR. uAl. ALLOWABLE 1 D 1 Swu STACK TO BE 1 /.'. 2) VINDOw FRAME MATERIAL: ALUMINUM ALLOY 6063. I / - 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. a) USE SRKONIZED ACRYLIC CAULK BEHIND INWDOW FLANGE AT HEAD J BJAuBS. SILL MUST BE ATTACHED TO THE SUBSTRA E WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL. 5) USE S4!CONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. FEXTERIOROFWINDOWFLANGE. . 6) IF EXACT WINDOW S,ZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANITTY USED WITH NEXT LARGER SIZE. FOR THE / APPROPRIATE MICH PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHARTS. HE) L£TTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATEWHERETAPCONANCHORSARETOBEINSTALLEDWMENUSINGTHE L_ EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HALES NOT DESIGNATED FOR 1--CON ANCHOR SHOULD OE_FILLED WITH IS SCREWS OF SUFFICIENT LTH. ^ TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD SUCK. 10) FLORIOA EXTRUDERS 1000 SERIES SINGLE_ HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 E FVAT I 0 NSERIESSwGEERUNGS. 11) WHERE WINDOW IS INSTALLED IN MASONRI OPENIMG WITH A STRUCTUAL TWO By WOOD BUCK. USE 110 SCREWS of At VIEWED FROM EXTERIORSUFFICIENTLCNGTHTGACHIEVE1-3/e- .,N. EMBEDMENT ALL INSTALLATION FASTENER LOCATIONS CAULK BETWEEN vOOD BUCK L MAS'Y. OPENINC BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS Ae •1 I-,, - TAPCON LOCATION CHART BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30Pu TO IOPSF III TO 70PSF 3C.SF TO 40PV a:n 70 7:a37mlSIZE e F.0 F.c U 1a ,/5 %, 31 s/a B B r.G f• la Ia ,/5 r.G 145 Ia ,'a a SS V. 8 8 r.G F.G 15 Ie ,/5 a 6: e e F.G ' F.G 16 to I/e a 71 B 8 F.G r.G,M.! 17 1• t a t 3, a fc rGJa IH2 23 1/2 F..0 1H3 25 1/2 a 37 s/e B 8 F.c F.G 1Ha 25 1/2 1 F,G F.0 !•J I HaS 23 1/2 a SS I/. B e F.G F,G MJ 1Hs 25 21/2 t 62 8 e F.G r.cH; IH6 25 1/2 X 71 8 _ B F.G r.GMJ 11.7 25 1/2 t e3. B B F.G.J.K F.GJ.a 30 1/2 . 26 2111/2 1 25 8 F.0 F.0 101/2 • 34 3/8 29 1/7 A 37 7/e B Be F.G F.C.NJ 30 In . SO 5/0 29 1/2 X a9 5/5 B r.G f•G.r.J 30 1/2 . 56 1/4 29 1/2 A 55 V. B F. G f.C.S; 30 ,/ 2 . e3 30 ,/ 2 . 72 29 1/2 1 62 29 1/2 t 71. e B B er,G.HJ F.G.MJ so l 2. a. 29 1 2 1 63 B a F.GJ.K F.GJ.K 23 3a X 23 36 37 3/5 a BP BF.0 r•C 24 A 14a49 S/e 8 B F.G F.G F.G.H1 F. cJ.! 245 2536 1 S5 1/. 36 X 62 B Be eF.G.M F.c.MJ 26 36 a 7, B 6 F.G.M.I O.Ef.G -J 7 36 A 83 B 1 B F,CJ.K F.GJ.,6.4 a • al 125 s e FA r.c.HJ 2 . 36 3/e 1 a n 3/a 8 8 F.G r.G.HJ 4 . so 5/e 1 A .9 5/6 8 B F.G.M.1 42 . 56 1/a a2 63 u a 55 I/4 a1 1 61 8 B F.GJI, D.EF.OJ•J 42 72 a, • n 8 6 f,G M I D.EF.G." e. 1 83 r.c.J.K r.c.M.IJK aB . 26 a1 X 25 B A.0 r. G r.G F.G a 3a 3/a 7 1 37 3/a a A.C r. c F.W'J S . 50 5/5 47 1 .9 5/e 8 BA.0 A.0 F•G.MJ F.0.Hi 0 . 56 1/• as . as 47 a SS 1/. u 1 62 a A.0 F.c.H.1 D.EF.G-J a . 72 7 a 71 a A.0 F.c.HJ o.EF,c ., a 7 a 83 F EF 32 3331 1/5 1 25 52 1/6 % 37 3/e 6 8 A.0 A.0 F.0 F,G.H•.•, y. 52 1/8 1 49 5/8 B Ac F,GN. r.G.MJI F,G!! D.EF.G J 345 SJ 1/11 35 1/1 B A.0 F. e.HJ O.E.F.GJI., 35 36 62 I/a A e2 52 1/A B B A.0 A.0 37 52 1/8 a el3 a A.0 F.O.J.K O.EY.G.J.-.J.K 37 SIZE NOT AVAILABLE I. 1000 OR 1500 SERIES. PFE?. R'_0 IT, PRODUCT A APPVCA:KR. ENZ-.ZCRR.G. INC.. 250 t.TEP—Teo l PKT.. SUITE 250. HCATHROW. FLORM, 327.6 PO-E •07 805-0365 F.. .07 5:5-•)366 I I' VIM EM3ED ENT SHf aiHING TVD BY WOOD CAULK BETvEEN BY OTHERS By OTHERSVINDOVrINL SHEATHING SHIM AS REO'0. INSTALLATIGN PICKER III / ( SEE NOTES) v9 vCED SCREV STUCCO BY E..S T/O MAX. J PERIHCTEP SHIM SPACE CAULK By OTHERS IN TYPE WINDOW FRAME HEADER GLAZING (TYP.) SEE NOTES) WINDOW HEIGHT GLAZING (I YP_) SEE NOTES) PER IKE TERCAULK BY OTHERS FIN TYPE WINDOW FRAME SI IARBLE SILL STOOL BY OTHERS VINDC=• WIDTH 1/4' VAX, M:H SPACE SH:M AS REO'D. TVO BY WOOD ISEE NOTES) STUD BY OTHERS 1 •'D•A'F• F + # GLAZING <TS) T.I v (ifE NOTES) I vVIN.DIHvCO I A I 8 2A' D.C. MAX. IT YPJ EOUALLY SPACE AMCMCRS (TYP.) WINDOW HEIGHT HEIGHT A J 6 MAN. JJL(TYPJ 6' MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR FIN TYPE _JWINDOWFRAME JAMB . PERIME:E4 — CA:•LK — By E:HCRS 1_ "IN i SHEATH:NG BY OTHERS CAULK BETWEEN WINDOW FIN t SHEATHING INSTALLATION ANCMOR as WOOD SCREW STUCCO BY OTHERS SECTION B-B NOTES 1) Si/1M AS REO'O. A: EACH INSTALLATION ANCHOR. UAX. ALLOWABLE SHIn SACK TO EE 1/4'. , 2) 1YINDOw FRAME MATERIAL' ALUMINUM ALLOY 6063: . 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT OIL TO ACeuEvr MIN. EYEEDuENT OF I- INTO WOOL BUCK. N) USE SILICOnIZEO ACRrL4 CAULK BEHIND wINOCw FIN AT MEAD. SILL & JAu?5. 5) USE SILK:ONIZEO ACRYLC CAULK FOR PERIuETER SEAL AROUND EXTERIOR OF wNOOw FRAME. 6) IF EXACT wINDOw SIZE IS NOT LISTED IN ANCHOR CHART, USE A.CMOR OU&NTITY LISTED WITH NEXT URGER SIZE. 7) GLASS THICKNESS YAY VARY PER THE REONk_VENTS OF ASTU E1300 GLASS CHARTS. B) FLORIDA E+TRUOE=S 1000 SERIES SINGLE HUNG IS SHOwN. THIS PRINT ALSO APPLIES 10 THE FLORIDA ETR=DERS 15W AND 2000 SERIES SING__ HUNG wINDOWS. INSTALLATION ANCHOR III ` ` TWO ' 9 VOOD SCREW H WOOD BY OTHERS STUCCOBySTUCCO - -- ) REVI DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL. INC CAULK BETWEEN SANFORD. FLORIDA WINDOW FIN SHEATHING MBY OTHERS lSHOATINDI• TITLE: !NS7ALLATI=1 _TA!! u/RQ SCREWS MIN. EMBEDMENT SECTION A —A SINGE HUNG r;N WINDOW- SERIES 1000, 1:00, a 2000 DRAWN BY: 29 APPROVED BY: DATE: 12/13/OI ;SCALE:N. T S DWG..FLEX0026 SHT I OF 2 x I.rro...rin.., e.•. c.Irr .n s r. re1... v:•A P.lrf N07 805-0)65 rAr •67 K5-0366 7 CONCRETE OR M ASOTA, GPEN:NG By OTHERS ONE BY VGGD SUCK Br OTHERS CAULK BEIVEEN VINDOV FLA7IC: L VGCD BUCK STUCCO J BY OTHERS PERIMETER CAULK 91 CTHEPS GLASS ITrPC SEE t9m AxNDOV IGH T ) INSTALLATION ANCHCP 3/16' DIA. TAKEN CAULK BETVEEN VCOD BUCK L NAVY. OPENING 1 B: OTHERS D GLASS (71PC 1-I/a. NIN (SEE NOTEp C C EWKDMTNT 13. C. C _ g . SHIM AS RE-O-D. I/a' 2(At SEE NOTES) FLANGE TYPE VINDOV FRAME ' W.W. RIDGED VINYL ` IGLAZINGBEAD 7-- l Bx / •; - BUCK / HEIGHT) RIDGED VINYL I B B GLAZING'BEAD W.H. . FLANGE TYPE r vINCEW FRAME PERIMETER 1CAULK BY OTHERS a a a CAULK BETVEEN VINDOV fLAHGE L PRECAST SILL V/VULKEM 116 PRECAST SILL ADHESIVE CAULK BY OTHERS OR APRV•D. EOL. CFrT10N A —A B.v BOCK VIDTH) SHIM AS REO'D. 1/a• MAX. SEE NOTES) RIDGED VINTL GLAZING BEAD j C+iC YC+t Ma i_NP.T G ENING BY OTHER; D INSTALLATION ANCHC•R 3/16' CIA. TAPCON v v fP(E By WOOD BUCK By OTHERS FLANGE TYPE p VINDGV FRAME CAULK 6ET VEEn pERI i TERVINDOVFLANGE EAv KLWOODBUCKBYCTHERS CAULK BETVEEN OD BUCK l MAS:Y. OPCNING V.V. vinDOv VIDTH) I By OTHERS6T STUCCO BT OTHERS SECTION B-B T 24• CC. MAX. ITTPJ 6• MAX. <1 rPC I A ---gJ ELEVATION VIEWED FROM EXTERIOR NOTES. 1) SwM AS REO•D. AT EACH INSTALLATION ANEMOR. MAX. ALLOWABLE SHIM STACK i0 BE I/a . 1) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16• DI, TAPCON INSTALLATION ANC)#!'_ MUST BE Of SUFfILtEf4T LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. _ a) USE SILICOMZEO ACRYLIC CAIJII( BEHIND W.NOOW FLANGE AT HEAD PROVED EOUAL.BS. SILL uuST BE ATtACHED TO THE SUBSTRATE_ WrH VULKEU 116 ADHESIVE CAAj( OR5) USE SILICONIZED ACRYLIC CAULK FOR PER:METER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXALT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY USFEO WITHNEXTLARGERSIZE. FOR THE APPRO%R:ATE DES:GN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOWREMENTS Of ASTM E1300 GLASS CnARTS.. B) WHERE SPACING BETWEEN TAPCON ANCHCPS EXCEEDS 24 IN. O.C.. /9 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMS=DMEN T INTO WOOD BLOCK SHOULD erPRINNSTALL APPLIES TO THE9) FLORIDA EXTRUDERS IODC SERIES FIXED WINDOW IS SHOWN. T T ALSO FLORIDA EXTRUDERS 2000 SERtES FIXED WINDOWS. 10) SEE BALK OF THIS SHT. FOP, tNSiL'N A.NCXOR REOLnREMENTS. 11) APPLICATION Of VULKEM 116 ADHESIVE CAULK AT iRAuE SILL MUST COMPLY WITH SEA:!-YT MANUFACTURER'S RECODUENCAT10NS. 12) WHERE WINDOW IS MTAL_EO IN MASONRY OPENING VA A SiRt1Ci1JAL TWO By a000 BUCK. USE Ito SCREWS.Of SUFFICIENT LENGTH TO ACHIEVE 1-3/6• MIN. EMBEDMENT. 1]) WINDOW UNITS CAN BE V'.P_:ED TO OTHER UttITS USING ALUMINUM TUBE MULLION. SEE MU1ION INSTALLATION SmE S FAR P.E-OUIREUENTi. INTERNATIONAL, INC n FLORIDA EXTRUDERSRUDERS SANFORD. FLORIDA ME:iNSTALLATiON DETAIL V/ ONE BY BUCK FIXED FLANGE WINDDu - SERIES 1000 & 2000 T DRAWN BY: 23 APPROVED BY: 2 , 2002 DATE: 10/22/01 SCALE: NTS DWG.: FLEX0018 SmEET I Or 2 2$0 NTLRMAtK7«AL P%A . SUITE 250. rtAiMROw. FLOROA 32746 PHK)NE 407 S05-0365 FA1 AoT _=` 7- 3f6PRCyARCOBT:'PR001K:T TCCMMOLOLr Cd1P„ SNEA THING BY GTHERS CAULK BETWEEN WINDOW FIN C. NCATHING INSTALLATION ANCHOR •8 SCREW —\ EXTERIOR FINISH BY GTHERS PERIMETER / CAULK — gY OTHERS WINDOV HEIGHT EXTERIOR PCR1r TER CAULK BY OTHERS INSTALLATION ANCHOR 8 WOOD SCREW EXTERIOR FINISH BY OTHERS I. IN EH EDNEN1 WDDo FRAMING © I A B.®.A.F. BY OTHERS SHIN AS R:D'D.j T ` ` FL SEE hO;TFS) Af/! 7 F Avv 4 Upp NAME: i 1/4• MAX11 FRE 01GLAZINCSEE NOTE 6: DUCK HEIGHT rjNTYPE vINDOv FRAH£ SHIN AS REO'D 1/A' MAX. SEE NOTES) WOOD FRAMING LI'MIN. JBUCKBYOTHERSCAULKBETWEEN WINDOW FIN L SHEATHING EN3EDMEN-- SHEATHING BY OTHERS SECTION A - A Y I HEIGHT GLAZING tiff NOTE 63 VINDOV WIDTH ' I t/.' MAX. SHIM SPACE EXTERIOR rim TYPE PERIMETER vINDOv FRAME CAULK BY OTHERS B A __, j ELEVATION wEwED FROM EXTERIOR SECTION B- B 8 vw- 9 FRAMING 9, OTHERS SHEATHING 9Y OTHERS INSTALLATION ANCHOR e3 SCREW CAULK BETWEEN WINDOW FIN L SHEATHING EXTERIOR rINISH BY OTHERS NOTES 1) SHIM AS REDO. AT EACH INSTALLATION ANC40P. WITH LOAD BEARING SHIM. LLAX. ALLOWABLE SHIM STACK TO BE 1/6-. 2), WINDOW FRAME MATERAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACH1EvE MIN. EMBEDMENT OF I' INTO WOOD FRAME. 63 USE SILJCONZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) USE- SRUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTu E1300 CUSS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING CUSS' ALSO OUALIFIED. 7) FLOR: DA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ExTRUOERS1500 AND 1000 '_FRIES PICTURE WINDOW. B) SPACE INSTALLATION ANCHORS AT 6_ MAX. FROM CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY Or INSTALLATIONS. WITS ANCHOR SPACING AS STATED, IS 70.0 PS;' FOR ALL AVAILABLE SIZES UP TO 73- X 71- OR 63- X 95- OR 119' X 37-3/2MAX. 9) WINDOW UNIT CAN BE MULLED 70 OTHER UNITS US::NG ALUMINUM TUH MULLION. SEE MULLION INSTALaTION SHEETS FOR RECIRNENTS. INTERNATIONAL. INC. FLORIDA EXTRUDERS SANFORD. FLORIDA TITLE: INSTALLATION DETAIL W/ #8 WOOD SCREW rrrE FIX: FIN WINDOW - SEP.IES 2000 f '^DRAWN BY: BB APPROVED BY: DATE:1 i 13/02 SCALE: N. T. S. DWG.: FLEX0030 PRLPARCI) Br; PROOuCT TECNNOLOCY CORP- I50 RNTERNATC—L PK-. S47E 250. LA.< uART• FLOACA 32716 PANE a07 COS-0365 FAt 407 COS-0366 CAULK SETIIEEN VINrc' FLANGE L V'O,;D 31.111K CCNCRE TE GR NAS•3NRT CPEhING C:. ERS IT :• FIntSN C•T.•ERS 1 PERI]ETER CAULK Br OTHERS vINDDv FRANC HEAD YeXOOwHEIGHT EXTERIOR VINOOV FRAME Sl'_L CAULK BETVE_N V700 3LCK L HASC7+:T OPENING BY OTHERS CNE 3T VGW BUCK Br OTHERS INSTALLATION ANCHOR 3/15' D:A TAPCON Q Cu6EOuENT41 r 1/4' MAX. t SHIM SPACE SHIN AS REO'D LEE NOTES) GLAZING (TTP. SEE NOTES) FERIMCTER CA. r, f 51 OTHERS I FEXTEP.MR FINISH 3r L'%rl t ILK DETVE: N78Y IMJOV FLANGE 4vOO, SUCH. R \ W--K BCTVEEN IMP SUCK L O. AS-r G. l-G FCTION A- ll OTHERS INSTALLATION AMCMR 3/16' D!A- TAPCON SHIN AS R[O'D. SEE NOTES) r L1/X MAX. SHIM SPACE Nn T1) Sr11M AS REO'D AT EACH INS:ALLA"ION ANCHCR Warn LOAD SEARNG SHI.. uAx. ALLOWAaLE S,iM STACK TO BE 1/4. 2) WINDOW FRAM_ MA.ER. ,- ALUMINUM ALLOT 6063 3) 3/16- O1A. TAPCON NSTALLAT.ON ANCHOR MUST SE O% SUFFICIENT LTH. TO A:h:E'l_ YIN. EY?ED4ENi 0: 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6- FROM CORNERS k 24- 0. C. MAX. ALL FACTCRY APPLIED HOLES No.- DESICNATEO FOR TAMCOr: ANCHORS S OVLD aE FILLED WITH /41 SCREWS 0; SUFFICIENT LTH. TO PR(T]OE um. 5/2 N. EMBEDMENT INTO WOOD aucK. A) WHEAE WINDOW IS NS'ALLED N MASONRY OPENING WITH A STRUCTURAL Two BY BUCK. L5E 110 SCREWS 0% SUFFICIENT LENGTH. T3 ACHIEvE 1-3/9 MN. Eu=EDUENT AT SAME SPACING STATED N NOTE 3. S) VSE S; ICOMIZ3 ACRr_IC CAOVc 5E:.INO WINDOW :,ANG£ A' HEAD. SILL JAM65. 6) USE SIUCoM:?D ACRr,IC CAULK FOR PERIMETER SEA: AROUND EXTERIOR OF w NOOw FLj .. 7) CLASS THICKNESS MAY VARY PER THE REOUIREMEMS CF ASTM E13M GLASS. CHARTS. S . E CW-MC IS SHOWN. NSLPATNC CLASS IS ALSO QUALIFIED - a) BUILD DOWN ARWND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFtECIENT STRENGTH TO AOEOUATELY TRANSFER LOAD FROM WINDOW TO THE S-RUCTVRE. 9) FLORIDA EXTRUDERS 100C SERIES DESIGNER WINDOW SHOTHIS WN. TS PRINT ALSO APP• JES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. 10) ELEvAi10N-S S.-Ow COvu0N CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS P;ZWUCT TO ThESE TWO CCNFIGURATIONS. THIS SHEET APP'JES TC ALL CON71CURATIONS THAT CAN 6E MANUFACTURED FROM THE 1000. 1750. A 2000 SERIES DESIGNER ra ED WINDOW FRAMING SYSTEMS 11) WINDOW UNIT CAN BE MULLED TO OTHER`L'MTS VSsrJG ALUMINUM TUBE wuuIN. SEE. MULLION INSTALLATION SHEETS FOR R£OUIREMENTS. EXTERIOR ELEVATIJN S.; N SPACE SHIN AS RED"D SEE NGTCS] I. vINDOv FRAME JAH3 GLAZING ( TTP. SEE NOTES) U H3E DMENT ONE 9T V^_77 ... BOCK BT OTHERS ' INSTALLATiJ+ ANCIZP. Q 3/ 16' DiA. TAPCON CAULK BETvEEN VCG: BOCK L I NAS'T CFEN:ffi a CTMERS C PERIMETER CAULK — I I I ByOTHERSvlN07vN. CAULK BETV:EN FLANGE' l MOOD BUCK ' EXTER m. FINISH COKRE TE By OTH{RS ' - OR MA;: iWY VINDOV WIDTH OPENING By pTTK BRSCTIC• y 6-B WINDOW WIDTH A B B A EXTERIOR EL=VATION 1_ 1/.-MN. ., j'"•yd• F'FJD' . FLORIDA E XTRliDERS's NFORo°F oRi a QCuSEOMEMY.AB:AL ` - AI v . 1 DINE BT V2'D TBLAIUlj TITLETLANGE INSTALLATION DETAIL CONCF.cTE HEADER V/1 BY Q CK BUCK Br OTHERS tuBi cA A -__ DESIGN= R FIXED V!NDOv 1000, 1750• L 20:0 SERIES DRAWN BY: BB JAPPROVED BY: DATE: 02/12/02 SCALE: NTS DWG.: FLEx0035 H(. Q] h. H RCw6DG• [Y. lti •Rwrept RN. S:.f l%. K•f+r, I Onh Y)M H•O( H C-OH] Hr iH K.OM ONE 3, 7JCK 3r C1ti.RS CAULK KIWCEN vINE::i rL— L SHEA7nING 37 CTHERS E.TCR:G. IT OTHERS PER:HETEP CAV_K. BY OTHERS L,iKDOv ra.< HEAD WINDOW HEIGHT E.TE?;C: v:NTAv r;A::_ - FC GI<TER Ck.7,< BY OTHERS E.-ERMR r *;. A CTHERS SHIN A: PEO'D SEC HGTEi3 I GL AZ;NG (ITP. SCC KliCiH SHIH AS REO•D SEE NC.LS) C.uLK 3ETvEEN - d VINOD•_ -LANCE L EDIE eT vOOD MICK CAULK BCT'WCCN mo 3, 07N ,S calcRE:E OR GFC i ION G.—A 1, O7HE:S INSTAL,A.:CNI ANC{; 0 SCREE U1LD DC•/N 3r OTHERS TO SILAFP,:ES 1) Sr.:u AS F.EO'O. AT EA'r NS.ALLA7*N ANC.OR wlTr. LCAO EsP.:NG SHIM. MAA. AwCw'AaLE 5,11M STA:K TO BE 1/.-. 2) ..DDw FRAWWE U..ER L' AL'J-I-U- ALLCr 60E1. 1-3/5- MIN. J) TA:CON w5 ALLATICN ANCtICRS AT Sr-, u;,ST EE O SUr71CiENT LTH. TO AC-.iEF- EMSCDuENT u:N. NeEDUENT OF :-:/<- INTO MA-KDNRY OR CONCRt E. 110 INSTALLATION SCdEwS AT H:AO h JAMES MUST H OF SUMCENT LENGTH TO ALHIEvr I-3,'s- WIN. EuEEDuENt a:73 w000 F-aAwi. AND SU4C DOwN —.ERE REWRED. a._TALLATION ANCHORS k y:REwS TO EC PLACES 6 IN. FRDu CORNERS A 24 IN. O.C. MAX. r USE SKJCCra.EO ACRTrJC CAULK EE. o w DOw rLANGE AT NEAO. Sr L h JA I!S. S) USE SrLICWa2ED ACRflJC CAULK FOR PL-,ZIuETER SEAL ARCLwD EXTERIOR OF WINDOW FLANGE. l;.-, At". 6) CLASS THICKNESS MAY VARY PER TEE TZOUIR-MNTS OF ASTu E1300 CLASS SHIM SPtiE C.NARTS. Sa4LE GLA MUG IS SHOWN, r4SulATwG CLASS-S wALSOOL,FIED. 7) E'AO DOWN AROUND CUTMD PORTION Or w040CW FRAME TO 6E 04VEERM BY O-HERS. 6L" DOWN MUST BE OF SWiICICNS STR£l.GTH TO AGECIUATELi TRANSFER LOAD FROM wve)Ow TO THE STRUCTURE. e) FLERIGA EXTRUDERS 1000 SERIES DES4-ER ww:Ow SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EKTT:'JCERS 175C SERIES h 2000 SERIES. ' A) ELEVATIONS SNOW COMMON CONF,GURATHONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE Two COI(FIGUR,LTONS. THIS SHEET APPLIES TO ALL C^.NrICAIRAT,ONS THAT CAN 6E MANUFACTURE) F?Ou ME 1000. 1750. 6 2000 SERIES DESIGNER FIXED wi,00w FRAMwG SYSTEMS. 10) WMEOw UNIT CAN ALSO SE MULLED TO OTHER UHaTS USING ALUMINUM TUBE MUL.LON. SEE MLILLON INSTALLATION S;,EETS FOR REOLAREMENTS. SUCKHEIGHT s 5 A/-. Ex7EFIOR ELEVA710N a - Mr.CEN RAL FLOMDA B. G. F. CH.SEDME I . trIANUFA /ny ro — ONE sr vC00 r-- G`I'T?I3 NAME: BUCK. 3, GTrERE MASTER INSTALLATION w.Cr-2 MAE 3/16' :IA. TAPCON T. u SUCK wID7N TV0 3, r;..!,l Br OI FtS 9 EuBEOuENT 5— SPACE C W_< BE I'[EN TIC 3r B L C-lCRE TAE Br CT:EZS S-Ir Ai 7_C D* CA—ULK ANC..DR co SCRE': V:NDOv FRANCCAL%_K BEIVCEN vINOOV FLArr„C 9UCKGLAZING (TTP. SEE NDTESTda' O.CRETE OR c_SO^RT PCRIHCTES1 CTHC:SB, OTHEVINSOv v17T CXTCR: CP rimism C,,' CTION 8-B By OTMPS WINnI. W:OTH A IF I I T WrNDDW A. Fx- FF.1C= E' ;yF.TION FLORIDA EITRUDERATIONAL, INC j) SANFO D. FLORIDA TITLE: 7LANGE Ir4STALLm;TION DETAIL v/ FLAME 3JILD D7'-N DESIGrrER FIXED WINDC: IC_0. 1750, L 2000 SE;iHS DRAWN BY: BS APPROVED BY: DATE: C=/12/02 SCALE:N -S IDWG.. FLEX0034 I iN I/H• HUT, •: INSTALL fT IDNANCHORSCR_V (Tip.I CAULK 2E iNP FIN Ivp Br F.AHING SHIN AS REO'0. Br OTHERS MiR TVODOv Br BUILD ( SE--- NOiES7 r C:H£RS ppVN 3T OTHERS I CAULK BEHIND fix FIN rRAHE JAMB I I ST LLAT!CN II I SHiH F; REO'D. NOTES. ) AIM AS REO'D. ACJACENT TO EACH INSTALLATION ANCHOR WTH LOAD BEARING yR SCR£v cT rPJ f CSEE kc. SHIM, unx. ALLO—ELE SHIM STACK TO BE 1/a GLAZING /TrR./ II 2) WINDOW FRAME MATER•AL: ALUMINUM ALLOY 6063. SEE NOTES) L9UN. NAL 3) USE SIICONNIZED ACRYLIC CALLK BEHIND WINDOW F.N AT HEAD. SILL h JAMBS. L— r I1DI jHJN ACRYLICa; USE OFRAMED ACIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR R OF MA1 II I WINDOW FRAME. 5) GLASS THICKNESS MAY WARY PER THE REO'AREMENTS Or ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING C-ASS 1S ALSO QUALIFIED. if LINERS 6) SCREW ANCHORS AT NEAO. Sn1 k JAMS SHOULD BE IS SCREWS OF SUFFICIENT Br ETHERS LIM. TO PROv10E MIN. 1 a. MW., EMBEDMENT INTO WOOD FRAME. PLACE (a EXTERIOR FINISH SCREW ANCHORS .6" FROM CORNERS ANO 2+" O.C. MAIL. EXTERIOR By OTHERS o 7) Suap DOWN ARWNO CURLED PRTION Of WINDOW FRAME TO BE ENGINEERED BY EXTCRi]R FINISH OTHERS. B•J0.D OCWN MUST BE OF SUrr CIENT STRENGTH TO ADEOUATELr BY GT.ERS TRANSFER LOAD FROM wmWw TO THE STRUCTURE. PER! NETCR CAULK a) FLORIOA EXTRUOERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO BY OTHERS A?Pu£RI STOFLOGAEXTRIA£RS 1750 SERIES &.2000 SERIES. fey Mir.• PERIMETER CAULK 9) ELEVATOmS SHOW COMMON COHFRATIDNS. IT IS NOT INTENDED TO LOUT USE Of BY OTHERS IGU THIS PRODUCT TO THESE Two CONFIGURATIONS. THIS SHEET APPLIES TO All FIN FRANC HCADCR CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750, k 2000 SERIES DESIGNER FIXED wINDOw FRA1nNG SYSTEMS SECTION B-B 10) WINDOW UNIT CAN ALSO BE MILLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P.EOLARCMENTS. GLAZING ITYP. SEE NOTES/ CtrJI EXTERIOR PERIMETER CAULK BY OTHERS EXTERMR FINISH By OTKRS e INSTALLATION —/ HOR SCREV ITYPJ VE- THING By OTHERS FIN FRAME SILL SHIN AS R£0'D.- LSE£ NOTES/ i L I— Wl Stir SPA E IIIII ivp BY FRAMING EXTERIOR ELEVATION Br OTHERS CAULK BEHIND FIN GEN r 'a" e TtA = rrtf•`y i u` ADCMi (%p1 TIONSECA—A FILE # t 2002 iW IT EXTERIOR ELEVATIONTIONAL. INC FLORIDA EXTRUDERS 'SANFORFLORIDA11TLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SEPIES DRAWN BY: BB I APPROVED BY: DATE:02/14/ 02 ISCALLNTS DWG.: FLEx0037 wr••KH H. H.oc• a:rnx. ta• +y Hrts.w a.N, ><rs ry. •c.I..,, nanr wH.N .•oa ... Nno.N .., .. a -I H>v CONCRET_ CR S.;M AS PE'C'7 MASONRY OPENING s<rE n,C.;ESN RY OTM_RS C,:AK B_TVEEN DD1R FLA).rGE L vGQ2 _'J K CAL'LK B_TVC_N PERIMETER WOOD BUCK L L MAS'Y. CPENINGCAULi QTM_RS 1 6' OTTERS STUCCO Br• OTNC< 0 H o iil INSTALLATION ANCHOR 16 SCREV (TYP. VHERE — TAPCONS ARE NOT REO')_) SLIT 119`_KALIY Hrr CAULK! UNDER S!'_L INSTALORSETSILLINBEDINSTALLATION ANCH' OF CONCRETE 3/16' Elk TAPCON SECTION A -A INSTALLATION ANCVOR CIA TAPCON 7 INSTALLATION ANCHOR d SCREv [TIP. VN[RE ONE ?. `COD TAP:ONS A<_ NOT P.ED'D.) BUCK BY OTMCRS 1 1/4' MIN EM.3EDMENT SLIDING GLASS DOOR FRAME 0JAM- r 1/A" MAX. I Silm SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR r:_1GHT T_ TEMPERED GLASS T YP.) PER{14.TER CAULK BY OTHERS S.G.D. WIDTH 7 — 1/N" M:.i SHIM SPAC- 1 1/A' MIN EM?EDMENT I, ON_ pY WOOD BUCK BY OTHERS CAULY. BCTvE_N G WOOL SUCK t NAVY. OPENING BY OTTERS SH;M AS REO'D. S_E NOTES) INSTALLATION ANCHOR 3/t6' Di A. TAPCON CAULK BETvEEN DOOR FLANGE L LWD BJC. d CONCRETE OR MASONRY OPENING BY OTHERS 1NS7ALLATION ANCrGR 3/!6' DIA. TAPCON SL:D:NG CLASS D1 R - MOOK STRIP CONCRETE OR MASONRY CP_NINC.,, eT 0: H_FS / CAULK BETvEEN vODD B.)CK t MAS'Y. ,OPENING BY OTHERS V CAULK BETv__N HVOOD BUCKOOKSTRIPt 1-1/4" MIN. EM EDMENi , 1 V E pY RS01HBUCKBYOTHE STUCCO BY OTHERS LoI r L*iAj'-1%A)WP1 B.O.A.F•TEMPERED GLASS -, T Y P.) SECTION r('ACT1URER JNANE1; SLIDING GLASS DOOR INTERLOCK . MASTER FILE HOOK STRIP DETAIL 11 DOM MATERIAL. ALUKINUN ALLOT 6063. ZR TAPCON TYPE INSTALLATIOn NCAHORS MUST BE Or S1fFIC1ENT LEHGTM TO ACHIEVE KIN_E-rDCMT OF 1-1/4• INTO MASONRY OR CONCRETE. .. 3T ALTERNATE TAPCON INSTALLATION uCON HO4SFRONTTO BASK INS ALL rRANC HCHBERS. ... IAPCOI ANcHm CNART On LACK OF THIS SKET. SI USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLAK[ AT HEAD t rJANN6S. 6) USE SILICDRZED KRTLIC CAULK TOR PER!HCTER SEAL ARDUND'E.TERIOR Or'DOOL 71 G E.ACI DOOR SIZE IS HOT LISTED IN ANCHOR CMA21• USE ANCHOR'QIAHTT TT,LIS TED W:TN NEXT LAAGCR SIZE. FO)-THE APPROPRIATE DESIGN PRESSURE RCO'0. BH FOR POCKET OCDt SEES USE CLOSCST B'PAGS DOOR SIZE t C[KIGKRATtON 70 FINISHED OP[nIHG RACE TAPCONS. IN f2CAT D NOOK SIR:? AS SHOWH ' I 91 GLASS THICKNESS my VARY PER RCO0RE'CNTS Or ASIM E13W GLASS CHNwRIS. Ia. ALL FACTORY APPLIED HOLES HOT DESIDA.ED FOR TAPCON ANC" SHOULD BE FILLED WITH .8 SCREV: or SUFFICIENT LE14TH TO PROWIDC IN S/B" (HBEOHENT INTO WOOD B:1GL 1: 1 DOOR UNIT IS APPROKD USING TE-PERED GL"S IN SINGLE GLAZED OR 1N.ULATIK. GLASS 12) JANB / SILL CORNERS ARE TO SC SCALED V:in A SHALL JOINT SEAN SLALER. 131 SHIN AS REO'O. AT EA SET Or INSIALLATIO. AACH.G.-, HA.. ALLCW.BLL S.UH STACK TC BE I—. I• N ALL INEIALLATION ANC•ORS MUST BE NA,E Or CORRO:TIN RESISTANT N -ERIALS. 151 Vn[R[ ".REPRCSEN:E NOV ING PAKL ;:c V RCPR;SEN11 r1.E7 PANEL APP.iOKD A COTIGURAITONS ARC AS LISTED ON ANC.C-0 [MART 311 BACK, Or THIS SHEET 161 HOT ALL CWIGP.TIONS LISTED ABOVC AR{ SHOO. THIS DR.'JINNG. HOWCWCR INSTALL ION Ex.ERjOR ELCvc':ON SECTIONS -A-A', •B-!". L HOOK STRIP DETAIL APPLT f0 INSTALLATION Or ALL APPROVED cAlfIGANATIO.S. 3EDMENT 2 PANEL DOOR S-CVN ITN tNStALL ONE TAPCON IN EACH PAIR Of (`ACTOR* APPLIED INSTALLATION HOLES UNLESS 14TED -. j/,' M. N. OTHCRV!SE a AnCH(Y CHART. SEE BACK Or THIS WET. IB1 fLOR1DA Ex tRUDERS IOW SERIES SLIDING GLASS DOOR IS SHOWN THIS PR:HT ALSO APPLIES TO . 2000 .SERIES AND 5W'SCRIES REVI DESCRIPTION DATE I INI EXTRUDERS F L P I D A INT. INC. SANFORD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS DRAWN Bl-: 3B APPROVED BY: jU; DATE: 10/25/01 SCAM: NTS JDWG F: FLEX0021 H..>•n .• HeppuCl a AiY IC.TIJH CKi.CE.1.4 X. Z'A t.I[-1001 ..L is •- S.A rC 7.. .i•IHP.W- rl OR:l. 7t:ro. ADI-B-'S-Exs Tu .c]-L:St76L SHIM AS RE•D'D INSTALLATION ANCHOR X8 SCREV SHEATHING (SEE NOTES) BY OTHERS CAULK BETVEEN DOOR FLANGE VppD By L SHEATHING OTHERS I 1/4• MAX. X \ S r SHIM SPACE EMBEDMENT STUCCO OR SIDING - BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS u Lj TEMPERED GLASS (TYPJ a A r- t++ .. " DOOR HEIGHT O /0,4 aDER5 _ .. SLIDING, GLASS. DOOR FRAME SILL- G 1I , ( EMBEDMENT A 1-1/4' MIN. DOOR VIDTH '-1/4' MAX. SHIM SPACE fV0 BY VOOD I 1-1/8 MIN By OTHERS EMBEDMENT SLIDING GLASS COOK FRAME JAM3 SLIDING GLASS DOOR SHIM As aeo•D. HOOK STRIP SEE NOTES) INSTALLATION ANCHOR 68 SCREV TEMPERED GLASS CAULK BETvEEN TYP.) Dom FLANGE L SMEATNIMG PERIMETER - SHEATHINGS6TOS CAULK BY TEMPERED GLASS — OTHERS STUCCO (TYPJ OR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK INSTALLATION A..NCHOR X8 SCREv 1V0 Br vOpD Br OTHERS CAULK BE7VEEN HOOK STRIP L SHEATHING SHEATHING BY OTHERS STUCCO OR SIDING BY OTHERS SECTION B-B HOOK STRIP DETAIL 1-1/8- Mitt. EMEEDIEENT TCT(Y 1u.TC. RlK: µWNLr. ._ ALL i0t1 ...... u OOfY+ .. . -. .. ..... .., z, a9 INSTALLATION SCREVS MUST SC Or S(lrICIC%t LENGTH TO ACHIEVE HIX EMRED,CNT Or 1-1/0' INTO V000 TAPCO..i TPC INSTALLATIrM NUCIGRS AT SILL MUST LC Or SVrtCtENT LENGTH TO ACHIEVE HIM CH°CD.CK: Or 1-1/.•, INTO HASONRY OR CONCRETE .. ... n INSTALLATION ANCHOR CHART ON SACK a THIS SHEET. - ' • USC SI ffEPOZED ACRYLIC CAULX SCHIND DOOR rLAAGC AT HEAD L JAMBS. S, VSC SILICOIZED ACRYLIC CALLK rOR P[RINETCR SEAL ARSLmD EXTERIOR OR OOO9L W IF EXACT DOM SIZE IS HOT LISTED IN ANCHOR CwU+T• LSC ANC M OUANTITT LISTED VIM NEXT LA,RCER SIZE. rm THE APPROPRIATE DCSIGN PRCSTIRC'RE0-D..._-.___..__... . _ _ 71 rOR OCKET DOOM SIZES VSE.[LOSCST DYPASS DOOR SIZE L COKIGURATtON 70 rud D O'CHUG PLACE INSTALLATION AIC,Qti. IN FRONT Or H•Jc SYRIP IS S,UVM ' ' D, GLASS THICKNESS NAY VARI [R RCOUIRENEHTS IF ASt. C13W CLASS CHARTS e, .ODOR w:1 IS APPROVED TEW"CD GLASS IN SI,G c GLAZED DR t zLLAnG CLAis 10, — / SILL C--S USING•- TO RE SEALED VITH A SHALL JOINT SCAN SEALER SHIN AS RE.. AT EL S_1 Or IN TALE•7ION AhCNORi. —1. ALVA LOBLCSHIN STACK TO BE VV. 12, ALL INSTALLATION ANE CPS M)Si SE NACE Or C]RROSION RESISTANT MATERIALS 13 V,CRC 'X• REPRESENTS ''VINO PANEL AND a, PEPRCSCNTS rIXEO PANEL APPROVED EOIIGURATIOIS ARE AS LIS TCD ON ANC,OR CH•.-1 ON IVCK Or THIS SHEET. EXTERIOR ELEVATION "' OCT ALL "". TId . LISTED Al10VE ARE ilotf ON THIS DATIVE. MOLL APOVE10 INSTALLATION' SCCTIwS ' A -A'. 'ICON L /0Oc STRI P DETA:L APo- T TO INSTALLATION CF ALL APPRQVCD CO.• IGt*.ATIO.i. 2 CANEL DOOR SHOVN IS, rLOtIDA CX TRUDERS 1000 SERIES SLIDUG CLASS DOOR IS SHOV THIS PRINT ALSO APPLIES TO Z000 SCRIES •MD SW SACRIES. - - " ' - - D ' LIBERA_ LY APPLY CAULKING UNDER S!LL (N$TALLATiON ANCHOR- ORSETSILLINBEDOF CON:RETE 3/16' D:A. TAPCON SECTION A -A F 12002 J DESCRIPTION DATE IN[ F L P I D A INT EXTRUDERS S' ANF_0RD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH 98 SCREWS` " DRAWN BY: ?B _ APPROVED BY: ATE: 12/17/01 !SCALE: NIS JDWG JFLEXD027 SHT I Orl N. Y•..Ye a•. NNNmaNCr a An1KANtD. [H[ri[[X,.4. 1N, rT1 ,w, CXH•TIONAL ,tvY- Kf( tsa. •C.t.7v, rLOR:W. 7r1•., wt•RCS-RYS Iu .RI-Rcs-Rxs 1000 P.VJDESIGNER SILL (TYP) SELF 4S I X 2 X 1/8 at -AIL TUBE MULLIDN SEALANT BETVEEN VINDOV FLANGES L KALLION SEALANT BETVEEN' V<NDOV FLANGES L MILLION Q `-88 X 3/4 SELF ' sit TAPPING SMS HEAD (TYP) SEALANT vO+Dav FVwGESN SECTION A —A (1) L MULLION 1000 P.VJDESIGNER SILL (TYP) . . 18 X 3/4 SELF TAPPING SMS 1X27/16X1/Bit / TUBE MULLION61rSEALANT BETVEEN VINDOV FLANGES- L MILLION 98 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD ( TYP) SEALANT BETVEEN SECTION A -A (3) VDIDOv FLANGES L MULLMN 1000 P..SEALANT BETVEEN L MLLLVJDESIGNER SILL (TYP) FLANGES U_ LWN I8 X- 3/4 SELF TAPPING SMS I X 4 X V8 w1 r TUBE Ml1LLION 28 X 3/4 SELF 1000 SRTAPPING SMS HEAD ( TYP) SECTION A —A (5) a X 3/4 SELF TAPPING SMS I X 2 X 3/8 TUBE MULLION X- 98 X 3/4 SELF 1000 S.K . TAPPING SMS HEAD ( TYP) ' -- SECTION - A-A (2) 1000. P.VJDESIGNER SILL ( TYP) . 8 X 3/4 SELF TAPPING SMS 1X27/16X TUBE MULLION FL SEALANT BETVEEN INDOV FLANGE - L MULLION APPLIES TO HEAD & SILL WHERE I' X 4' AUXILIARY PLATE DETAIL C & 2 X 4' TUBE MULLIONS ARE USED FQ1 ADDITIONAL AN04RS, WHEN REQUIRED) O SHEATHING O_ O INSTALLATION ANCHOR 48 VOOD 53SCREV (TYP) EXTERNAL MULLION INSTALLATION CLIP TVO BY VODD BUCK HY OTHERS 1000 P.VJDESIGNER SILL ( TYP)- MULLION ' APPLIES TO HCAD & SILL WKM I' X 2' t8 X 3/4 SELF k V X 2 7/16' TUBE YUUJONS ARE USED TAPPING SMS DETAIL 8 2 X 4 X3/8 us TUBE MULLION INS IAILATION AAEl41R 8 VOOD, SCREV TYP) MDR¢ CLIP L1 1/8' MIN. I EMBEDMENT I /8' NDa LB-EDKENT 48 X 3/4 SELF 1000 " S.M. TAPPING SMS HEAD MR) TAPPING X 3/4 SELF TAPPING SMS SECTION A —A (4) 1000 S.M. HEAD ( TYP) r1000 P.V./DESIGNER SECTION A —A (7) I SILL (TYP) 08 X 3/4 SELF .o. TAPPING SMS I X 4 X 3/8 r+ [?+ qq TUBEMULLItNrfB-p- N tl81+* 141ANUF u o 08 X 3/4 SELF L_ 1000 S1i TAPPING SMS HEAD ( TYP) SECTION A —A (6) DCTAII E-\ V. FLORIDA EXTRUDERS INTERNATIONAL,INC SANFORD, FLORIDA TITtE: SER. 1000/1500 FIN SHEET 1 OF 2. -TRIPLE- HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: M S H APPROVED BY:' DATE: 2/6/02 SCALE:NTS DWG.: 1HMFINTR SEALANT B VEEN TYPICAL MULLION TO CONCRETE 0 JAMB SEALANT 000 P.V./DESIGNER (APPLIES TO JAMB WHERE I' X 4' DETAIL 8 V[N OV FLANGES SILL (TYP.) do 2' X 4' TUBE MUWONS ARE USED) Q a MULLION 1000 P.V./DESIGNER SILL (TPX 3/4 SELF QQ TAPPING4SMSLFB TAPPING SMS CONCRETE OR NASDNRY BY OTHERS IX2X1/8 TUBE MULLION SEALANT B VINDOV Ft a MULLION N-06 X 3/4 SELF . 1000 SJL TAPPING SMS MEAD (TYPJ SEALANT BETVEEN vwmv FLANGES SECTION A —A (I ) a MJLLMN 1000 P.V./RESIGNER SILL CTYPJ 08 % 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 lC}7-1 / TUBE MULLION SEALANT BETVEEN vwIOV FLANGES - a MULLION 8 X 3/4 SELF 10m SJL TAPPING SMS HEAD (TYPJ SEALANTNDS SECTION A —A (3) a MULLION 1000 P.V DESIGNER SEALANT BETVEE14 SILL ( TYPJ VIMDOV FLANGES 8 X 3/4 SELF a MulLIO4 TAPPING SMS 1 X 4 X 1/8 t Tl r TUBE MULLION 1 X2X3/8 TUBE MULLION ONE BY VOOD CFWTRAL FLOWDA B.O.A.F. BUCK BY OTHERS a MANUFACTURER NAhE: f8 X 3/4 SELF MAS IT FErIE J} 1000 S.H. TAPPING SMS YT iJ - HEAD ( TYPJ INSTALLATION ANCHOR 3/16' IA. TAPCON SCREV ANCHOR (TYPJ EXTERNAL MULLION INSTALLATION CLIP SECTION A —A (2) L000 P.VJDESIGNER 1000 P.VJDESIGNER jrSILL ( TYPJ SILL (TYPJ a p8 X 3/4 SELF $8 X 3/4 SELF TAPPING SMS 1 % 2 7/16 X 3/8 TAPPING SMS TUBE MULLION 21 4 X 3/8 1 1/4' MIN. IaI / TUBE MULLION EMBEDMENT I I SEALANT BETVEEM J VINDaV FLANGE a MULLION 68 X 3/4 SELF 1000 Sit TAPPING SMS HEAD ( TYPJ SECTION A —A (4) 1000 P.VJDESIGNER SILL ( TYPJ 8 X 3/4 SELF TAPPING SMS •I X 4 X 3/8 r ---- u_1 J/_ TUBE MULLION V\_ q8 X 3/4 SELF X 3/4 SELF TAPPING SMS IOOU SJl TAPPING SMS HEAD T D (TYPJ S. H.SHEAD (TYP.) EA SECTION A —A (5) _ .SECTION:A—A (6) 8 X 3/4 SELF TAPPING SMS 1000 SJi HEAD ( TYPJ SECTION A —A (7) If FI FVAT)ON _ VIEWED FROM EXTERIOR FLORIDA EXTRUDERS SAANFOR 0, TARNA TME: SER. 1000/ 1500 FLANGE SHEET 1.. F. 2 TRIPLE- HORIZONTAL MULL-I N SECTI NS. SEE OTHER SIDE (SHEET'.'2 OF. 2)'FOR DESIGN., PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY:- LGDATE-2/ 6/02 scALE:NTS . DWG.: " 1HRY 9 i000 P.VJDESIGNER SILL .(TYP.) 18 X 3/4 SELF II / TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION SEALANTBETWEEN' WINDOW S t MULLION 18 X 3/4 SELF 1000 S.M. TAPPING SMS MEAD (TYP.) SEALANVINDwT BETWEEN SECTION "A —A (1) L MULLION 1000 P.VJ DESIGNER SILL (TYP.) 18 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 if TUBE MULLION SEALANT BETWEEN WINDOW FLANGES - L MULLION 18 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) VINDOV FLANGES t MULLION 1000 P.VJDESIGNER SEALANT BETWEENNDOviVFLANGES SILL (TYP t MULLION 18 X 3/4 SELF TAPPING SMSI X 4 X 1/8 1 1 f-TUBE MULLION 18 X 3/4 SELF 1000 SH TAP PING SMS HEAD (TYP.) SECTION A -A (5) 1000 P.V./DESIGNER AUXILIARY PLATSILL (7YPJ ( FOR ADDITLON.AL AIK>MS. WEN REOUIREDJ 18 % 3/a SELF (OD DETAIL C TAPPING SMS IX2X3/8 O O TUBE MULLION — — M LUON TVO BY VOOD 18 % 3/4 SE ^ , ` B K BY OTHERS TAPPING SMS CEh a'F. 1000 Sit HEAD '(TYP.)dJa AICTUR• .F i ANX SECTION A —A (2) 1000 P.V./DESIGNER `.^ # SILL (TYP.)it 18 % 3/4 SELF 1000 P.V DESIGNER TAPPING SMS SILL (TYP.) IX27/16X38 TUBE MULLION 19 X 3/4 SELF TAPPING SMS TUBE MULLION SEALANT BETWEEN VD1DTlV FLANGE L MULLION 18 X 3/4 SELF 1000 S-K TAPPING SMS HEAD (TYP.) SECTION A -A (4) 1000 P.VJDESIGNER SILL (TYP.) ' 18 X 3/4 SELF TAPPING SMSI X 4 X 3/8 1 orvr--nrll T TUBE MULLION R8 X 3/4 SELF 1000 SA. TAPPING SMS HEAD (TYP.) SECTION A —A (6) APPLIES TO HEAD & SILL WHERE I X 4- 2- X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 48 WOOD SCREW (TYP-) EXTERNAL MULLION INSTALLATION CLIP -- MULLION n...0 FI FVADQ VIEWED FROM EXTERIOR" . DETAIL B . APPUES TO HEAD a SILL -WHERE V X 2• I• X 2 7/16• TUBE MUUJOS ARE USED DcV-j. ALLATION ANCHOR SCREW J CLIP 18 X 3/4 SELF , TAPPING SMS 1000 S.H. SECTION -A—A (7) I 1/e' , HEAD (TYP.) F—QIBEDNENT FLORIDA EXTRUDERS INTERNARnD0L AL >rIc SANFORD, FLOREDA r.: SER. 1000/ 1500 FIN SHEET 1 OF 2...' TWIN*HORIZONTAL MULLI N SECTIONS " SEE OTHER SIDE (SHEET 2 OF 2) FOR DES IGN.PRESSURE CAPACITIES I B F_u 2tM DRAIPY BY: MSH APPROVED BY: DATE:2/6/02 SCALE: NTS DWG.: 1HMFINTN B CV.V t7V r_A S 1 Sr__ T ,--tG x 3/4 S::'_F TAP * S`tS t ir: X 2 X I/S I M.fiLi_V X 3SELF TAnpl sms ViN90v F_o {s C,: C T ION A —A (i ) lei:: P.V./ES:GHER FS! LL (TYP.) I ( a8 X 3/4 SELF TAPPING SMS 1 x 2 7/I6 X 1/8 I F—l(TTl / TUB: MULLION, STA P_MT F_ Ao ES3NIES- VL\wV - L MJ_ LIu I 1 1 I C9 X 3/4 SELF 1 IGW S. X. TAPPING S4S I HEAS ( TYPJ SEALANT 2E- vEEN ) S=TION A—P. 3, VIN:i: v rLnw-ICES cr+ a ua r-19v0 P.v./DfS:?V=i' $EOLA!:i SILL (TYP.: V1NMJ i'LA 1 -- - L4(: LLiCN f J" x ?/ 4 SELF X a x l/ e f VrR YP! Ca AJI!ICN O CONCH= E C jVAE \ ci;i • = ES:G (AF=JES TO .F..u3 W'^:ERS 1" x 4'I i S: LL G I2" X ' it,__ MJLL'ONS AY; JSED1 Q ' I S It Tor PiV. SMS I l• I CY 07;-, E uic MASOtiitY t 9Y D; aEKS 'I It Q,TNTRAL g' g,ORM ..A.. 2U < 5-0 -I;ERS 2dANUFACTUAYE NAM: t: T SM TA?FIB SV..S Qr%l FILE 4 1 41+ a LVS' M LATiEl` AND i 3/;c' 2:A. MtLLI(:f+ I. S.ALLA' IO.V CLIP S:=CiiON' A - A (2) I 1 GG P :./CES; GrI K Si'-L (TYP.) r-ZE X 3/4 SEL% SNs i X 2 7/15 X 3/a TU°E MU- 1-10-( r S,; JJ Se:. C(Y=J 1 -S X 3/< SELF TA?FI::G SNS 2 % X 3/ 8 i ' I j i Q iITAP':NG I I -. j 1 1/4' MIN. 4 S_a_A.\ T BETWEEN FLA.ZE - L x;,t_ IGv c8 x 3/ 4 SELF S.H. r etF? I4 SMS r.EAD (TYPJ SE-710N AA — A (A r :c(:e F.v./LESIGNEP. S:L_ ."YP.) kP X 2/ 4 SELF TA?orlr SY.' 1 % 4 x 3/8 E 28 X 3/ 4 SELF X--#6 X 3/4 SELF iAPF•i.NG Sms _ :u TA?PIX: S4S IGea s_i i s.a. AD (TYP.: .EAD (-, YP., aD x 3/ 4 SELF TA.°FlUr4 St' s HEAD Yp.; jFCT10\ A —A ( 7) All J l/ i FEB 15 2i,'; J2 f I ELEVATION YEW- C FROM EXTERIOR FLORIDA EXTRUDERS ION. L SANFORD. FLOORIDADA 1000 1500 FLANGE ..SHEET ' 1 OF. 2 . TWIN.HDRIZONTAL MULLION SECTIONS S_LLjfnC.M J:' JL J ±=L 1 2 Or. C/ FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH' APPROVED BY: DATE: 2/4/C?' SCALE:K T S DWG.:-1HMFLGT:; 7 I I I I I I I I 1000 P.VJDESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS I X 2 X 1/9 TUBE MULLION SEALANT BETVEEi VINDOV FLANGES L MULLION SEALANT.BCTVEEN- U L MULLIFLANGES.- @1APPING 88 X 3/4 SELF 1000 S.K T SMS HEAD ( TYP.) vim+ BFLA FLANGESSECTION A —A (I ) L KJLLILN 1000 rP.VJDESIGNER SILL ETYPJ 18 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 f— t01-1 rTUBE MULLION SEALANT BETVEEN VINDOV FLANGES- L MULLION I8' X 3/4 SELF 1000 Sx .TAPPING SMS HEAD ( TYP.) SEALANT BETVEEN SECTION A -A (3) VINDOV FLANGES L MULLION r 1000 P.VJDESIGNER SEALANT BETVEEN SILL ( TYP.) VINDOV FLANGES L MULLMN 18 X 3/4 SELF TAP_ PIING SMSI X 4 X 1/8 InfYPII-, ll r TUBE MULLION 8 X 3/4 SELF 1600 SJi TAPPING SMS HEAD ( TYP.) SECTION A -A (S) 1000 P.V./DESIGNER AUXI WZY P A SILL ( TYP.) 60R ADDITM7 AL ANGQiS. V)EN REOUtRED) SELF MS I X 2 X 3/8 TUBE MULLION 0 QErAlLC CENTRALFLGPJDA B.O. I bBY VOOD 3/ 4 SELF CK CK BY OTHER 1000 SA TAPPING SMS. bfANUFACTLJRER_N HEAD (TYP.) OR/ t?4 phY7P SECTION A -A ( 2) 1000 P.V./ DESIGNER M-ASTF-R FILE', SILL (TYP.) RB X 3/ 4 SELF 1000 P.VJDESIGNER TAPPING SMS SILL ( TYP.) 1 X27/16X3/ 8 Ir TUBE MULLION f 08 X 3/4 TAPPING SMS LF N SEALANT BETVEEI VtHDOV FLANGE - L MULLION' 118 X 3/ 4 SELF 1000 S.H TAPPING SMS HEAD (TYP.) SECTION ASECTION A— A(4) r 1000 P. V./DESIGNER 1 SILL (TYP.)' 8 X 3/ 4 SELF TAPPING SMS 1 X 4 X 3/8 F-Uln ) TUBE MULLION APPLIES TO HEAD & SILL WHERE I - X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION_ ANCHOR # 8 VOOD SCREV (TYP.). EXTERNAL MULLION w, INSTALLATI N CLIP MILLION . DETAILC 2 X 4 X3/8 TUBE MULLION I J L 1 1/8' MIN. EMBEDMENT ELEYATION .. MEWED FROM EXTERIOR DETAIL a APPLIES TO HEtO h SU WHERE V X 2-' R V X 2 7/16 TUBE-ULRIJONS ARE VSED TALLATION AM9gR .. @8' VOaD SCREV TTP.) HmL CLIP e8 X 3/ 4 SELF TAPPING SMS 1000 S.M. SECTION A -A (7) TYP.) 1/8' MUl HEAD (TYP EMBEDMENT FLORIDA EXTRUDERS INTERNATIONAL.. IA TITLE:SER. 1000/ 1500 FIN SHEET 1 •F.2 I"''•'=; H RIZ NTAL MULLI N SECTI NS SEE OTHER SIDE ( SHEET 2 OF 2) F R 08 X 3/ 4 SELF - - DESIGN PRESSURE CAPACITIES - .. 1000 Sit TAPPING SMS - HEAD (TYP.) r r4 4 DRAWNBY: MSH APPROVED BY: SECTION A -A ( 6 DATE:2/6/02 I SCALE: NTS DWG.: IHMFIN 4 S__ sns Y 1 :/6 FLANGES- L t!.:L_MN t SJL4N7 3-TV:E241 u: FLAN--S '-- 06 x 3/4 S-,c V:N S Y.LL.'Ct: \--::0 Sr. ;coPih'_ S!IS SEa::.v7 EC71cct: VM--3V FLA S SECTION . A -A. (? ) L MJLLia: QDG F.V./CESTGNE r S:LL (TYP.) E )t 3/4 SELF TA'PitiG SHS TUBE ML`_LIr'N SEALA^t7 BETVEEN i Mir -LID; Re X 3/4 SELF ICAO SK TAPPING SMS HEAD <TYPJ S-ALAN'T ECTVEEN S:'UiQU A —.A (3). WPM%; FLA\2-S L K_..LION r != F.V./0ES;GNER SEAL4MT gCTVENE f SILL (TYPJ VINDO' =,ANGi:S a6 x 3/z SELF L r.MLI: I TAPPR-G SMS r X 4 X I/E F8 x 3/4 SELF T APPIr+G SMS 1:^.^, S.. HEAD (•YP.) 5 T''a,CAL MUWON TO CoscP= = C r ? .!° -C•nc I (_°?L'ES TO J)':. WHERE X 4- cc Q AF=aG S4S ICONCRETECZMASCN4'r jI r 5" DTHEFS I i CENTFAL . FL.ORMA . B.O. A. F. A S-' - ieX / c_: TA'PIN_ SM.S bUNIlFti'CTUfJ ER.NAA E: I 1' SECTION'A-A (tl MASM11 FREE # j" -- inST-__AT[C A<Hir-- 3/.6' BiA. EX--ERNAL Y:TLL10% t STALLAT.GF C.. I SILL 4TYP.) QIScX3i4SuF 7APP:N= SMS j STLL , I i 1 xc 7!I5'X 3/2 TYP.) I TU37- MULLTGN —4 1 1/4, HAM. . e x 3%4 SELF EM-H-DwENT jAPPInG SNS 2X 4X3/8 T{TJ1 i TUBE MULLION J l tl SEALANT BETWEEN V^.NOON FLANGE - L Kx;-IC 4 ve x 3/A S-r .. I000 S.H. TAPPING SMS HEAD (TYP.) SECTION A. —A. (4) IC03 F.W./DESIG`+ER S:! L CTYP.) . r-4G X 3/4 Sc_F TA -PING SMS 1 x < X 3/8 ACC S S FCTin• /c•, Ce" x .3/ 4 SEL- TAPPING SM 1G C`S.H.... SEQ-;nrc A —A (7) el cl FV.AT . n Vi=lWEC FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, , RIDA rr M SER, 1000/'_-300 El ANGF SHEET I Or 2 HOR I ZLr',NTAL. ,; I SEC- I NSI C OF 2-fS= D I SIDE _ DE l J:'TCC / F -::R DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: " i -. i .9 5 2002 DATE:! SCALE:., T$ DWG.: I i- V I_G S 1000 S.H. 1 X 2 X I/8 1000 S.H. 1 X 2 X 3/8 TWO BY WOOD DETAIL C JAMB (TYP.) TUBE MULLION JAMB (TYP.) TUBE MULLION BUCK BY OTHERS 18 X 1/2 SELF e8 X 1/2 SELF 1 1/8, MIN. TAPPING SMS TAPPING SMS EMBEDMENT 2 X 4 X 3/8 SHEATHING SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION . INSTALLATION ANCHOR 118 WOOD VINDI3V FRAME VINDOV FRAME SCREW (TYPJ L HUILLIOM i MULLION 48 X 1-1/2 SELF pB X 1-1/2 SELF EXTERNAL MULLION INSTALLATION CLIP TAPPING SMS TAPPING SMS MULLION SECTION A —A (1) SECTION A —A (2) -. 1000 S.H. APPLIES TO HEAD k SILL WHERE I' X 4' 16 X 1/8 I 1 X 2 7/16 X 3/8 JAMB (TYP.) do 2" X 4" TUBE MULLIONS ARE USED LION 1000 S.H. JAMB (TYP.) TUBE MULLION JAM APPLIES TO HEAD k SILL WHERE I" X 2" do 1" X 2 7/16" TUBE MULLIONS ARE USED 18 X 1/2 SELF 08 X 1/2 SELF as X 1/2 SELF TAPPING SMS ION A R I TAPPING SMS TAPPING SMS BSTALLAIB TYPJ I I 4; SILL CLIP SEALANT 18 X 14,AWI ' IT BETWEEN V FRAME SEALANTTAPPING SMS i MULLION 11/8- MIX. EMBEDMENT ION L MULLION SECTION A —A (7) mawrHD.G p8 X 1-1/2 SELF. TAPPING SMS TAPPING SMS DETAIL C SECTION A (3) SECTION A —A (4) emu AUXILIARY PLATE •: - ATE I X 4 X 1/8 1 X 4 X 3/8 Q ,• FOR ADDITIONAL.ANCMORS, WHEN REOUIRED) TUBE MULLION TUBE MULLINgO`LLi to'llawn1i 1000 S.H: 1000 Sit Q _ Q JAMB (TYP.) JAMB (TYP-), 48 SELF -TAPPING \ \/ SMS (TYPJ ` DETAIL B MULLION 2F EIFVATIO VIEWED FROM EXTERIOR TAPPING2SMSTAPPINGSMSINCFLORIDA EXTRUDERS1SANFlaD, FLORIDA SANFORD, FLORIDA _ mLe:SER. 1000/1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEALANT BETWEEN INDOV FRAME SEALANT BETWEEN V I taFRAME F 3 Zn01 SEE OTHER S I DE ( SHEET 2 -OF -2) . FOR i MULLIONDESIGNPRESSURECAPACITIES1$8 X 1-1/2 SELF 08 X.1-1/2 SELF TAPPING SMS TAPPING, SMS DRAWN BY:MSH APPROVED BY: SECTION A — A (5) SECTION A —A (6) DATE:2/6/02 I SCALE: N T S DWG.: 1 VMF IN y a TY?: i • -L-c_ 4---i•'s :A.M= (TYF.) E X '_!2 S7: SyS r\ L M:I:IGti Y : "!/? SCE•-. TP.PPI\`_ SXS CTION h-P, r i 1 X iE 7/. 5 X:, E TUBE MULLMN JAM-- (TYP.) JAMS (?!P.) I_ ^. S JAMB (TYP.) S x 1/2 sl: S TAPPLti_ S4S NL_ SE4LANT BEIV ENVINMVFLAf*[S L MI!_L IGN L- #8 X 1-1/2 SELF TAPPING SMS S=CIION —A "Sl r x 4X1/E TUBE MULLIIIN ri o, S.H. — J4113 (T YP.) i 02 x 1/2 SELF TAPPING SMS SEALANT S£TVEEN V!N0n_V rLANG.S c L K L:Ci: 9? X ! -! SELF TAPPING SmS. IVY. --Y 'J• X 2 X ?/9 T;.l-- MULLION 02-X ii_ Sr_F i C• S'!S SE.4LAr•' 3zTVEEs V ._•r ._Fti__S I VTIdI• 'A —A i L ri X 2 ii IE X 3/e TTY" 1JAMB 9 X :/2 SELF TAPPING SMS Y WOOD__ DETA!'- C L_ 3LC.( EY C- 'ZRS RY GTr.E<SV 1 114' M!N 4 / 4C.!:`i :MCA: t\, I T— I TAPVry SC;i_ .V ANC -re Cyr=.l iii 1I:':fJl` M;;'__G'ti TO 'CON=RE -- 0 iti[JJ - 4rLr_Li:J. i (,-;SUES TO 'rEAD' k SiiLL W'-1ERL 1 .X r Ltuu:culs ARE •isEcl I 7k11 aE X _/2 SELF TAPr•ih. SAS I rI r-INSTA iATID.\ ANCMpR I 1 -^c• rAc . u8 % !-1/2 SELF \G SEAL/4.T ETVEu.N 1 SEALANT c_TVEEti T rP;NG SMS V!N17^'.! il4fi-SA- L N•JLLI19: vu<scd ruNr;Es ' L M`n_L!GN SECTION A —A t;( 7; a •X !-' •? SELF TAPPING'SMS RETAIL C S-CTi^vN .ti—A i4i,-- S_A_AYT ET•._EN VIN3.11V -L4N = S L KiU.P,N 6 X 1-1/2 SELF TAPP:tiG SMS. i I I I._ L 1.4, _ •_Ch SCREV ANCR (TYP.) SILL C•_IP EM.Bc Td1cKT I P.<-_AST SILL Br•TNE S L:IXf_!&RY PEAT r:R-QWTICNAL ANCHORS, v-_N RECUIRED) I. O O SMS CTYP.) \ P I EF EV4FJv 10 I E) VIEWEC FnOF! EXTERIOR AL INCIFLORIDAEXTRUDERS. snxFROAxn-FL6RIDA TITLE: SER_ 1000/ i --GO. r LA\GE SHEET 1 Or 2 yt K i _ _y_ ku_! I La SECT LGIN- S i SEE DTHER SIDE (SHEE-T` % o.; `' 2) - FQR E, S! PRi SSURE CAPACITIES-""'.-- FEB 15 1DRAWN BY: M.S i APPROVED BY: _ DATE: r/11r' SCAIE ';T$ DWG. ' V ". LC ICCC Sy.. _ 1 X 2 X ?/9 Jq•.c ,'Y?: 1 TJiiE cE X - S__ AF?:NG S!!S 6EN ` AtiIYS • \I.i:J 1 A••1'L_ \-_C J. -:/ .SQL l5 X TA??i.':G SMS S-CT;ON A - ;a X 2 7/16 X !ic Y 2 7PE X 3/E rl T;12_ M:i_LMN' 1=* S:ry1C_C S_ti r TUBE Y.!P aC 49 X 1/2 SELF TA.PPiNC SMS P5 k I/2 SELF A. SMS lOQ: S.- TYPICAL J 2 ? i`ZChf L VULLIGN 70 4 Lt CY SG t I 3E X 1 C S=:- TAc=:NC SS;S j SEALANT 3ETVE_=N PP X 1-!/2 SELFV:N v FLANGES L LIG'i ram?rNG s !s SECT ON h (71 I SEALANT BETVEEN 1 '\ S=ALA%T EETVEc_ti . .. // "'`=•-" \ VINDOW FLANGES 'viNE4V FLANC_S ?9 X 1-1/2-SELF L KJLLIFLY L MULLI74 iAPP:.'w:-$.M$ 1 APPIM3 SMS sFcT;or: a-Ff31 SE T oG-.A 4 , 1X4x!/ E TU3C MULL MN IGOC S.N. I I I I ICE` S.P. —. 49 x 1/2 Sc F TAPPING SMS I' I X4X3/ 9 i jl A'_, A 8 TU L. N i izo r iA?Pi'G 9 i ELE' d- .,ti FiCh! EX. ZR R 6 FLORIDA EXTRUDERS I S o n° oR A c8X !/2 SELF TAFriNG SMS - r ULE:Sr R 100(j/ i 50G F LANGE SHEET 1 0,1_2 UVERTICAL MULLION '_,'PTO HOR I ZONTA N' TERNF_ CLIP 1X . OR =X MJLL ('Y?J i r-INSTAL_ATM-NA40CR SCREV avci•CR (Trr] 1 !/ 4' MIN. Q Ex==DMENT PREC? ST SILL BY OTHER AUXUARY' PLATt CF i ADL! T IONAL A.`C-t 4S. VHEN REQU-Mv D, O i 0 si•: ALAr,T e:r•.=EN , SEE THEP\ S I;; C SHEET- 2 Or 2) - uR SEALANT BETVEEN VINEGV FLANZS L•I::_^"_°V r_.•_s C9 x 1-i/2 Ste_: LES i GN.. PRESSU cE CP.PP.0 I T I ES L MILLIUN L MU'_LL7+ TAF=Eti S'!S ta X 1-1/2 SE_F Crpp r.^7 FGJ1KjL'°L'' DRAWN BY: t1SH APPROVED BY: c- TAPP: N3 SMS _;CI: ! !` C11Oi i _A i,jin-Ai,j%- /`- r r DATE:2/6%', SCALE: N I S DWG.: 101-HMI LO. . 3/ SEALANT BETVEEN APPLIES TO HERO & SILL WHERE I X 4- NDO ta+ FLANGES AUXILIARY P a DETAIL C & 2 X 4- TUBE MULLIONS ARE USED iCR DDITI(MtAL AMCKPS. V," REDUTREDI 2000 P.V./DESIGNER 2000 P.v DESIGNER SILL (TYP.) SILL (TYPJ O D8 X 3/4 SELF D8 X 3/4 SELF SHEATHING TAPPING SMS TAPPING SMS I X 2 7/16 X 1/8 I X 2 7/16 X 3/8 O _O TUBE MULLION TUBE MULLION INSTALLATION ANCHOR 118 VOOD SCREV (TYPJ SEALANT BETVEEN OVINIXIVFLANGES . . t MULLION EXTERNAL MULLION TVO BY VOOD INSTALLATION CLIP BUCK BY OTHERS 18 X 3/4 SELF 118 X 3/4 SELF 1000 SX TAPPING SMS 1Q00 $J{ TAPPING SMS HEAD (TYPJ HEAD (TYPJ 2000 P.VJDESIGNER SECTION A —A (1) SECTION A —A (2) SILL (TYPJ 48 X 3/4 SELF TAPPING SMS 2 X 4 X3/6 TUBE MULLION FLORM $'® F. 1 SEALANT E CENT fl tip 1`Triu •"' t NDOV N r s F § FRE SEALANT BETVEEN SEALANT BETVEEN VENDOV FLANGES VINDOV FLANGES t MULLtDN t MULLION 2000 P.VJDESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS r t X 4 X 1/8 TUBE MULLION DFTAR O 08 X 3/4 SELF / TAPPING SMS 2000 P.V./DESIGNER EA S.H. H SILL (TYP.) HEAD (TYP.) 0 8 X 3/4 SELF SECTION A —A (S) TAPPING SMS I X 4 X 3/8 . T TUBE MULLION B8 X 3%4 SELF \-08 X 3/4 SELF TAPPING SMS TAPPING SMS l000 S.M.1000 S.M. HEAD (TYP.) HEAD (TYP.) SECTION A —A (3) SECTION A —A (4) MULLION'' APPLIES TO MEAD k SAL wHM I- X 2- V X 2 7/167 TUBE YUILK)NS ARE USED DETAIL 8 ao.nma rR 1)6 TALLATION iwC/aR t8 Vm0 SCREV TYPJ NOR2 CLIP. Ll 1/8, MIN. I EMBEDMENT I I in, HIM CKEEDMEKT FLORIDA EXTRUDERS INTERNATIONAL, >A Mu: SER. 2000 FIN SHEET 1 OF 2 - " fttl HORIZONTAL MULLION SECTIONS TRIPiF '. _ _ . _ . SEE OTHER SIDE (SHEET 2 F2) FOR DESIGN PRESSURE ;-CAPACITIE& DRAWN BY:MSH' I APPROVED BY: DATE:2/6/02 SCALE: N T S DWG.: 2HMF INTR TYPICAL MUWON TO CONCRETE m JAMB APPUES TO JAMB WHERE 1' X 4' DETAIL B k 2' X 4" TUBE MUWONS ARE USED) Q 2000 P.V./DESIGNER SILL (TYPJ 2000 P.VJ ESIGNER SILL (TYP.) CONCRETE OR MASONRY 8 X 3/4 SELF t8 X 3/4 SELF BY OTHERS TAPPING SMS i X 2 7/16 X 1/8 TAPPING SMS 1 X 2 7/16 X 3/8 INSTALLATIONANCHOR 3/116(; TUBE MULLION TUBE MULLION ONE BY VOOD - ' EXTERNAL MULLION INSTALLATION CLIP BUCK BY OTHERS . SEALANT BETWEEN SEALANT BETWEEN VINDOV FLANGES WINDOW FLANGES Q.. L MUILIDN L MUL.LIDN 2000 P.VJDESIGNER - MULLION t8 X 3/4 SELF 2000 SJ-L TAPPING'SMS t8 X 3/4 SELF . 2as0 Sit TAPPING SMS SILL (TYPJ HEAD (TYPJ HEAD (TYPJ t8 X 3/4 SELF SECTION A —A (1) SECTION A —A (2) TAPPING SMS 2X4X3/8 TUBE MULLION ., Q r 11 U`, ho.®••' r • SEALANT BETWEEN 1 .1/4' MIN. VINDOV FLANGE EMBEDMENT g p n oT ppi T L MILLIDN B`IER FILE #DETAIL a r 98 X 3/4 SELF SEALANT BETWEEN TAPPING SMS VDQaV FLANGES L MULLIDN _ 2000 S.M. 2000 P.V./DESIGNER 2000 P.VJDESIGNER HEAD (TYPJ SDL (TYPJ r SILL .(TYPJ t8 X 3/4 SELF / t8 X 3/4 SELF SECTION A —A' (5) TAPPING SMS TAPPING SMS _ 1X4X1/6 IX4X3/8 ` TUBE MULLION TUBE MULLION ELEVATION VIEWED . FROM EXTERIOR SEALANT BETWEEN FLORIDA EXTRUDERS UM ATIoxAL, INC. WINDOW FLANGES SANFORD, FLORMA L MILLION SER.-.2000: FLANGE - SHEET 1 F`- 2 TRIPLE H RIZONTAL_ MULLI N.•SECT.IONS t8 X 3/4 SELF a8 X 3/4 SELF 2000 SJL TAPPING SMS 2000 SJi TAPPING SMS SEE OTHER SIDE (SHEET 2 OF .2) FOR HEAD (TYPJ HEAD (TYPJ DESIGN -PRESSURE--CAPACITIES " SECTION A —A (3) SECTION A —A (4) 18 DPiWN BY: MSH APPRovEuBYc ,`- DATE:2/6/02.--. Scx:NTS-- MG- 2HMFL•GTR'- 2000 S-H. 1 X 2 7/16 X 1/8 2000 S.H. I X 2 7/16 X 3/8 JAMB (TYPJ TUBE MULLION JAMB (TYP.) TUBE MULLION 18 X 1/2 SELF 18 X 1/2 SELF TAPPING SMS TAPPING SMS 2 X 4.X 3/8 TUBE MULLION SEALANT BETVEEN _ 08 X 1-1/2 SELF - 2000 S.H. SEvim jv FLApq,ES' VIND3V FLAMGES TAPPING'SMS ,JAMB (TYPJ t 14ALMN 18 X 1-1/2 SELF t MULLION TAPPING SMS .. . SECTION A -A (1) SECTION A -A (2) X4X1/B r1X4X3/-- II II TUBE MULLION TUBE MULLION l i DETAILC TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION 2000 S.M. 2000 SJi SEALANT BETVEEN*1 JAMB (TYPJ JAMB (TYPJ VINDOV FLANGES S MIILIIYI CTI0 48 X 1/2 SELF I8 x lit SELF TAPPING SMS TAPPING SMS i SEALANT BETVEEN SEALANT BETVEEN iF8 X 1-1/2 SELF VDIDOV.FIANTE5 VINDOV FLANGES TAPPING SMS KULtMullII1N18X1-1/2 SELF tLMN NAPPING SMS SECTION A -A (3) 'SECTION A -A (4) AL FLOWD. INSTALLATU INTERNAL CLIP 08 X 1/2 SELF TAPPING SMS 48 X 1-1/2 SELF TAPPING SMS J) ' 08 SELF TAPPING \ SMS (TYPJ DFTAII B F1 FVATION VIEWED FROM EXTERIOR 1X OR 2X MULL 1 Fes- 1 Y FIQ PY -mill I DETAIL DYSTALLATMN ANCHOF 3/16. TAPC@1 SCREV ANCKaR (TYPJ SILL CLIP j 1 1/4' KIN. EMBEDMENT PRECASTSII1 B7 OTFERS AUxIUARY"Pu rE CFOR ADDITIONAL ANCHORS,VHEN REQUIR D) 0 0 u m l l . FLORIDA EXTRUDERS ;;sarrFo°INA vv Tnu:SER.. 2000 FLANGE - SHEET-_'1--OF 2 VERTICAL MULLION INT HORIZONTAL.. SEE OTHER SIDE ( SHEET'.- 2--OF 2)-,FOR.: DESIGN -PRESSURE CAPACIT;IES.:•. 18 2o%2 DRAWN eY:JBH APPROVED BY: = DATE:2/2/02 .. SCALE: NTS.. DWG.: ' 2VMHMFLG AUXILIARY PLATE FaR ADDITIaNAL A.aops. VHEN REouIR£D) DETAIL 1igC LlLli s r' STL. LL ANUVACTURRER Nam- SEALANT BETVEEN MAST-16H ' 0 QJE VINDOV FLANGES L MULLION MULLION Lo 2000P.vJDESiGNER 2000 P.V./DESIGNER SILL ( TYP.) SILL '(TYPE N8 X 3/4 SELF N8 X 3/4.SELF TAPPING SMS TAPPING SMS TVO BY VOOD BUCK. BY OTHER IX27/ 16X1/8 1X2.7/16X3/8 TUBE MULLION TUBE MULLION SEALANT BETVEEN 28 X 3/4 SELF 1000 S.M.TAPPING SMS HEAD ( TYP.) SECTION A —A (1) SEALANT BETVEEN SEALANT BETVEEN VINDOV FLANGES VINDOV FLANGES L MULLION L MULLION 2000 P.VJDESIGNER SILL ( TYP.) e8 X 3/4 SELF TAPPING SMS I X 4 X 1/8 - TUBE MULLION 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYP.) SECTION A —A (3) APPLIES TO HEAD h SILL WHERE 1" X 4' k 2- X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 118 VOOD SCREV ( TYP.) EXTERNAL MULLION INSTALLATION CLIP Hl1lLIDN 2000 P.V./DESIGNER DETAR C- '— A SILL ( TYP.) N8 X 3/4 SELF E A 1000 S.H. TAPPING SMS N8 X 3/4 SELF HEAD ( TYPJTAPPING SMS 2 X 4 X 3/8 SECTION A —A (Z) TUBE MULLION I I Val MIN FFF--- EMBEDMEN FI_ FVATION SEALANT BETVEEN - - 'VIEWED'FROW EXTERIOR VINDOV FLANGE L. LMN oEral e. APPLIES TO HEAD k SILL WHERE 1' X 2" k- 1'-X 2 7/16"-TUBE YUI.UONS ARE USED oa. rNoa uarALLArION ANCHOR 88 VOOD SCREV CT( PJ 2000 P.V./DESIGNER N8 X 3/4 SELF `lORIL CLIP SILL ( TYP.) TAPPING SMS N8 X 3/4 SELF TAPPING SMS —1000 S.H. SECTION A —A (5) 1 . mm I X 4 X 3/8 HEAD (TYP.) - EMBEDMENT TUBE MULLION IMNATIONAL, INC FLORIDAEXTRUDERSSAANFORD, FLORIDA ucTrnz: SER. 2000 FIN SHEET I OF 2Ylw" TNINHORIZONTALMULLIONSECTIONSSEE THER SIDE (SHEET 2 OF 2) FOR 8 X 3/4 SELF DESIGN PRESSURE CAPACITIES1000 SliTAPPING SMS f HEAD ( TYPJ DRAWN BY: MSH APPROVED BY: SECTION A —A (4) DATE:2/6/02 SCALE:NTS DWG.: 2HMFINTN. TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE I" X 4' DETAIL 8 do 2' X 4' TUBE MULLIONS ARE USED) - Q CONCRETE OR MASONRY BY OTHERS 2000 P.V./DESIGNER 2000 P.VJDESIGNER SILL (TTP.) INSTALLATIDN ANf]iDR 3/16' 0IA. SILL (TYPJ TAPCON SCREV ANCHOR CTYPJ a8 X 3/4 SELF TAPPING SMS 08 X 3/4 SELF TAPPING I EXTERNAL MULLION I x 2 7/16 x t/8 X 2 7/16 X 3/8 ONE BY VOOD INSTALLATICIN CLIP TUBE MULLION TUBE MULLION BUCK BY OTHERS Q . SEALANT BETVEEN SEALANT BETVEEN v1Noov FLANGES. MLmNVINUNFLANGES ULLION l MULLON 2000 P.VJDESIGNER i SILL (TYPJ r8 X 3/4 SELF r8 X 3/4 SELF r8 X 3/4 SELF TAPPING SMS 2000 SR TAPPING SMS 2000 S.H. ' TAPPING SMS 2 X' 4 . X 3/8 QHEAD (TYPJ HEAD (TYPJ-. TUBE MULLION SECTION A —A (1) SECTION A —A (2) Li 1 1/4' MIN. SEALANT BETVEEN EMBEDMENT VQIDOV FIANCE L KA_LIIM YaANUACTMR NAM: GV/` 1,*,4 l !AD S DETAIL B .'. .C-- A 08 X 3/4 SELF L— A TAPPING SMS SEALANT BETVEEN VINDOV FLANGES i MUL _MN 2000 P.VJDESIGNER 2000 S.M. HEAD (TYPJ 2000 P.V./DESIGNER SILL (TYPJ r J SILL (TYPJ SECTION A —A (J) i8 X 3/4 SELF i8 X 3/4 SELF TAPPING SMS TAPPING SMS1X 4 X 1/8 I X -4 X 3/8 FI EVATION.: TUBE MULLION TUBE MULLION VIEWED FROM .EXTERIOR INCFLORIDAEXTRUDERSnSANFORSEALANTBETVEENFLOMASANFRD FLORIDA VINDOV FLANGES MLL110N ThU: SER.. 2000.FLANGE* -SHEET-1 OF-2: TWIN HORIZ NTAL'MULLI N`SECTIONS re x 3/4 SELF a8 X 3/4 SELF SEE OTHER SIDE (SHEET-2 F -2)- FOR SMS TAPPING SMS 2O00 S.H. DESIGN_ PRESSURE.. CAFAC,I_.T..I.ES; 2000 S.H. TAPPING HEAD (TYPJ HEAD (TYP.) SECTION A —A (3) SECTION A —A (4) 1 F_B 2002 IbRAwN uy:MSH _. APPROVED -BY:. =::: ', .:::..'•:• :' DATE:2/_4/02 SCALE: NTS DRc. 2HMFLGTu SEALANT BETVEEN WINDOW FLANGES t MULLION I AUXII LARY PLATE FOR ADDI7MKAL AtCmRM, VtCN REWIRED) C CENTRAL FI,OMDA B. ®. A. F. G DETAIL MANUFACTURE NAME: o —p fG o/r/pg-t Tf oDS — — aSTM FILE # 77 o 2000 P.VJDESIGNER 2000 P.VJDESIGNER SILL (TYP.) SILL (TYP.) 08 x 3/4 SELF 08 x 3/4 SELF TAPPING SMS, TAPPING SMS 7 IX27/16X1/8 TUBE MULLION 1X 27/16.X3/8 BE.. MULLION SEALANT BETVEEN VIMDOV FLANGES L MULLION 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP-) SECTION A —A (1) SEALANT BETWEEN SEALANT BETVEEN VINDOv FLANGES L MU..L[ON XIW FLANGES A KILLION 2000 P.V./DESIGNER SILL (TYP.) U8 X 3/4 SELF TAPPING SMS t x 4 x t/ a rlf7 //— TUBE MULLION 08 X 3/4 SELF 1000 sitTAPPING SMS HEAD (TYP.) SECTION A —A (3) 48 X 3/4 SELF t000 SJL TAPPING SMS HEAD (TYP.) SECTION A —A (2) SEALANT BETWEEN VtNODV FLANGE — L MULLION 2000 P.VJDESIGNER SILL (TYPJ ` f8 X 3/4 SELF TAPPING SMS l X 4 X 3/8 T TUBE MULLION 08 X 3/4 SELF TAPPING SMS 1000 S.M. HEAD (TYP.) SECTION A —A (4) TWO BY WOOD BUCK BY OTHEF APPLIES TO HEAD k SILL WHERE I' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 08 WOOD SCREV (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION' •. " . ... 11.,1 L_ A / TUBE MULLION IL 11/8' MIN. EMBEDMENT BfVATION VIEWED FRON:EXTER*R DETaL a e I- X 2 7/H16D TUBE YUUJONS ARE USED INSTM.UTTDN ANCWR . SECTION A —A (5) c98 S6tEV TI PJ CLIP ' 88 X 3/4 SELF TAPPING SMS 1000 HES. H. TYP.) pMBEDMEiNT ADFLORIDA EXTRUDERS INTERNATIONAL u(c SANFORD, . FLOREDA TrITE: SER. 2000 FIN SHEET I -OF 2 - " 1 A % HORIZONTAL'MULLION SECTIONS vV SEE OTHER SIDE < SHEET 2 OF. 2) FOR DESIGN PRESSURE CAPACITIES. 1 EB 2002. J . DRAWN BY: MSH APPROVED. BY:.-.. DATE: 2/6/02 SCALE:NTS - DNG.: -2HMFIN!._ 2000 P.V./DESIGNER SILL ( TYP.) 08 X 3/4 TAPPING SMS 2 X 4 X 3/8 TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE 1- X 4- DETAIL 8 k 2' X 4- TUBE MUWONS ARE USED) Q J SEALANT BETVEEN VINDOV FLANGES L MULLION 2000 P.V./DESIGNER SILL (TYPJ 08 X 3/4 SELF k7!41TAPPING SMS 1X27/16X V81TUBEMULLION 08 X 3/4 SELF 2000 S.M. TAPPING SMS HEAD (TYPJ SECTION A —A (1) SEALANT BETVEEN VINDOV FLANGES CONCRETE OR MASONRY L MU.1_ION BY OTHERS \ 2000 P.V./DESIGNER INSTALLATION ANCHOR 3/16' DIA SILL (TYP.) TAPCON SCREV ANCHOR RYPJ 08 X 3/4 SELF TAPPING SMS ONE BY WOOD EXTERNAL MULLION I X 2 7/16 X 3/8 INSTALLATION CLIP Ir TUBE MULLION BUCK BY OTHERS 08 X 3/4 SELF S.M.000 STAPPING SMS HEAD ( TYPJ SECTION A —A (2) SEALANT BETVEEN VDmOV FLANGE - L MULLION FLOW' Nam: CENT. A v F+ A•"" SEALANT . BETVEEN SEALANTFLANGES VDVDOVFLLANGESS VINDQVFLANGES l MULLION L MLI LION 2000 P.VJDESIGNER 2000 P.V DESIGN_ ER SILL ( TYPJ SILL (TYPJ 08 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4 X L8 I X 4 X 3/8 IfITUBEMULLION (VVY- TUBE MULLION 08 X 3/4 SELF '--08 X 3/4 SELF TAPPING SMS 2000 S.H. TAPPING SMS 2000' SJ{ HEAD (TYPJ HEAD ( TYPJ SECTION A —A U3) SECTION A —A (4) KILLION 2000 P.VJDESIGNER SILL ( TYPJ t8 X 3/4 SELF ' TAPPING SMS 2 X" 4 X 3/8 Q TUBEMULLIONLl 1/4' MIN. EM13EDMENT DETAIL Bi+ A 08 X 3/4 SELF TAPPING SMS 2000 S.M. HEAD CTYPJ SECTION A —A (5) ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORA Tnu: SER. 2000 : FLANGE SHEE.T. •:1 F:; 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET - 2 OF 2).::F R DESIGN PRESSUR&'CAPACI T-IES DRAWN BY: MSH- DATE: 2/4/02-- SdAle: NTS'"-' - DWG.: dy 2000 SA i JAMB (TYP.) I c 2000 S.H. JAMB (TYPJ 2000 S.H. 1 X 2 7/16 X 1/8 JAMB (TYPJ TUBE MULLION a8 X 1/2 'SELFiTAPPINGSMSSEALANT BETWEEN _ VINDOV FRAME t MULLION a8 X 1-1/2 SELF' TAPPING SMS SECTION A —A (1) I X27/16X3/8 OrTUBE MULLION 2 X 4 X 3/8 TUBE MULLION Q8 X 1/2 SELF TAPPING SNS 2000 Sx - JAMB ( TYPJSEALANT BETWEENVINDOV FRAMMULLION 1/ 2 SELF TAPPING SMS SECTION A —A (2) CENIRALIIORIODA B.®. w. F. pApaJF9c1mER NAME: 1 X 4 X 1/8 1'X 4'X 3/8 TUBE MULLION TUBE MULLION 2000 SJi - JAMB ( TYPJ l8 X 1_112 TAPPING SMS a8 X 112 SELF a8 X 1/2 SELF TAPPING SMSall_TAPPING SMS SEALANT BETWEEN SEALANT B£TVEEN VINDUM V FRAMEVINDOVFRAME L MULLION - ; L MULLION 0 8 x_I-112 SELF - .. _..a8 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A — A (3) SECTION A —A (4) 1 1/ 8' MIN. EMBEDMrENT t TWO BY WOOD BUCK BY OTHERS A DETAIL C SHEATHING INSTALLATION ANCHOR 08 WOOD - SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION _ .._ ... APPLES . TO HEAD &.SILL WHERE 1- X 4- 2' X 4" TUBE MULLIONS ARE USED 08 X 1/2 SELF APPLIES TO HEAD & SILL WHERE 1" X 2" TAPPING SMS & 1- X 2-7/16- TUBE MULLIONS ARE USED INSTALLATION ANCI= DETAIL re WOOD SEREV TYPJ SILL CLIP SEALANT BETWEEN WINDOW FLANGES - 1 1/8' MIN. L MULLION EMBEDMENT A (5) ViEAThk — vmk FWwING AUXILIARY- PLATE FOR ADDITIDNAL= ANCHORS,' WHEN REQUIRED) 1: A A — 0 G a8 SELF, TAPPING - ' \/ MULLION SMS ( TYPJ •. ` pETAIL B AT1 N Q VIEWED FROM EXTERIOR FLORIDA -EXTRUDERS SANFORD°FLO A T . TTITE: SER. 2000 FIN SHEET 1' 'OF 2 VERTICAL MULLI N. SECTIONS - SEE OTHER SIDE < SHEE-T 2 OF .2> :'FOR b - DESIGN PRESSURE -CAPACITIES DRAWN BY: MSH APPROVED'BY: DATE:2/ 6/02 I SCALE: N T S DWG.: 2VMF I N OETAIL C 2000 S.H. JAMB (TYPJ 3 ONE BY VOOD 1 X 2 7/16 X 1/8 ' 2000 S.H.1 X 2 7/16 X 3/8 ! BUCK BY OTHERS AI C TUBE MULLION JAMB (TYPJ TUBE MULLION 1 CONCRETE OR MASONRY' 1 1/4' MIN. a BY OTHERS P 48 X 1/2 SELF k8 X 1/2 SELF EMBEDMENT a a TAPPING SMS TAPPING SMS SEALANT BETWEEN VQIDOV FLANGES MULLION 48 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) I X 4 X I/8 TUBE MULLION 2000 S.H. 2000 S.H. JAMB (TYPJ JAMB (TYPJ 4 8 X 1/2 SELF TAPPING SMS .. SEALANT BETVEEN WINDOW FLANGES MULLION 18 X 1-1/2 SELF TAPPING SMS SECTION A —A (2) 1 X 4 .X 3/8. TUBE MULLION INSTALLATION ANCHOR 3/16' DIA TAPCON SCREW ANCHOR CTYPJ EXTERNAL MULUON 2 X 4 )e 3/8 INSTALLATION CLIP TUBE MULLION 2000 SH TYPIGkL MULLION TO .CONCRETE O HEAD IAMB (TYPJ MULLD3( APPLIES_ TO . HEAD._& SILL.WHERE I' X 4 2'._ X 4'; TUBE MUWONS ;ARE USED) 68 X" U2 -SELF TAPPING SMS .. INSTALLATION ANCHOF 3/16- DIA TAPCON SCREW ANCHOR (TYPJ PIP SILL CLIP X TA1- 1/2 SELF PPWG SEALAMT= BETVEIN 1 vSMSVINDOW-FLAMGES i KAJLMN CT10N A-A`(5)::_ 1 114' MIK EMBEDMENT PRECAS - - T -SII..L BY OTHERS AUXILIARY.: PLATE! 8X1/2 SELF TAPPING SMS -- FOR_ADDTTIONAL ANCHORS. WHEN REQUIRED) SEALANT BETWEEN' SEALANT BETWEEN WINDOW FLANGES VDVDOV FLANGES MULLION + MULLION 08 X 1-1/2 SELF 08 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A —A (3) 'SECTION A —A (4) MANUFACTO" NAM LoRi vo s .. TER F # . A A. _. . D. ( D _ ..... M8 SELF TAPPING \ _ SMS ( TYPJ DETAIL B MULLION ELEVATION Q VIEWEDFROMEXTERIORFLORIDA: EXTRUDERS- ° U,A SER. 2000 : FLANGE_ SHEET.- -1-: OF.-: 2 UV VERTICAL MULLION-SECTIORS'- -- - SEE OTHER.; S-1-DE'a:(;SHEET_:2.>OF _2)-,FOR: 18 i2- DESIGN PRESSURE.CAPACITIES DRAWN BY: JBH APPROVED' SCALE: NTS_ DWG.:' 2yMFL'G d® MIAMI.OADE MIANII-DADE COUNTY. FLORIt METRO-DADE FLAGLER BUILDII. 131J1LDINC CODE COMPLIANCE OFFI METRO-DADC FLAGLER DUILDU 140 WEST FLAGLER S'I-IWET, SUI'lli 1( MIAM1, FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE 305) 375-2901 FAX (303) 375-2- Premdor Entry Systems c:ON• ILV-Cotc LICENSIwc SF.rrn 911 E. Jcfcrson, P.O. Box 76 30)373•2327 FAN(3u5)373.: Pittsburgh ,KS 66762 CONTI V."I'Ott t:rc3tzrt:,n:,vr un tsn 305) 373.2966 FAN (305) 37S•: t'ItODUCr CON .I.Ito 1. Un\'IS: 305) 375.2902 l il\ (305) 3724 Your application for Notice of Acceptance (NOA) of Eutergy 6-8 S-W/C Inswing Glazed Double w/sidelites Residential Steal Door urdcr 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-Dac County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid product or material at any t product or material fails to use of such product or mat determined by BCCO that Buildincy Code. after the expiration date stated below. BCCO reserves the right to secure t me from a jobsite or manufacturer's plant for quality control testing. It' 1 perform in the approved manner, BCCO may revoke, modify, or suspend rial immediately. BCCO reserves the right to revoke this approval, if it his product or material fails to meet the requirements of the South Flor The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2S EXPIRES: 04102/2000 Itaut tcoarngucz Chief Product Control Division THIS 1S THE COVERSHEET, SEE ADDITIONAL PAGES FOR SP CI IC AND GENERAL CONDITIONS BUILDING CODE &C PRODUCT REVIEW C0N•INTITTEE 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 Miami -Dade County, Florida under the conditions forth above. Francisco J. Quintana, R.A. Director Miami -Dade Count' A1'!'ROV'ED: 06r'05I200i Building Code Compliance 01'1ic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS April 02, 2006 1. SCOPE 1.1 This renews the Notice of Acceptancc No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulatcd 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 where the pressure requirements, ns determined by SFBC Chapter 2, not exceed the Design Pressurc Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-W/E Inswing Glazed Double ,Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo\ documents: Drawing No 31-1028-E1V-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Sr. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single 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 Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang.such that the angle between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATIOiN 4.1 The residential insulatcd 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 re(luire a hum, b; o:cction system. 5. LABELING 5.1 Each unit shall bear a peri»ancnt label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PER NUT.REQUIRENIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ot'the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co SFBC) in order to properly evaluate the install ion of this system. Mnnu l Pcrcz, P.E. Product Co C Exan-. Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 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 documcntation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approvcd 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 documcntation initii 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 be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of n revision application with appropriate fce) and granted by this office. 5. Any of tlic following sl;all also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acccptancc 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 displaycd in advertising literature. If any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. i 7. A copy of this Acceptance as well as approved drawings and other docunicnts, 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 riot reseal the copies. Failure to comply with any section of this Acccptancc shall be cause for termination and rcmova! Acccptancc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. EVD OF THIS ACCEI"'ANCE Manu Pcrcz, P.C.; Product Contr xam Prndu t__C o'ntrol Division Glazed Units 1• x I X0, Ox. OXO I XX, OXXO I COP-WL-MAOIOD-02 FIBERGLASS DOORS 6'8" Height — Inswing 2T TV 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application filed) 3'0" 3'6" Not Listed Not Listed — — 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" COP-WL-MA0143-02 02-0419.08 Application filed) 52.0 NO2'10" + 17' TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 1'0' + 2'10" + 1'0 1 2" + 2'8" + 17' 1'0" + 2'8" + IT 1'C" - 3'0" + IT" 17' + 2'10" + 17' 17' + TO" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 NO TV + 2'8" 2'1C" , 2'10" 3'0" + TO" 2'6" + 2'8" + TV + 2'6" COP-WL-MA0145-02 02.0419.08 Application Filed) 52.0 NO 2'8" , 2'8" + 2'8" + 2'8" 2'l0" + 2'10" + 2'10" + 2" 0" 3'0" + TO" + 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 teichnical 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 struciL.fes). National, slate or local building codes specify the edition required. Masonite Warrla:ionat structural, cyclic, air, water, forced entry/or impact tesfing Is done in accordance with Miami -Dade BCCO protocol PA201, 1102 & pAK" O aloft 1'I.. 1•n L 1.SS .. n'1'A1 1100Xt new.r•.,..N t—e E—,00ai p{) lVln P • /_ AY429 M? ^ a-." a.• Ow<om'+w'Dnp,Yn of p,D;O ml Dlo.tmd.l mPH rxubolo,lf, Desgn ma D'oDoo Masonite International Corporation I ld .01ca ID f NNC w0out n46re. r , I t I FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing Miami -Dade OCCO IIIIIIIIIIIIIIJ.FitTirim 2rGr, 2'6" _ 02-0418.03 X 2'8" COP-WL-MA0161.02 Application Filed) 55.0 NO 2'10" 3'0" TV Not Listed Not Listed aguLktu. Nt 2'8" + 17 2'8" . 17' i7 r- 10 " + 1'0" 02-0418.033' 1"O" 1'2" COP-WL-MA0163.02 Application Filed) 55.0 NO TO" _ 1.0„ 3'0" + 17' 17 + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 17' 1'0" + 2r8" + V0" 1'0" + TO" + 1'0" 02-0418.03 1'2" + 2'10" + 1'2" COP-WL-MA0164.02 Application Filed) 55.0 NO i1 1'2" + 3'0" + 1'2" i2'6" 2'6" - 2'6" i 2'8" + 2'8" + 2'8" 3'0" + TO" + TO" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 2'10" + 2'10" COP-WL-MA0162-C2 Application Filed) 55.0 NO XX. OXXO 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0418.03 2'10" + 2'10' + 2'10" + 2.10" COP-WL-MA0165-02 Application Filed) 55.0 NO TO" ; 3'0" + TO" + 3'0" 1. Occr a, rangernents using fewer panels than wine is shov:s in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite lntarnstional website (www.masoii,e.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (kvww.masonite.com) or from the technical center. 4. Ac:ual design pressure requirement for a specific building design & geographic location is determined by ASCF 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 8CC0 protocol PA201. PA202 6 PA203. 0 k j-tft AR -MI.. I .II.,n FI Y•00011 .{ rarvf•ru•/Uh 0.:s.-. PREMOa". Z10or09,.m of aoti,+} n+orwm,,.n m.... .... cH o"s. arupn. 4 Dm.htl Masonite International CorpOratioY. Er,.o ;c`. is c, to :hlnv..ilwl nncr. Glazed Units 7X, Vv. OX, CX0 COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Inswing 2'0" COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 NO 2'6" 2'8" TIT Y TO" TV Not Listed Not ListedMultipleswidth) 2'8" + 1'0" r COP-WL-MA0148-02 I.r• OCCO 02-0423.01 Application Filed) r• 40.0 r, NO 2'8" + 17' 2'10" + 1'0" 2'10" + 1'2" J 0 + 1'O" 3'C" + 17' 1'J" + 2'8" + 1'C" COP-WL-MA0149.02 02.0423.01 Application Filed) 40.0 NO 0" t. 210" r l'O" — IT" +e'8"+17' 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 17' + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2,8" + 2.8" 2'10" + 2'10" + 2'10' 5'0" + 3.0" + 3'0" 2'8" + 2'8" COP-WL-MA0147.02 02-0423.01 Application Filed) 40.0 NO TV + 2.8" 2'10" + 2'10" TO" + 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" + 2'l0" + 2'10" + 2'10" TO" + TO" + TO" + 3'0" Totes: 1. Door arrangements usit:g fewer panels char. what is shown in the above chart also comply under the product approvals shown. 2. Assembt`/ deiai!:; are availab!e from. the Masonite International website (www.masonite.com) or from the technical center. cslz:'a;ion instrL:Mio^s are available from the Ir',asonite Internaticnal website (www.masonite.com) or from the technical center. 4. AC:L2: resign pressure requi; emeni for a sp:ci'Ic cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local euilaing codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak aft AREK`" r... r...,, rnu. hr,...arn•rwr uoou El av cwi.1,1;:'c;•:ci et vrwon m,po c.it m.,rrr is a•s. C?'-V .I;r>:. Masonite International Corpora uon FIBERGLASS DOORS Glazed Units 8'0" Height — Outswing I ..: I I 2'0" 2'6" 02-0423.03 X 2'8" COP-WL-MA0166-02 (Application Filed) 47.0 NO 2' 10" 3'0" TV Not Listed Not Listed — — Arrangement Mulliples (width) 2'8" + 17 Masonite Inlemallonal I.i I I 02-0423.03 COP-WL-MA0168-02 (Application Filed) 47.0 NO 2'8" + 17 2'10" + 17 2'10" + 17' 3'0" + 17 3'0" + 17 X0, OX, OXO 1'0" + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 17 + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" IT" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + TV 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 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 TV + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: I. 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 8CCO protocol PA201 PA202 & PA203. 0 O akQraff noon..' AR EK•" K; 1'NY b+i•.e. F-b. . 1( tor. 29. 7D01 0.1 co"unNmp prodnm of d1od.ci mp.wwmt mpH iDeMkn onf, detpn ."d W od.. o..i.. o.... dn..l'AICI Id CN. Q' ..Mow wI . FIBERGLASS DOORS Opaque Units Afrangement, X i 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" COP-WL-MA0101-02 Not Listed NIFTMOUT117TIKKA 01.1031.01 Not Listed 6'8" Height — Inswing 1 • 76.0 NO Air i 2'8" + 17 2'8" + 17 2'10" + 17 2'10" + 1'2" 37 + 'IT 3'0" + 17' COP-WL-MA0103-02 02-0109.10 Application Filed) 55.0 NO X0, OX, OXO 1'D" + 2'8" + 17 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" + 37 + 17 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" + 2'10" + 2't0" 3'0" + 37 + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 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-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" 37 + 37 + 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 & 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 & PA203. O akgraff AR EW r,ni."e;,.a55 e.n I;1 1;00„5 e<wee.r,.. terry.. 1—Deer a Dre 79, 7007 0" comm„mp o.09nm o, modon mD'wemem makes am., t mo to (wde e,mou, w<, sowkm-i. devon and mown Masonite International C o r p o r a t o n FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing Singles1 UFT I I I.1 DPRaling 1. 2'0" 2'6" X 2'8" COP-WL-MA0121-02 01-1031.02 76.0 NO 2' 10" 3'0" 3'6" Not Listed Not Listed — — X0. OX, OXO Multiples(width) 2'8" + 17 I11171 nt 1771RI17.M1. COP-WL-MA0123-02 W7,1011: I 02-0109.09 Application Filed) 12;1711 1 55.0 NO 2'8" + 17 2'10" + 17 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 17 17 + 2'8" + 1'2" 17 + 2'8" + 17 1'0" + 3'0" + 17 17 + 2'10" + 1'2" 1'2" + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2' 10" 37 + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 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'l0" + 2'10" 3'0" + 3'0" + 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 & 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. 0 O akr I. , .," 'l a aff DOOMS AR k EK" l•tlur.•el, born F1M ..GLASS F:NI'NY td+t.•Ndt4•.N Erry Dew. r ll[JYr n.I i, J 0.• tDee,• VVV AWe 29. 2W2 Z COnnna g D,OOr.m of produD 6l 91 vemem m/kef soetft.Wl, dtfpn and Dr0d001 Masonite International Corporation Otll l S"oittt 10 M0l Q, "00D1 nODC,, FIBERGLASS DOORS Opaque Units 1 1 1I 2'0" 2'6" X 2'8" 2' 10" TO" 3'6" 8'0" Height — Inswing I• Ralling I. 70.0 NO I 1 COP-WL-MA0106-02 Miami -Dad' • I 02-0109.08 Application Filed) Not Listed Not Listed I X0, OX, OXO I 2'8" + 1'0" I IMiami-Dader COP-WL-MA0108-02 02-0109.08 Application Filed) I• Rating 55.0 I. NO 2'8" + 17 2'10" + 17 2'10" + 1'2" TO" + 1'0" 37 + 17 1'0" + 2'8" + 1'D" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO IV' + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 17 + 2'8" + 1'0" 1'0" + 37 + 1'0" 17 + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10 TO" + 3'0" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 37 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" 37 + TO" + 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. i 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 ak _r I.; r. I .I AR EK29. l.tl,.l.ele l on tll•l."f; 1, n.\ e: N'I'MY I11)pMt Dirt.. e...Ciw.N„!"vrOw•• QE42002 ow COnlinu.no 010013m of 0 odw + wo,emenl m3keS SGCC'hCJWt of -9- lM 0•oOVCI Masonite International C o r p o r a l i o n 0eua tu01eC110 Cr4MQe "ll soul no1Kt FIBERGLASS DOORS Opaque Units Arrangement X Singles (width) 2'0" 2'6" 2'8" 2' 10" TO" TV COP-WL-MA0126-02 Not Listed 1.1: t 02-0109.07 Application Filed) Not Listed 8'0" Height — Outswing I 70.0 NO Multiples (width) 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" TO" + 1'2" Masonne COP-WL-MA0128-02 I , t 02-0109.07 Application Filed) t • , 55.0 I . NO X0, OX, OXO 1'0" + 2'8" + 17 COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO IT + 2'10" + 1'0" 1 T + 2'8" + 17' 1'0" + 2'8" + 1'0" i'D" + 3'0" + 17 1'2" + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 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" 37 + 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" + 37 + 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 & 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 & PA203. 0 O akcraff AR _k EK'" I.I. :,. A..11 I:N'1 .1 000..' a T•-e.nd FM r,,, (w D_ ow co"1-,no aoor+m of o,00ucl 'dno,o.'emem m,ke< dp<rlKnom. aeT.on ma o,oe,a Masonite International Corpora t i o n 013,1 S,Dje<l 10 cnan0e w IhOul A01Ke. X Unit M6' TYP. 6' TYP. 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" r SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA 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 bolls 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 #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 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Awit 29 2002 - o....,, o... Our carl,. goroo—olproduct.na,o—en1—p,s smaicmtq,. Masonite International Corporat,on aespn ma moaua acwi suoieu io cmnpe +.now w- XO or OX Unit I SINGLE DOOR WITH 1 SIDELITE 3' I 6' 6' CL TYP. L TYP. TYP. TYP. TYP. 76' 6'8" UNIT 8V UNIT 13.15/16' 17.1/8' MAXIMUM ON CENTER TYP. I 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Rough Opening I 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 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 #8 and X10 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. AIIId29'037 Masonile International Corporation 17uc0" I•" -:':Or 0Out1 . ,.•0•c"cnl n t tUc(il t+l4:t Ott' pn lac 0•%uCt OCIJII $u01KI 10 CAI^7t "A 0.1 A01-CC oxo t l l l t l Unit 1 SINGLE DOOR WITH 2 SIDELITES qP 3• 6' TYP. CL TYP. TYP. 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. Rought Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t r r r r t r r r 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 q8 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 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Couniry 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 htlr.u. , ro n El April 29. 2002 Masonite International Corporation Q., cmmn,.•r :nw,r,nr w uruu.c .r. r .5 +utcaa.nar•. Ot , ,nC ur OW 0110i1 S"W11 l0 _'ar"t wA nOulanulrtt oxxo IIII I Unit I DOUBLE DOOR WITH 2 SIDELITES 6- CL TYP. TYP. 3• a TYP. TYP. I l l 11 1 11 11 l l l 11 1 jTYF I 6'8' 13- t i t f t t rt t tr MInImum Fastener Count 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require Iwo 2.1/2" long screws per location. UNIT 8'0• UNIT 5/16' 17.1/8- MAXIMUM ON CENTER TYP. r r t Rough Opening 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 A156.2) 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 d8 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 AD'd29.002 Masonite International Corporation Ow cm—!ng 0,091— of a1od•a +o,o+ M muses SDK-IICI ne. d".gn lnd modlo dead s•IffiCI Id [vdt .4ho'l notice XX Glazed Inswing Unit APPROVED ARRANGEMENT: p 1 >. ou..'':u3'!tt. 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 37 x 6'8". r Double Door Maximum unit size . 6'0' x 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 resistant requirements tot 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: 00 00 don 00 00 00 000 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 0 M 0 ° a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' Tnls glass kit may also be used in the following door style: Eyebrow 5•danel with scroll. Oak raft AR k EK'" 1 I IIILN(:LA\] L'Nl—'UU,OM. Dean a April29.2002 ow conriny.np o111grarh 01 or0oun rom 1o.eenl ma.es SeeULGlgnS. MIgn and WNW Masonite VVVV International Corporation oeDd suolecl to change -houl not -cc XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 0 00 b 404 Series 410 Series 109 Serles 114 120, 122 152 Series 149 Series 300 Series Serles 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). i i/ &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK" ul. ra n.>.,ry i.s unuw. be...b.w. a.•p,.. !•.or Dm% El April 29. 2002 o...,. D..., Ou, conlm ,n9 D.099m of d'..Cl -d'-0 tmtnl masts SDKdKa40ns. des -on and Drodun M a s o n i t e 1 n t e r n a t i o n a I Corporation Deu., molea ,. cnm9e.mnoul note XO or OX Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: 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 Maximum unit size • 6'0' x 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 resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA 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 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 11 n 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' Th.$ glass 1-0 may also be used in Ine lollo-ing door style: Eyebrow 5-panel with scroll 13 O ak,raff AR k EK'- t' „,•. . r.. . i iul.w It L A. I b F l J,0—I.I rr^...t.. ee—E.,,,D PREM'Pi..//.:. April 29.?302 M a s o n i t e International C o r p o r a tio n d„ r co,I9 n•ov nn or rooa u .o o+emem ures soama o^+. atva^ ,na c•x.C, al' IJ•i 1u L t:r ^. :Lny! nnn0 1 n01•Ct XO or OX 1 I I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 Y 00 00 0 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 129 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-805*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: TESTEDIN 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 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akrraff AR k EW r. ......, i.nc..:...a r:r.rwi u.u.. Awd2B.002 0w cW,!•p A.oOnm 01 o'ooup .^oro+em r.,,,.o..,..•ra...,.e...,om. W mOeS SM-I-C 0•S. CeS-QA iM orod"I PREM^^R Maionite International Corporation ell.-S':'W1G cl,r ge..ino.r M.Ee Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: r I t'''', i r•,'i! FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit size • 97 It 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 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: 0000 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: a 00 00 00 00 00 00 105 Series 106. 160 Series- 129 Series* 12 R7L, 23 RA., 24 R& 107 Series* 108 Series 304 Serte5 Series • ilus glass kit may also be osto in the lollowing door style' Eyebrow 5-panel with scroll 13 O akt-raff AR k EK'" I-, E-'c- m l[s sDK IKxtgns. ces.gn Ono oloouct a M d f O rs i l! international Corporation t luL er Ln.a L-V uullµn cold 29. 2002 Ow comm mo nloo•m of o•0ou0 + olo+emem cc", s,oteet to en,noe -now notKe oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a a 7 oa o 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: Iit.1. "k' o a a 129 Series 200 Series 12R, 12L. 23R, 23L. 450 Sefles 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 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: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO 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). 5VA P" F" 9,114 amnomi State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff I. 1< ••1 AR EKEl r.11,.,. , ,an I llll•I L.\\\l:.`.1 M1''Ule11N1 No-•T.. e,nCrMrfYu emr,Do. April 29. 2002 Ou CM,nuum0D1001M01D100ue1mD10+emenl(nosfsSDWKMIons.oes gnono01o0uel o..r.1, 0.... MdfOnit! International Corporation 0ft0,1 su0leel to [trope « 1110ul n01Ke. OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: 4. O 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 Ma.imum unit size • 12'0' z 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 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: 00 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 M UU 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R& 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door styie: Eyebrow 5-panel with scroll O ak raft AR EW e,e I,I 11 L It L A n.N LN IM l',D(rUM.\ April 29. 2002 M a s o n i t e i n t e r n a t i o n a l C o r p o r a t i o n Ow co_ t!tQy o.ort,_ or om000n n,aro.emem morn soecnrcnom aect n ana o oa u a-.. womu w cn eQe •nnwn nor{< OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: t c all 013 a 004 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Senes 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, 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). EX3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak,,raff AR q EK'- 1n 1, r. t.n„1.r1a1 walk, re..r..w.a1«.p.0 b.vr0... PREM a*?',G. ... a Alml 29. 2002 Ow 00nen„mo D100— DI Dr00utl . Oa mtnl mD4s SDtaanons. Dtsgn 4n0 Dr00. 1 M a s o n VVVVry i t e international C o r p o r a c 1 o n Ot13.I SuDItt110 MnDe w1tn0ul n01-tt XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: o O r 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 site • 6'0' x 8T 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 bu8ding design and geographic location Is determined by ASCE 1-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: 1/2 GLASS: n ao Aa Series am oa as 822 Series i 108 Series O ak,raff AR EK" 6'.I1 L'M C Ln.N .N LN I.1' 'WM.1 raea.T.. e.rW l4wnn. tour Doan rVln A. 0 pril coo',29r a ,, 2002 1oo1+111 of moaoD -D'Oo emem mashes speoircmons. acUan uw moauo o..., o.... VVVV M a s o n i t e international corporation aeu j waeu io comae .anom roller XX I I r t Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: I 1 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W 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 raft AR k EK" r. •I, I om 1. T. A Apnl 29. 2002 M a s o n i t e International Corporation 0., Com.nwOo D.ODnm of DIOEVCI nOD,O•tmMl Dell, I.D.10 to COanot "ilnoul Ool.te m11e1 SM-l"1OOi. dMV SOo VOW or • COP-WL•MA0148=02 Glazed Inswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 1 Sidelite Maximum unit site . 6'0' x 8'0' Design Pressure 40.0/-40.0 Umited 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•nationil, state 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: M11 00 00 822 series 1/2 GLASS: 0 a 00 404 Series 108 Series Oak raft AR EK" i nn err .. 1:NigY unnH. r...a......a r+.•pm bar O..,. / APm29 2002 Masonite International Corporation N. coneoo.ne wow-' of 0.40,11 .mo•o.tmtm —YC$ SotUrrcarom. ongn ,na P...' an,.. t.o^, io t—g, .nno„i —.cr XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W 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: TESTEDIN 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 1 / &ZX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK 1. r• n UruIN< 1ur..1 1 0L''Nr:LAt\ \'D-1N\ Cba.l..vee/wtYv lave Deer, PREMl a? April 29. 2002 Our contmmnp proopm of woou +nprUKmenl MACS spKilgJtOn1, otilOn 3n0 D104KI M a t o n I t e International Corporation 002" SNoiecl to mange -1100 not2t OXO Glazed Inswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS g tz 0 0 2j.`I sy e7ryt L Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit site • 97 x 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 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: am 00 00 822 Series 1/2 GLASS: n 00 404 Series Oak raft AR k EWr. INI II I;NI:In \.\ I:.v'INl',III ItIN\ —.. Oee.. All nl 29. 2002 Om ConNnu ne eloelem of mooYn 11DloverIM MJ'e$ s WI-CJI,ons, oes.en lno oloouU etOd subleel to ceont)e wll IOul OIRt a 108 Series eo.. Masonite International Corporation oxo I l r tl Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: r 810 Series 300 Series APPROVED SIDELITE STYLES: o ,4 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W 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). ; a-ZI &EX3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" r .l • , a e d L: Nl',000MS Wn•i..r..<rb.r4venvy0- April 29. 2002 Our eonlinwnD DloplJrn of DroDuCt-0,0.tmenl Tl es SDeC.IKllgns. Des.Dn Ind 0100uC1 Dtu'i subject to cmnee «shout noi;ce Masonite International Corporation OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O Double Door with 2 Sidelites Maximum unit site • 12'0' x 8'0' Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 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 building design and geographic location Is determined by ASCE 7-national, stale 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: 00 00 822 Series 0 .a 00 404 Series 108 Series Oak raft I. AR k EK" eT PIII CNU LANN LNA II N' WMAN rar.T.. v.a rs..ryLt,vr Dew. a Apnl 29. 2002 Masonite International Corporation Om co.m•„ Qo,oa'om orn,polo+emem mrles somflulion5. OeSgn ma DIo0o0 aeon UW0 Io enmoe «aaradunoo nol'Ce OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: f•. 810 Series 300 Series APPROVED SIDELITE STYLES: E 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W 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 8CC0 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 Oakraff AR EK'- m fwLIl Gl.n t.t tin rM Y,W n.u r.,e..i.. r..e re ,. bvr D— Apnl 29. 2002 o...,. o... Om commwnp 01o9gm of 0Io0un +•D avemem m..tt tD<G4.lont. Ott On .10 er00uc. M a s 0 n i t e International Corporation eeu I sueltel 10 CNAOC -ho'l not.!! XX Glazed Outswing Unit APPROVED ARRANGEMENT: of •- - .. 1: , o:.; • i 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". Double Door Maximum unit site • 6'0' x 6'8' Design Pressure 55.0/-55.0 Umited 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 ao a0 00 00 D00 00 100 Senes 133. 135 Series 136 Series 822 Series 1/2 GLASS: o ri o0 00 n 0 a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 20 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. O ak raff AR EK'- DT 1 IUI,M.: t,A\p LP1e\' U IUNt W.R.. .rN /b•pu l.w.Omn a ADnI 29. 2002 0..CO-ft-9 D1Oe.Dro of PIMICI+nYa—At-41 SDt0<( ns despD Ind D CdVl VV Masonite International Corporation aeu.i muiea to CnDnee ..snow nor<e XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: i 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*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). i 1 f / &EX3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak4t-raff 1. AR k EK'- r. H U L N GL11.l LN I.I U.—I T..—.O.O«a... A06129. 2002 Our conbmmhp D'Oepm GI orpoutl .no,o.emcnl makes smd.cjlons. oes.en and oroouct Masonite International Corporation Oela, suo,i ID (hinge —houl nol<t XX Glazed Outswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: O p Lyyr' r 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 . 6.0- 8'0- Design Pressure 47.0/-47.0 Umited 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: 1/2 GLASS: n as 404 Series lIlll 00 ao 822 Series o 108 Series Oak -raff 1• I .I AR EK'" el. Ira 1111IL'MGLA\( UN-1- UI)f)M.S ADI,,l2 2002 n0 program prOOy(t nlprOrtmtnlOuron,,nai01 r.. dPe r—(."Deer mlStf SptC lgl19n1. 0tfgn (n0 Dr00uGl a - Mato tilt! International Corporation Otla l SO"C110 (nangt w00yl n016t PLOT PLAN DESCRIPTION: (AS FURNISHED) 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: COMMENCE AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60 PAGES 27 THROUGH 29; THENCE RUN N00'25'30"E A DISTANCE OF 89.73 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 3.38 FEET; THENCE RUN N 00'25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 897.66 FEET; THENCE RUN S00'25'29"W A DISTANCE OF 47.87 FEET; THENCE RUN S89'36'15"E A DISTANCE OF 200.00 FEET TO THE POINT OF BEGINNING; THENCE RUN S89'36'15"E A DISTANCE OF 50.00 FEET; THENCE RUN S00'25'29"W A DISTANCE OF 110.00 FEET; THENCE RUN N89'36'15"W A DISTANCE OF 50.00 FEET; THENCE RUN N00'25'29"E A DISTANCE OF 110.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. S89'33'46'E A NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR897.66 ANY ERRORS THAT MAY OCCUR FROM THE POINT OF USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. BEGINNING FLOOR 3 LAB EL.EVATI a B" MUST BED o ABOVE CR TRACT RETENTION PONDNOFAWA( NT ROAD UNLE S 50.00' OTHER V14"E +FRROVED oo _E 1 S89.36' 15"E 15 zoo PROPOSED 1" = 30' LOT 25 llGRAPHICSCALE3.38 S89'33'46'E II u DRAINAGE TYPE A 0 15 30 1 POINT OF I -::PATIO: COMMENCEMENT 50 40.0' 5.0' NORTHWEST CORNER OF LOT 25. z 40.00' O PROPOSED o jN PROPOSED CV O PROPOSEDLOT24ocN O b o FINISH FLOOR o N O LOT 26ELEVATION-37.4 O o 1 z I A, LOT 25 BAKERS CROSSING PHASE . PLAT BOOK 00. PAGES 27-29. 1 I LOT 25 CONTAINS 5500 SOUARE FEET t THIS STRUCTURE CONTAINS 1787 SOUARE FEET t TOTAL CONCRETE 627 SO. FT. t TOTAL SOD 3086 SO. FT. t 5.0' 5.0' J II :•ORIVE.'' IVI in 10' UTILITY EASEMEi':..`-''"ti y N89'36'15"W G J ' 0' 0 0 3 PROPOSED wig INLET oar CENTERLINE OF V) RIGHT OF WAY PI BUILDING SETBACKS FRONT: 25' CLYDESDALE CIRCLE TRACT "A" REAR: 20' 1 UNNAMED ROADWAY SIDE: 5' I OF PROPOSED BAKERS CROSSING PHASE 2 CORNER: 15' PREPARED FOR: D.R. HORTON 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. I BEARINGS SHOWN HEREON ARE BASED ON ITHENORTHERLY41NEOFLOT25AS BEING N89'36'15' IN PER PLAT._ FIELD DATE: ) SCALE: I- = 30 Q0 APPROVED JOB NO. ASM39868 ' DRAWN BY: REVISED: PLAN 02-03-03 JML LEGEND BUILDING SETBACK LINE MLW CENTERLINE POD RIGHT OF WAY LINE POL PCCXPROPOSEDELEVATIONPOC PROPOSED ORAINACE FLOW DRPD CONCRETE a LB LAND SURVEYING BUSINESS L 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 C/W CONCRETE WALK RP S/W SIDEWALK R CP CONCRETE PAD CS PD PLAT BOOK C POS PACES R/W NG NATURAL GRADE ORB SO. FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET. SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 MINIMUM LOT VADIH 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 TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUSCONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESIRICTIONS OF RECORD WHICH MAY AFFECT 1HE TI1LE OR USE. OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WI(HOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. z-4 o3 FOR THE 1 1' FIRM WILLIAM R. MUSCATELlO JR. PSMa4928 DATE MiTek' January 30.. 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, Fl. 33331-4627 USA Fax (954) 680 4395 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 : I2177515 thru I2177546. Total : 32 drawings. Job :DR2289A Builder :D. R. HORTON Location :BAKERS CROSSING, LOT 25 County- :SEM I.NOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. 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. January 30, 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 ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR2289A Trusses included=32 0,"\DR2289A\a.tre" 1 2177515 1,"\DR2289A\a1.tre" 12177516 2,"\DR2289A\al1.tre" 12177517 3,"\DR2289A\a1a.tre" 12177518 4,"\DR2289A\a2.tre" 12177519 5,"\DR2289A\a7.tre" 12177520 6,"\DR2289A\a9.tre" 1 2177521 7,"\DR2289A\agab.tre" 12177522 8,"\DR2289A\b.tre" 12177523 9,"\DR2289A\b1.tre" 12177524 10,"\DR2289A\bb.tre" 12177525 11,"\DR2289A\bbgab.tre" 12177526 12,"\DR2289A\bgab1.tre" 12177527 13,"\DR2289A\e.tre" 12177528 14,"\DR2289A\egab.tre" 12177529 15,'1DR2289A\fl8.tre" 12177530 16,"\DR2289A\fl9.tre" 12177531 17,"\DR2289A\f23.tre" 12177532 18,"\DR2289A\f23a.tre" 12177533 19,"\DR2289A\ff19.tre" 1 2177534 20,"\DR2289A\fgl9.tre" 1 2177535 21,"\DR2289A\fg23.tre" 12177536 22,"\DR2289A\fg23aAre" 12177537 23,"\DR2289A\j.tre" 12177538 24,'1DR2289A\k.tre" 1 2177539 25,"\DR2289A\ka.tre" 12177540 26,"\DR2289A\I,tre" 12177541 27,"\DR2289A\la.tre" 12177542 28,"\DR2289A\m.tre" 1 2177543 29,"\DR2289A\ma.tre" 12177544 30,"\DR2289A\mt.tre" 12177545 31,'1DR2289A\s.tre" 1 2177546 No. 4. L. 5161 AA*.. V Or y Az rTATE OF ORlot'/* March 13, 2002 A WARMNO - Verf fy design pasnrneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. eiisel Design valid tot use only with MiTek connectors. This design Is based only upon parameters shown, and Is lot 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 tot lateral support of Individual web members only. Additional temporary bracing to Insure slabBlly during construction Is the responsibillty of the erector. Additional permanent bfbcing of the ovelall structure Is the iesponslblllty 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 IVE;Tek® Handling Installing and Bracing Recommendation available from Truss Hate Institute. 583 D'Onofrb Drive, Madison, Wi 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1 a J2 J3 J4 TOP CHORDS owner and all other interested parties.. u a 2. Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q o joint and embed fully. Avoid knots and wane plates/ a" from outside edge of a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords laces Pat / 4 length(+ 6" from caC, C panel adjacent joint.) 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, 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 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. Im! 0 , WWI jM 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 HYDRO -AIR Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y HORTON 2289 A DR2289A A 16472 Segovia Cir. N. ROOF TRUSS 3 1 12177515 Pembroke Pines, FI 33331-4627. optional) A A-LONGWOOD, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1: 4 2002 Page 1 1-0-0 6-1-4 11-8-0 17-2-13 23-4-0 1-0-0 6-1-4 5-6-12 5-6-12 6-1-3 Scale = 1:41.7 4x6 = 4 6.00 j—iF 2x4 3 5 6 2 1 0FA 3x4 - 8 7 3x4 = 3x4 = 5x6 - 7-1 1-8 15-4-9 23-4-0 7-11-8 7-5-0 7-11-7 Plate Offsets ( -1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st 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.2D BOT CHORD Rigid ceiling directly applied or 6-10-7 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 = 198(load case 4) Max Uplift6=-587(load case 5), 2=-681(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1703, 3-4=-1476, 4-5=-1476, 5-6=-1702 BOT CHORD 2-8 = 1510, 7-8 = 1035, 6-7 = 1509 WEBS 3-8=-355, 4-8=534, 4-7=533, 5-7=-354 NOTES (5-4) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard ` 1 B No. 4.5161ytVw 4C 0 :• STATE OF A%'ORtoa' ss aNAL March 13,2002 AWARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. siiiiiit e Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is lot on Individual building component to be Inslaited and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss Nildesigner. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponslblllty of the erector. Additional petmonent bNcing of the overall structure Is the responsibility of the building designer. For general guidance tegatding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendatlon available lrom Truss Plate Institute, 583 D'Onoblo 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 0 For 4 x 2 orientation, locate plates 1/a" from outside edge of CLtrussandverticalweb. 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 LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE 512E 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 401 1 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 o 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 trussq§. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO -AIR Job truss truss type ty y ORTON 2289 A JUNAIDIE BUDIMAN PE #45161 12177516 DR2289A Al ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331.4627. optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek lndustries, Inc. Wed Mar 1 age 1 6-2-12 11-8-0 19-5-12 23-4-0 1.0.0 6-2-12 5-5-5 7-9-12 3-10-4 Scale 1:42. 4x8 II 4 6.00 rfT 2x4 = 3 ci 2x4 II 5 8 5x8 = 6 2 1 0boo 3.00 rfT o x4 s 5x6 = 3x4 = 9-10-0 19-4.0 23-3-0 23-4-0 9-10.0 9-6-0 3-11-0 0-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.13 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.50 7-8 >457 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 104 lb 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 5-2-1 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 = 95710-4-0, 7 = 1293/0-4.0 Max Harz 2 = 198(load case 4) Max Uplift 6 = -97(load case 6), 2=-569(load case 4), 7=-700(load case 5) Max Grav 6 = 1 1 1(load case 7), 2 = 957(load case 1), 7 = 1293(load 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 (6- 5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 6, 569 lb uplift at joint 2 and 700 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. `VIE 13 LOAD CASE( S) Standard ` • '`PI i Fg1l 4** qtNo. 4 516 tlb ,k w • 4C STATE OF ° s` . o R ANAL March 13, 2002 A WARMNO - Vsryy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE - Design Design validlot use only with MITek connectors. This design Is based only upon parameters shown, and Is lot 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 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 NFiTe Handling InstalllnqandBracingRocommendatlonavallablefromTrussPlateInstitute, 583 D'Onoftb Drive, Madison, WI53719. k® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS u c3 2. Cut members to bear tightly against each other. 0 o¢ WEBXt, JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i Qjoint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 a O at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP ce C, C6 o at I/4 panel length(' 6" from adjacent joint.) 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 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. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 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. O 15. Care should be exercised in handling, TM PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 GWYO-NAIL HYDRO,A/R® Job russ russ I ype JUNAIDIE BUDIMAN PE 945161 ty y A 12177517 DR2289A A11 ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627. 1 1 optional) MiTek Industries, Inc. 4. 1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar 1 age 1 5-9-4 11-0-0 12-4-1 , 17-6-13 23-4-0 r T-0-0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Scale 1:42.3 4x6 = 4.6 = 4 5 6.00 FTY 3x6 4 3x6 3 6 7 2 3x6 = 11 10 9 8 3x6 = 2x4 II 3x4 = 5x6 - 2x4 If 5-9.4 11-0-0 12-4-1 17-6-13 23-4-0 5-9-4 5-2-12 1-4-1 5.2-12 5-9-3 Plate Offsets -1, -1-1-3-T LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.10 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10.11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min Well = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1079/0-4-0, 2 = 1 175/0.4.0 Max Horz 2 = 189(load case 4) Max Uplift7 = -580(load case 5), 2=-695(load case 4) FORCES (lb) - 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 2-1 1 = 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 (6.5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 580 lb uplift at joint 7 and 695 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. E bQ LOAD CASE(S) Standard`P IF[ 7=J' No. 4 5161 b ,t O : STATE OF D ss NA1. March 13,2002 AWARMNO - VerM 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 dot on Individual builling component to be Installed and loaded vertically. Applicability of design potometers and ptoper Incorporation of component is tesponslblltty of building cdesignet - not truss deslgnet. Bracing shown Is tot lotetat support of Individual web members only. Additional temporary btocing to Insure stability cdurdng construction Is the tesponslblllty of the erectot. Additional permanent bracing of the overall shuctute Is the tesponslblllty of the building designer. For general guidance tegarding fabrication, quality conbol, stotoge, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M.;Te k® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 683 D-Onoltb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 4 to-1'i4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS C7 C) o cc WEBS J5 occ o U O O a ca c? u O 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. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE 4 X 4 The first dimension is the width perpendicular to slots. Second CONNECTOR PLATE CODE APPROVALS 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 WISC/DILHR 870040-N, 930013-N, 910080-N Indicates location of joints at which bearings (supports) occur. Mi! MiTek® TM PANEL CLIP FORM018.019 QANQ-NAIL Q HMRO,AIR0 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 I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job I russ truss type JUNAIDIE BUDIMAN PE #45161 ty y A 12177518 DR2289A A1A ROOF TRUSS 16472 Segovia Cir. N. 6 1 Pembroke Pines, FI 33331.4627. optional) A A-LONGWOOD, FL, MiTekIndustries, Inc. 1 s Aug 90 9001 MI ek Industries, Inc. Wed Mar 1 Pa —gel 0-0-0 6-2-12 11-8-0 19-5-12 23-4-0 t-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:42. 4x8 II 4 6.00 (T£ 2x4 = 3 2x4 II 5 8 5x8 - 6 2 M 01 C? 0 3.00 j-T2- o x6 s 5x6 - 3x4 - 9-10-0 19-4-0 23-4.0 9-10-0 9-6-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.21 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 0.82 Horz(TL) 0.17 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 3-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-7 REACTIONS (lb/size) 6 = 1081 /0-4-0, 2 = 1 17210-4-0 Max Horz 2 = 198(load case 4) Max Uplift6=- 5870oad case 5), 2=-681(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 (6- 5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 IT above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) 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 587 lb uplift at joint 6 and 681 Ib uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE( S) Standard `i'`pt D t Into, 4 5161 V y 0':• STATE OF S IVAL• March 13, 2002 AWARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for 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 petmonent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 1Tek® Handling InstallingandBracingRecommendationavailablefromTrussPlateInstitute. 583 D'Onoftb Drive, Madison, WI53719. 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 X plates 1/8' from outside edge of 0. 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. FARTHESTTO 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 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 Q joint and embed fully. Avoid knots and wane o 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. 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 comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses,, 1993 Mitek Holdings, Inc. Job I russ I Fuss I ype JUNAIDIE BUDIMAN PE #45161 ty ly HORTON 2289 A 12177519 DR2289A A2 ROOF TRUSS 16472 Segovia Cir. N. 5 1 Pembroke Pines, FI 33331-4627. optional) MiTek Industries, Inc. 4.201 SR 1 s Aug 20 2001 MiTelk Industries, nc. aMar 13 08:51:06 2002 Page 1 1-0-0, 6-2-12 1 1-8-0 15-6-4 19-8-0 r r 1-0-0 6-2-12 5-5-5 3-10-4 4-1-12 Scale 1:36. 4x6 - 4 3x4 5 6.00fTT 2x4 = 3 2x4 II 6 9 5x6 - 8 I 3x4 01 3.00 3x4 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 CST DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.14 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.43 2-9 > 542 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 98 Ib 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 3-2-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1001 /0-4-0, 7 = 910/0-4-0 Max Horz 2 = 301(load case 4) Max Uplift2=-597(load case 4), 7=-469(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2.3=-2439, 3-4=-1797, 4-5=-1123, 5-6=-0, 6-7=-146 BOT CHORD 2-9 = 2224, 8-9 = 1093, 7-8 =977 WEBS 3-9 =-558, 4-9 = 1175, 4-8 =-106, 5-8 = 168, 5.7 =-1343 NOTES (6-5) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597 lb uplift at joint 2 and 469 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 91 13u, LOAD CASE(S) Standard I' Or It 0 ; STATE OF 4 . o RSo,A',,` a vaL March 13,2002 A WARNING - VerVy design parameters and READ NOTES ONTBIS AND REVERSE SIDE BEFORE USE. 0 Design valid tot use only with MlTek connectots. This design is based only upon parameters shown, and is tot on Individual building component to be Installed and loaded vertically. AppilcobllBy of design patametets and proper Incorporation of component Is tesponslbillty of building designer - not truss designer. Bracing shown Is tot loteial support of Individual web members only. Additional temporaty bracing to Insure stability during construction Is the responsiblllly 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, OSS-89 Bracing Specification, and HIS-91 NNTeHandlinginstolllnaandBracingRecommendationavailablefromTtussPlateInstitute, 583 D'Onofilo Drive, Madison, WI53719. k® Symbols PLATE LOCATION AND ORIENTATION 1'i. * 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 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 MlTek/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 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. 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 I russ I russ I ype JUNAIDIE BUDIMAN PE 945161 ty y RTON 2289 A 16472 Segovia Cir. N. 12177520 DR2289A A7 ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 to tionall A AN- , MiTek Industries, Inc. 4. 1 s Aug 90 9001 I ts ndustrles,Inc. Wed Mar 1 age 1 1.0-0, 3-9-4 7-0-0 11-8-0 16-4-1 19-6-13 23-4-0 4-0-0 3-9.4 3-2-12 4-8-0 4.8-0 3-2-12 3-9-3 Scale 1:42.1 5x8 = 2x4 II 5x8 - 4 5 6 171 2x4 - 2x4 i 3 7 8 f 2 all ff la0 0 3x8 - 11 10 9 3x8 - 3x4 = 5x8 = 3x4 = 7- 0-0 11-8-0 16-4-1 23-4-0 7- 0.0 4-8-0 4-8-0 6-11.15 Plate Offsets -1 4: - -1 •1, •1 •1- •1-1 -1 -1-1 -1-[10:0-4-0,0-3-01 LOADING ( psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.24 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.29 10-11 >956 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.11 8 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 122 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-0-13 oc purlins. 4- 6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 8 = 2193/0-4-0, 2 = 2284/0-4-0 Max Harz 2 = 135(load case 4) Max Uplift8=-1281(load case 4), 2=-1487(load case 4) FORCES ( lb) - 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 SOT CHORD 2-11 = 3728, 10.1 1 = 3677, 9-10 = 3676, 8-9 = 3724 WEBS 3-11 =-95, 4-11 =815, 4-10=837, 5-10=-810, 6-10=839, 6.9=814, 7-9=-92 NOTES ( 7-6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSl95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1281 lb uplift at joint 8 and 1487 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. 6) Special hanger(s) load(s) 602.71b down 724.81b 16-4-1, orconnection(s) required to support concentrated and up at and [7 603. 21b down and 725.01b at 7-0-0 on bottom Design for is delegated to the upchord. unspecified connection(s) ......... building designer. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. ' :U(,P 4j• LOAD CASE(S) Standard * • N0.451fi1ir 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) •9 yt 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 •; SPATE ConcentratedLoads (lb) OF Vert: 11=-603.2 9=-602.7 % A% •` ORI NAL March 13,2002 AWARMNO - VerVy design parameters and READ NOTES oNTAI3 AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parametets shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorpototlon of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web membets only. Additional tempotary bracing to Insults stability during constructlon Is the responsibility of the erectot. Addltlonai permanent btacing of the ovetall shuctute is the responsibility of the building designer. For general guidance tegaiding fobrloatlon, qualify control, storage, delivery, erection and bracing, consult OST•68 Quality Standard, DSB•89 Bracing Specllloatlon, and HIB-91 NE;Tek® HandlingInstollinaandBracingRocommonclatlonavailablefromTrussPlateInstitute, 583 D'Onoftlo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION - 44 t 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of 0trussandverticalweb. F_ 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-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 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, MiTek® FORM018,019 ZA6.fr01L_1'O HYDRO,AW 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 o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 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. Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty ly HORTON 2 89 A OR2289A A9 ROOF TRUSS 16472 Segovia Cir. N. 1 1 12177521 Pembroke Pines, FI 33331-4627. optional) A A- 4.201 s an I e n ustries, Inc. Tue Mar age 1 1-0-0 4.9-4 9-0-0 14-4-1 18-6-13 23-4-0 1-0=0 4-9-4 4-2-12 5.4-1 4-2-12 4-9-3 Scale = 1:41.7 4x6 = 4x8 = 4 5 6.00 12 2x4 2x4 i 3 6 a70 0 7 2 1 Ig 3x4 = 9 8 3x4 = 3x8 = 5x6 = 9.0-0 14.4.1 23-4-0 9-0-0 5-4-1 8.11-15 Plate Offsets -4, - LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.08 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.8.12 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 6-2-15 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 = 163(load case 4) Max Uplift 7=-556(load case 5), 2=-720(load case 4) FORCES (lb) - 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 = 1567 WEBS 3-9 = -317, 4.9 = 286, 5-9 = 0, 5-8 = 285, 6-8 = -316 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 556 lb uplift at joint 7 and 720 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard INp,E BU4 1 No. 45161 CC STATE OF ° 5A%Z OR10A L March 13,2002 A WARNING - Ve ft derripn jp mn attar and READ NOTES oNTHis AND REVERSE SIDE BEFORE USE. Design valid for use only with Mltek connectors. This design is based only upon parameters shown, and is for an Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility 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-8a Quality Standard, DSB-89 Bracing Specification, and HIB-91 D Handling Installing and Bracing Recommendation available from Truss Plate Institute, $83 D'Onoftb Drive, Madison, WI53719. KTek Symbols PLATE LOCATION AND ORIENTATION t3/. *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 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 AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. 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 o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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-AW Job ruse I ruse I ype JUNAIDIE BUDIMAN PE #45161 ty y TON 2289 A 12177522 DR2289A AGAB 16472 Segovia Cir. N. ROOF TRUSS Pemhroke Pines, FI 33331-4627. 1 1 optional) 1 SR 1 s Jan 2 2002 mi rek Industries, Inc. Tue Mar 1 age 1-0-01 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 52-4 1-0-0 Scale = 1:37.3 4x6 = 4 6.00 F12 3 5 ryry}} 2 6 yIgG11 3x4 = 6 3x4 = 5x8 = 9-10-0 19-8-0 9-10-0 9-10-0 Plate Offsets -4- 1 1 1 - - 0:0-0- . 1: 24:0-0-0,0-0-01,125:0-0-0,0-0-01.126:0-0-0,0.0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.47 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/deft = 360 Weight: 1 1 1 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-10 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 = 161(load case 4) Max Uplift2 = -587(load case 4), 6=-587(load case 5) FORCES (Ib) - 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 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 2 and 587 lb uplift at joint 6. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASEIS) Standard F% C,q tj G` P •' t ' No, 4 5161 STATE OF ss NA1.E 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 lot an Individual building component to be Installed and loaded vertically. Applicablltly 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-98 Quality Standard, DSB-89 Bracing Specification, and HIB-91 NF Tek® Handling Inslallina and Bracing Recommendation available from Truss Plate Institute, 683 D'Onotrlo Drive, 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. ha„1 e„ 0 Qa_'*For 0 4 x 2 orientation, locate plates 1/8" from outside edge of a truss and vertical web. 0o 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 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 MiTek® O ^/ HYDRO -AIR 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 © 1993 Mitek Holdings, Inc. CLIP Job I rusS fUSS ype JUNAIDIE BUDIMAN PE N45161 ty y 12177523 DR2289A B ROOF TRUSS 16472 Segovia Cir. N. 5 1 Pembroke Pines, FI 33331-4627, optional) A -OD, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1: age 11-0-Q 6-10-8 13-5-8 20-4-0 1-0-0 6-10.8 6-7-0 6-10-8 5.8 7 3x4= Scale = 1:56.7 6.00riF 11 wlwedge 6 5x6 i 5 5x6 i 4 8 2x4 II 3 9 3x8 v 3.00 FTT 2 10 1 5x6 3x4 4 0 — 3x4 4 4x6 II 6-10-8 13-5-8 20-4-0 6-10-8 6-7-0 6-10-8 Plate Offsets -4- -1 4: -4 , -4 , d e , 1 LOADING (psf) SPACING 2-0-0 CST DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.12 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 0.94 HOrz(TL) -0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC ILL Min I/deft = 360 Weight: 113 Ib 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 4-7-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 3-7-15 REACTIONS (lb/size) 6 = 988/0-3-8, 2 = 1030/0-8-0 Max Horz 2=853(load case 4) Max Uplift 6=-826(load case 4), 2=-465(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=7, 2.3=-2334, 3-4=-2334, 4-5=-1273, 5-6=-1263, 6-11 =-10, 7-11 =-10, 6-8=67 BOT CHORD 2-10=2095, 9-10=2092, 8-9=0 WEBS 4-10=135, 4-9=-894, 5-9=-485, 6-9=1642 6-51 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 826 lb uplift at joint 6 and 465 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. Dr+ 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. f [7GJ 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. FiC., LOAD CASE(S) Standard No. 4.5161 r* V y SPATE OF V 0 R I D.- NAL March 13,2002 A WARNING - Verjfy design parameter* 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 loaded vertically. Applicability of design parameters and ptoper Incorporation of component Is responsibility of building deslgnet - not truss Mi! designer. Btacing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during consituctlon is the responsibility of the etector. Additional petmonent brbcing of the overall shuctute is the responsibility of the building deslgnet. For genetal guidance tegatding fobrlcotlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 NF Tek® Handling Installing and Bracing Rocommonciatlon available ftom Truss Plate Institute, $83 D'Onoftlo Dtive. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION t 3/. *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 a truss and vertical web. 00 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 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! 0 . MiTeke s j&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 o 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. 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 NYDRO,A/R Job russ russ ype ty ly ORTON 2289 A JUNAIDIE BUDIMAN PE #45161 12177524 DR2289A B1 ROOF TRUSS 16472 Segovia Cir. N. 16 1 Pembroke Pines, FI 33331-4627. optional) ADOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1: age 1 1-0-q 5-7-13 1 1-0-3 16-8-0 1-0-0 5-7-13 5-4-5 5-7-13 5x8 7 3x4= Scale = 1:45.7 11 ' w/wedge 6 6.00 FTY 2x4 II 5 5x6 no 8 2x4 II 3 9 3x8 3.00 Ff£ ry 2 10 1 5 x6 3x4 4x6 II 5-7-13 1 1-0-3 16-8-0 5-7-13 5-4-5 5-7-13 Plate Offsets ( ): -4- -1 4: - - d e , 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.09 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.12 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 93 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 5-3-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 2-11-12 REACTIONS (lb/size) 6=816/0-3-8, 2=857/0-8-0 Max Horz 2 = 707(load case 4) Max Uplift6 = -681 (load case 4), 2=-392(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1841, 3-4=-1841, 4-5=-1014, 5-6=-1014, 6-11 =-10, 7-11 =-10, 6-8=55 BOTCHORD 2-10=1644, 9-10=1641, 8-9=0 WEBS 4-10=110, 4-9=-687, 5-9=-399, 6-9=1327 6-5) 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI[TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 6 and 392 lb uplift at joint 2. 4) This truss has been designed with ANSI[TPI 1-1995 criteria. 5) Gap between inside bearing first diagonaloftopchordand or vertical web shall not exceed 0.500in. t [7Dt 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. P i a'{rQ LOADCASE(S) Standard rj No. 4 5161 k t'rt 0 : STATE OF wA% OR ID lVAL March 13,2002 A WARNING - VerVy deeiyn paranseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. riiiiis e Design valid for use only with MITek connectots. 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 bullding designer - not truss Eldesigner. 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 control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Rocomm*ndallon available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI5371 G. Welke Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property/ 0t re-t'i. *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 other. 0 cc WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i o_ joint and embed fully. Avoid knots and wane plates/a" from outside edge of 7: a y v at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chords lacesP at i14 length(' 6" fromce , panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko O WM 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 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. FORM01 B4O1 O HMRO,A/R Job russ I russ I ype JUNAIDIE BUDIMAN PE 745161 ty ly 12177525 DR2289A BB 16472 Segovia Cit. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 to tionall A A- a Industries,Inc. 1 s Aug 1 I e n ustrles, Inc. Wed Mar 1:1 age 1 1-0-0 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale 1:26. 4x6 = 4 6.00 FTY 3 5 7 5x6 = 6 00 2 3x4 3x4 3x4 -- 3x4 3.00 FfT 4x6 11 3x6 II 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets ( -4- - -116:0-2-4,0-2-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 VertITL) -0.12 7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 63 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.213 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (lb/size) 6 = 679/0-3-0, 2 = 763/0-8-0 Max Horz 2=130(load case 4) Max Uplift 6 = -363(load case 5), 2=-455(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 = 1125, 6-7 = 1 125 WEBS 4.7=690 6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and 51 This truss has been designed with ANSI/TPI 1-1995 criteria. 4hi lb uplift at joint 2. g \91 O6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard t No. 4 5161 w Y STATE OF 'ItI ss NAL March 13,2002 A WARNING Ver(jy design and READ NOTES ONT137S AND REVERSE SIDE BEFORE USE. ® parameters Design valid tot use only with MITek connectots. 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 Mi! 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 brDcing 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 WWIHandlingInstalllnaandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 a: 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Jolnt/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 LOWEST JOINT FA RTH 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 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. Mi! MiTek® O 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 o 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. 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, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 HYDRO -AIR Job russ russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177526 DR2289A BBGAB ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627. 1 1 optional) AOD, FL, MiTekIndustries, Inc. —4.20-1-791111 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1:1 1 2002 Page 1 1-0-0 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale = 1:26. 4x6 = 4 2x4 II 2x4 II 6.00 3 5 7 5x6 = 6 00 2x4 II 2x4 II 2 3x4 3x4 i G 3x43x4 3.00 F£ 4x6 II 3x6 II 7-6-0 14-7-0 7.6-0 7-1-0 Plate Offsets ): -4- - -1[6:0-2-4,0-2-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) -0.1 1 7 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.12 7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/dell = 360 Weight: 68 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (lb/size) 6=679/0-3-0. 2=763/0-8-0 Max Horz 2 = 130(load case 4) Max Uplift6 = -363fload case 5), 2=-455(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 = 1125, 6-7 = 1 125 WEBS 4-7=690 8-71 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) 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. pp 5) Bearing at joint13 s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer `9i should verify capacity of bearing surface.•,,.-•••. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and 455 lb uplift at joint 2. i• GL7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. No. 451 fit LOAD CASEIS) Standard "fl O:• STATE OF ° R •' s•• L March 13,2002 WARNING VerVy dssiyn and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. iiiiiiiiii—® parameters 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 ptopei Incotpotallon of component is responsibility of building designet - not truss El designet. Bracing shown is lot loletol support of Individual web members only. Additional temporaty bracing to Insure stability during consttuctlon is the tesponslbillty of the erector. Additional permanent btbcing of the overall shuctute is the tesponslblllly of the building deslgnet. For genetal guidance tegatding fobtloatlon, quality control, storage, delivety, etectlon and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specl cation, and HIS-91 WWI msndatlonavailableTrussPlateInstitute, 593 D'Onottlo Drive, Madison, WI63719. HandlingInstalllnaandBracingRscomfrom 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. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 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. FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke FORM01 B.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 Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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 Mffek Holdings, Inc. Job I russ truss type JUNAIDIE BUDIMAN PE N45161 ty y A 12177527 DR2289A BGAB1 MONO TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) A-LONGWOOD, FC,MiTekIndustries, Inc. 1 s Aug 70 7n0 1 MiTe k Industries, Inc. Wed Mar 13 08:51:12 2002 Page 1 16.8-0 1-0-0 16-8-0 2x4 II Scale = 1:47.0 1110 2x4 II 9 2x4 II 6.00 r1 F B 2x4 II 7 2x4. II 6 2x4 11 5 2x4 11 5 x 6 4 r2 Al 3x4 -.... 2x4 II 2x4 II 2x4 II 2.4 II 2x4 11 2x4 II 5x6 - 2x4 II 16-8-0 16-8-0 Plate Offsets (X,Y): 1 LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.08 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 10-11 >891 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 12 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC ILL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10-12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 204/16-8-0, 13 = 185/16-8-0, 12 = 89/16-8-0, 14 = 190/16-8-0, 15 = 188/16-8-0, 16 = 187/16-8-0, 17 = 190/16-8-0, 18 = 178/ 16-8-0, 19 = 228/ 16-8-0 Max Horz 2=699(load case 4) Max Uplift 13 = - 1 50(load case 4), 12=-69(load case 4), 14=-162(load case 4), 15=-158(load case 4), 16=-158(load case 4), 17=-160(load case 4), 18=-153(load case 4), 19=-2360oad case 4) FORCES IV - 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, TO- 12 =-75 BOT CHORD 2-19=8, 18-19=1, 17-18=1, 16-17=1, 15-16=1, 14.15=1, 13-14=1, 12-13=1 WEBS 9-13=-146, 8-14=-150, 7-15=-148, 6-16=-148, 5-17=-149, 4-18=-143, 3-19=-174 7-61 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 31 Gable requires continuous bottom chord bearing. `ptF- [7br+ LJ4) Gable studs spaced at 2-0-0 oc. P5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 13, 69 lb J , • lF j+'• uplift at joint 12, 162 lb uplift at joint 14, 158 lb uplift at joint 15, 158 lb uplift at joint 16, 160 lb uplift at joint 17, 153 lb uplift at joint 18 and 236 lb uplift at joint 19. I' 6) This truss has been designed with ANSI/TPI 1.1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. * N0 45161 LOAD CASE(S) Standard •. STATE OF e t sS/0 R 10A,.•., . WAL March 13,2002 A WARNINO - VerVy design parameters and READ NOTES ON TB73 AND REVERSE SIDE BEFORE USE. iiiiissiiiis 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 bullding designer • not truss Eldesigner. 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, election and bracing, consult OST-88 Quality Standard. DSB-89 Bracing Specification, and HIB-91 IVHTek® Handling Instolllnq and Bracing Recommendation ovollable from Truss Plate Institute, 583 D'Onofrlo Drive, Madison. W153719. 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 Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. Cz C3 2. Cut members to bear tightly against each other. cc WEBS 4 J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i i--C6 Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of a y o_ V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesp' at I/4 length(+ 6" fromca, V panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in A J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/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 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 FORM01 B4O1 V At 0 HYDRO -AM 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. Job I rusS I russ I ype JUNAIDIE BUDIMAN PE 745161 ty y A DR2289A E 16472 Segovia Cir. N. ROOF TRUSS 2 1 12177528 Pembroke Pines, FI 33331-a627. optional) L, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1:1 Pa —gel 1-0-0 4-8-0 9-4-0 10-4-0 1-0-0 4-8-0 4-8-0 1-0-0 Scale = 1:19. 4x6 = 3 6.00 rTF 4 2 5 !p i 3x6 = 3x6 = 8 7 6 2x4 II 1-4-0 4-8-0 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) 0.06 4 > 295 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.06 2 > 298 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc puffins. 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 = 517/0-1-8, 6 = 51 7/0-1-8 Max Horz 8=-92(load case 5) Max Uplift8 = -400(load case 4), 6=-400(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 6-51 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 8 and 400 lb uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard `D F— 13 r ^ No.451fit O : STATE OF O I R.M.QAr! O f/lL March 13,2002 A WARNINO - 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 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 literal 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, dellveiy, erection and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and MIS-91 Handling Instolllnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. IVHTek® Symbols PLATE LOCATION AND ORIENTATION 13114 *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 a truss and vertical web. 00 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 formal 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 401:1, 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® M. 'ZA.\-L.0 FORM018,019 awo-MAIL 0 HMRO,aipO 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 o 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. 1993 Mitek Holdings, Inc. Job russ Truss type JUNAIDIE BUDIMAN PE Fl45161 ty y A 12177529 DR2289A EGAB ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pernbroke Pines, FI 33331-4627. o tional) A- 4.201 SR 1 s Jan 2 2002 mi rek Industries, Inc. Tue Mar 12 1 4 2002 Page 1 1-0-0 4$0 94-0 10-4-0 1.0.0 4-0-0 4-8-0 1-0-0 Scale = 1:19.3 4x6 = 3 6.00 FI2 20 II 2x4 II 4 2 LJ Li 5 Ia 1 2x4 11 6 2x4 11 2x4 = 2x4 II 2x4 = 4-8-0 9.4.0 4-8-0 4-8-0 Plate Offsets 1 LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 2-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 51 1 /0-8-0, 4 = 51 1 /0.8-0 Max Horz 2=-92(load case 5) Max Uplift 2 = -326(load case 4), 4=-326(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 17, 2-3 =-424, 3-4 =-424, 4.5 = 17 BOT CHORD 2-6 = 372, 4-6 = 372 WEBS 3-6=87 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 2 and 326 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. \`E p` r77j(fj LOAD CASE(S) Standard P10, 4 5161 OC STATE OF V OVAL March 13,2002 A WARNINO - Verijjy design parameter 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 lot 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-ea Quality Standard, DSB-89 Bracing Specification, and HIS-91 NFiTe k® Handling Installlnq and Bracing Reeommendallon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against each other. 0 cc WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates I/s"from outside edge of a` y o V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordlaces ca, , C6 o at' panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 V J6 lumber shall not exceed 19%at time of connector plates. 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 401:1, 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 Np TM PANEL CLIP FORM016,019 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 1 russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 89 A DR2289A F18 16472 Segovia Cir. N. FLOOR 1 1 12177530 Pembroke Pines, FI 33331-4627. optional) A- , MiTek Industries, Inc. 4.201 01 s Aug 202001 MiTek Industries, Inc. Wed Mar 13 08:51:15 2002 Page 1 3-9.7 7-5-2 1 1-0-14 14-8-9 18-6-0 3-9-7 3-7-11 3-7-11 3-7-11 3-9-7 Scale: 3/8' =1 2x4 II 5x6 - 2x4 II 5x8 = 3x4 II 14x6 - 2 3 4 5 6 11 10 9 8 7 3x4 II 5x8 - 2x4 II 5x6 = 5x6 - 4x6 - 3-9-7 7-5-2 11-0-14 14-8-9 18-6-0 3-9-7 3-7-11 3-7-11 3.7-11 3-9-7 Plate Offsets ): LOADING (psf) SPACING 2.0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.67 Vert(LL) -0.39 9-10 > 554 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -0.54 9-10 >402 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.07 7 n/a BCDL 5.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 480 Weight: 82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-12 2 X 6 SYP No.2ND, 1-11 2 X 4 SYP No.2D REACTIONS (lb/size) 12 = 997/0-6-0, 7 = 997/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-12=-931, 1-2=-2703, 2-3=-2703, 3.4=-4137, 4-5=-4137, 5-6=-265, 6.7=-215 BOT CHORD 1 1.12 = 274, 10-1 1 = 4130, 9-10 = 4137, 8.9 = 2766, 7-8 = 2766 WEBS 1 - 1 1 =2531, 2-11 =-303, 3-11=-1489, 3-10=49, 4-9=-364, 5-9=1426, 5-8=-10, 5-7=-2601 5-41 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) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard No, 45161 0 :• STATE OF ° ass/ Z o to,A-,, ANAL March 13,2002 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 loaded vertically. Applicability of design parameters and proper Incorporation of component Is tesponslblBty 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 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 btacing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Welk" Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI $3719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 48Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. z 2, Cut members to bear tightly against each other. 03. WEBS Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates/a" from outside edge of o` VyIJ5 o_ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords laces I/ 4 PcAVC6oatpanellength(+ 6" from 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. 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. 1 e 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. Uip 1 MiTeke TN 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 -AM Job I russ russ ype JUNAIDIE BUDIMAN PE 945161 ty y A 12177531 DR2289A F19 FLOOR 16472 Segovia Cir. N. 8 1 Pembroke Pines, FI 33331-4627. optional) A , MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:16 2002 Page 1 3-11-10 7-9-9 11-7-7 15-5-6 19-5-0 3-1 1-10 3-9-14 3-9-14 3-9-14 3-1 1-10 Scale 1:33.3 2x4 II 5x6 - 2x4 II 5x8 = 3x4 II 1 5x6 = 2 3 4 5 6 11 10 9 8 7 3x4 II 6x8 = 2x4 II 5x6 = 5x6 = 4x6 = 3-11-10 7-9-9 11-7-7 15-5-6 19-5-0 3.1 1-10 3-9-14 3.9-14 3-9-14 3-1 1-10 Plate Offsets 1 , 3: - LOADING (psf) SPACING 2.0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.46 9-10 >491 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.93 Vert(TL) -0.64 9-10 > 357 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.09 7 n/a BCDL 5.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min Well = 480 Weight: 87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-12 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-12 2 X 6 SYP No.2ND, 6-7 2 X 6 SYP No.2ND 1-11 2 X 4 SYP No.2D, 5-7 2 X 4 SYP No.2D REACTIONS (Ib/size) 12 = 1043/0.6-0, 7 = 1043/0-3-0 FORCES (Ib) - First Load Case Only TOP CHORD 1-12=-975, 1-2=-2973, 2-3=-2973, 3-4=-4525, 4-5=-4525, 5-6=-287, 6.7=-224 BOT CHORD 11-12=299, 10-11 =4518, 9-10=4525, 8-9=2999, 7-8=2999 WEBS 1-11 =2775, 2-11 =-322, 3-11=-1606, 3-10=47, 4-9=-386, 5-9=1581, 5.8=-3, 5.7=-2815 4-31 1) 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) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASEISI Standard FEE 18 Al • No, 45161 nc STATE OF OVAL March 13,2002 A WARWNO - Ver{/y design parameters and READ NOTES ONTHzs AND REVERSL 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 Incorpotatlon of component is responsibility of building deslgnet - not truss MI! deslgnet. Bracing shown is tot lateral support of Individual web members only. Additional tempotary bracing to Insure stability during consttuctlon Is the responsJbility of the erector. Additional permanent btbcing of the overall shuctute Is the responsibility of the building designer. For general guidance tegarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSR-89 Bracing Specification, and HIS-91 N iTek® Hondling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrlo DtNe, Madison, WI63719. 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„ For 4 x 2 orientation, locate plates/a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS cz Q o WEBS 0O ce cr uIJ5 0O 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 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® O PANEL TM CLIP FORM018.019 awowN #fMRQIAZR® 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 /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I russ ruse Ype JUNAIDIE BUDIMAN PE A45161 ty I y 12177532 DR2289A F23 FLOOR 16472 Segovia Cie. N. 10 1 Pembroke Pines, FI 33331.4627. optional) A A -OD, FL, MiTekIndustries, Inc. 4.201 SRI s Aug 20 2001 MiTek Industries, Inc. Wed Mar age 2-8-2 5-2-8 7-8-15 10-3-5 12-9-11 15-4-1 17-10-8 20-4-14 23-1-0 2-8-2 2-6-6 2-6-6 2-6-6 2-6-6 2-6-6 2-6-6 2-6-6 2-8-2 Scale 1:39.9 5x6 = 2x4 II 4x8 = 2x4 II 5x6 = 2x4 II 4x8 = 2x4 II 5x8 = 2x4 II 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 2x4 II 5x8 = 2x4 II 4x8 = 2x4 II 4x6 = 5x6 = 5x8 = 2x4 II 4x6 = r 2-8-2 5-2-8 7-8-15 10.3-5 12.9-11 15-4-1 17-10-8 20-4-14 23-1.0 2-8-2 2-6-6 2-6-6 2-6-6 2-6-6 2-6-6 2-6-6 2-6-6 2.8-2 Plate Offsets 14: - -01 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.55 15-16 >494 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.76 15-16 >359 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.10 11 n/a BCDL 5.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 480 Weight: 108 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.10-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-20 2 X 6 SYP No.2ND REACTIONS (lb/size) 20=833/0-6.0, 11=833/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD 1-20=-777, 1.2=-1698, 2-3=-1698, 3-4=-3929, 4-5=-3929, 5.6=-4390, 6-7=-4390, 7-8=-3090, 8-9=-3090, 9.10=-136, 10-11 =-116 BOT CHORD 19-20=160, 18-19=3067, 17-18=3067, 16-17=4387, 15-16=4390, 14-15=3970, 13-14=3970, 12-13=1759, 11-12=1759 WEBS 1-19=1672, 2-19=-123, 3-19=-1481, 3-18=28, 3-17=932, 4-17=-149, 5-17=-499, 5-16=23, 6-15=-166, 7-15=454, 7.14=19, 7.13=-952, 8.13=-167, 9-13=1439, 9-12=-22, 9-11 =-1755 4-31 1) 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) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard E 6l1Q Np No. 4 5161 0 : STATE OF ss ONAL March 13,2002 AWARMN0 - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. sooinins Design valid tot use only with MITek connectors. This design is based only upon parametets shown, and is for an Individual building component to be Installed and loaded veetloally. Appllcablltty of design parametets and piopet Incorpotatlon of component Is tesponslblllty of building designer - not truss Eldesignee. Bracing shown is foe lateral support of Individual web members only. Additional lempotaty biocing to Insure stability duting conshuctlon is the responsibility of the etectot. Additional peemanent bebcdng of the overall sfeuctute is the tesponslblilty of the building designee. Foe general guidance regaeding fabelcatlon, quality conteol, sfotage, dellvety, erection and btocing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 NHTek® Handling Installlrq and Bracing Recommendation available team Ttuss Plate Institute, 583 D'Onofelo Delve, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 17-1 0 Q 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of CL 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 LOWEST JOINT MITek/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 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. 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 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. TN 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. Job 1 russ russ I ype JUNAIDIE BUDIMAN PE #45161 ty ly ORTON 2289 A DR2289A F23A FLOOR 16472 Segovia Cit. N. 5 1 12177533 Pembroke Pines, FI 33331-4627. optional) A A -OD, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 9001 M'Te n ustnes, Inc.Wed Mar 13 08:51:18 2002 Page 1 2-8-2 5-2-8 7-8-15 10-3-5 12-9-11 15-4-1 17-10-8 20-4-14 22-11-0 23,1-0 r . 2-8-2 2-6-6 2-6-6 2-6-6 2-6-6 2-6-6 2-6-6 2-6-6 2-6-2 0-2-0 Scale = 1:39.6 5x6 = 2x4 II 4x8 = 2x4 II 5x6 = 2x4 II 4x8 = 2x4 II 5x8 = 2x4 I1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1 2x4 II 5x8 = 2x4 II 4x8 = 2x4 II 4x6 = 5x6 = 5x8 = 2x4 II 4x6 = r 2-8-2 5-2-8 7-8-15 10.3-5 12.9.11 15-4-1 1 17-10-8 20-4-14 22-11-0 23-1-0 2 8 2 2-6-62-6 s 2-s s 2— -- 2-6 s —2-6-6-2-6-6 2-6-2-0-9-0 Plate Offsets ): 1 4: - LOADING ( psf) SPACING 1-4-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.54 15.16 >505 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.74 15.16 >367 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.10 11 n/a BCDL 5.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 480 Weight: 107 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-8 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except' 1- 20 2 X 6 SYP No.2ND, 10.11 2 X 4 SYP No.2D REACTIONS ( lb/size) 20=827/0-6-0, 11=827/0-1-8 FORCES ( Ib) - First Load Case Only TOP CHORD 1-20=-771, 1-2=-1684, 2-3=-1684, 3-4=-3887, 4-5=-3887, 5-6=-4325, 6-7=-4325, 7-8=-2988, 8- 9=-2988, 9-10=-127, 10-11 =-109 BOT CHORD 19-20=159, 18-19=3038, 17-18=3038, 16-17=4323, 15-16=4325, 14-15=3882, 13-14=3882, 12- 13=1650, 11-12=1650 WEBS 1.19=1658, 2-19=-124, 3-19=-1464, 3-18=27, 3-17=918, 4-17=-151, 5-17=-475, 5-16=18, 6- 15=-170, 7-15=479, 7-14=17, 7-13=-967, 8-13=-167, 9.13=1447, 9-12=-19, 9.11 =-1663 15- 4) 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASEISI Standard 0113 l F•: No. 451fit rt X A. :, STATE OF s% AZORiO'' ems. tw••. IVAL March 13,2002 AWARNINO - Verjfy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. liiimimiiii 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 Be[ 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 brDcing 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. OSS-89 Bracing Specification, and HIB-91 NF Tek® HandlingInstallingandBracingItscommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. . 1148 o Q 0 For 4 x 2 orientation, locate plates I/8" from outside edge of otrussandverticalweb, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401 1 continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 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. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR O ca"02-RECUL p 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N 19! 0 . MiTeko MYORO+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 o 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. 1993 Mitek Holdings, Inc. Job russ truss type JUNAIDIE BUDIMAN PE 945161 ty Ply A DR2289A FF19 16472 Segovia Cir. N. 1FLOOR 2 12177534 Pembroke Pines, FI 33331.4627. optional) A U• A-TH, LONGWO-OD-,-F[-,-MiTek Industries, Inc. 1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 :1 age 1 3-11-10 7-9-9 11-7-7 15-5-6 19-5-0 3-1 1-10 3-9-14 3-9-14 3-9-14 3-1 1-10 Scale - 1:33. 7x8 = 5x6 - 4x6 - 2x4 II 4x8 - 3x4 II 1 2 3 4 5 6 11 10 9 8 3x4 II 7x8 - 2x4 11 5x6 - 2x4 II 4x6 - 3-11-10 7-9-9 11-7-7 1 5-5-6 19-5-0 3.1 1.10 3-9-14 3-9-14 3-9-14 3-1 1-10 Plate Offsets LOADING (psf) SPACING 2-0-0 CST DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.39 9-10 > 581 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) •0.54 9-10 >422 SCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(TL) 0.07 7 n/a BCDL 5.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 480 Weight: 172 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-5 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 *Except* 1.12 2 X 6 SYP No.2ND REACTIONS (lb/size) 12=1658/0-6-0, 7 = 1658/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD 1-12=-1441, 1-2=-4734, 2-3=-4734, 3-4=-7243, 4-5=-7189, 5-6=-468, 6-7=-260 BOT CHORD 11-12=504, 10-11 =7243, 9-10=7243, 8-9=4810, 7-8=4810 WEBS 1-11 =4390, 2-11 =-298, 3-11=-2601, 3-10=296, 4-9=-389, 5-9=2473, 5.8=198, 5-7=•4500 5-4) 11 This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. 4) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 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) C) i D Vert: 1-6=-100.0, 7-12=-74.2 •''' lF/a j No. 4.5161 STATE OF A% S NAL•• March 13,2002 AWARE NG - V*,Vy design parameters and READ 1VOTEs ON TB73 AND REVERSE SIDE BEFORE USE. sontonwe Design valid tot use only with MITek connectots. 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 tesponslblilty of building designer - not truss Eldesigner. 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 btbcdng 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 WWIHandlingInstallinqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Ir 7 0 0 For 4 x 2 orientation, locate plates 1/8" 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 18 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 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 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. 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 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 YDRO,A/R Job I russ russ I ype ty y A JUNAIDIE BUDIMAN PE #45161 12177535 DR2289A FG19 FLOOR 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) A AN- LOD, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2001 MiTelk Industries, Inc. Wed Mar 13 0 :51:20 2002 Page 1 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 II 4x8 - 2x4 11 5x12 II 17x8 = 2 3 4 5 6 7 Lj 13 12 11 10 9 15 3x6 II 7x8 - 2x4 11 4x6 - 7x8 - 7x8 - 3-4-0 6-6-4 9-8-8 12.10-12 16-1-0 __1.9-5-0 3-4-0 3-2.4 3.2.4 3-2-4 3-2-4 3-4-0 Plate Offsets ):[10:0-4-0,0-4-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.46 10-11 >495 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.63 10-11 >360 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 480 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-5 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D REACTIONS (lb/size) 14 = 1065/0-6.0, 8 = 1593/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD 1-14=-851, 1-2=-2577, 2-3=-2577, 3-4=-4771, 4-5=-4771, 5-6=-2924, 6-7=-2924, 7-8=-931 BOT CHORD 13-14=513, 12-13=4726, 11-12=4771, 10-11 =4750, 9-10=4750, 9-15=564, 8-15=564 WEBS 1-13=2160, 2-13=-220, 3-13=-2253, 3-12=296, 4.11 =-260, 5-11 =21, 5-10=178, 5-9=-1907, 6-9 =-239, 7-9 = 2464 5-41 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) 564.0Ib 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 UA9'tConcentratedLoads (lb) Vert: 15=-564.0 \ IFI -C+r No. 4 5161 t0 :• STATE OF S QNAL • " March 13,2002 A WARNING - Verify 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 loaded vertically. Applicability of design parameters and proper Incotporatlon 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 erectot. 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, DSB-89 Bracing Specification, and HIB-91 NNTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, $83 D'Onofrb Drive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION. 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS u c o WEBS JS 0 0 cc U U ', ; ' ; 0 O a ca cr ca O 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 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 TM PANEL CLIP FORM018.019 GAAM-wuL ® NYDRD,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 joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, site and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ russ I ype JUNAIDIE BUDIMAN PE #45161 ty y ORTON 22$9 A DR2289A FG23 16472 Segovia Cir. N. FLOOR 1 1 12177536 Pembroke Pines, FI 33331-4627. optional) ArCU-SPAIT-TIT-ED-MGMIDD, FL, MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1: 1 2002 Fa-ge-i- 23-1-0 23-1-0 Scala - 1:38.4 5x6 - 1 2 3 4 5 6 7 8 9 10 11 12 13 v 5x6 - 23-1-0 23-1.0 Plate Offsets ( ): 1 LOADING (psf) SPACING 1-4.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TIC0.04 Vert(LL) n/a n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 14 n/a BCDL 5.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 480 Weight: 84 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 6 SYP No.2ND 'Except' 13-14 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 26 = 51 /23-1-0, 14 = 30/23-1-0, 19=143/23.1.0, 25 = 153/23-1-0, 24 = 145/23-1-0, 23 = 147/23-1-0, 22=145/23-1-0, 21 = 151 /23-1.0, 20=146/23-1-0, 18 = 148/23-1-0, 17 = 145/23-1-0, 16 = 153/23-1-0, 15 = 107123-1-0 FORCES ( lb) - First Load Case Only TOP CHORD 1-26=-50, 1-2=-1, 2-3=-1, 3-4=-1, 4-5=-1, 5-6=-1, 6-7=-1, 7-8=-12, 8-9=-12, 9-10=-12, 10- 11=-12, 11-12=-12, 12-13=-12, 13-14=-22 BOT CHORD 25-26=1, 24-25=1, 23.24=1, 22-23=1, 21-22=1, 20-21 =1, 19-20=12, 18-19=12, 17-18=12, 16- 17=12, 15-16=12, 14-15=12 WEBS 2.25=-134, 3-24=-133, 4-23=-134, 5-22=-132, 6-21 =•138, 7-20=-133, 8-19=-129, 9.18=-135, 10- 17=-132, 11-16=-139, 12-15=-103 8- 7) 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 M1120 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. \9iG 8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 17 LOAD CASE(S) Standard I" No. 4 5161 STATE OF V It March 13,2002 A WARNJNO Ver(fy design and READ NOTES ON THIs AND RE VERSE srDL BEFORE usE. eiiiis e parameter* Design valid lot use only with MITek connectots. This design Is based only upon patameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design patametets and ptoper Incotpotatbn of component is tesponslblllty of building deslgnet - not Russ El deslgnet. Btocing shown Is lot lateral support of Individual web members only. Additional temporary btocing to Insure stability duting conshuctlan Is the tesponslblllty of the erector. Additional petmonent bricking of the overall structure Is the tesponslblllty of the bullding deslgnet. Fot genetal guidance regarding tabrlaatlan, quality control, stotage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIR-91 NNTek® HandlingInstallingandBracingRecommendationavailableftomTrussPlateInstitute, 583 D'Onoftla Dtive, Madison, WI63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property A„ 'A J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a at joint locations. truss and vertical web, a 4. Unless otherwise noted, locate chord splices I/ 4C, o at panel length(+ 6" from adjacent joint.) 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. For tabular plating formal refer to the MRek/Gang-Nall Joint/Plate Placement Chart. 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. 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. M MiTeko FORM019,019 IL-'O MYDRO,I!/R 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. Job I russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty Ply HORTON 2289 A 16472 Segovia Cir. N. 12177537 DR2289A FG23A FLOOR Pemhroke Pines, FI 33331-4627. 1 optional) ALA-U-SPAWTH, LONGWOOD, FL, MiTek Industries, Inc. 4. s ug Inc. Wed Mar 1 age 1 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 11-5-8 15-2-12 19-0-0 22-1 1-0 3-11-0 3.9-4 3-9-4 3-9-4 3-9-4 3-11-0 Plate Offsets[10:0-4-0,0-4-81 LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) 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) 1 st LC LL Min I/defl = 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 11 This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 757.01b down at 18.8-0 on bottom chord. pp Design for unspecified connection(s) is delegated to the building designer. `Di 13 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. .......... F/e LOAD CASE(S) Standard '• G' • : 1) Floor: Lumber Increase = 1.00, Plate Increase = 1.00 tUniformLoads (plf) .4•J SyVert: 1-7=-100.0, 8-14=-10.0 Concentrated Loads 57. Ow .rAVert: 15=-77.0 ejE OFt. - A0RI0., 0NAL March 13,2002 A WARMNO - Ver(%y design and READ NOTES oN mrs AND RzvzRSE S(DE BEFORE USE. parameters 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 br)jcing 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-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Wek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and sec urely seat. 17-71 o 0 For 4 x 2 orientation, locate 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 ATTHE LOWESTJOINT MITek/Gang-Nail 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 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 O 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. TM PANEL CLIP 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 stocks 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 MMRO,A/R Job I russ russ lype JUNAIDIE BUDIMAN PE iJ45161 ty y A 12177538 DR2289A J ROOF TRUSS 16472 Segovia Cir. N. 6 1 Pembroke Pines, FI 33331-4627. optional) A -OD, FL, MiTekIndustries, Inc. 4.201 SRI s ug InInniI e n ,-qtreg Inc. Wed Mar 13 08-51:23 2002 Page 1 1-0-0 7-0-0 1-0-0 7-0-0 3 Scale 1:19. 6.00 rTT 2 T 4 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) 0.28 1.2 >53 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/dell = 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 Harz 2 = 291(load case 5) Max Uplift 3=-305(Ioad case 5), 2=-167(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 34, 2-3 = 88 BOT CHORD 2-4=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 Ib uplift at joint 3 and 167 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASEIS) Standard 811p 01 l No. 4 5161 bb r* V _ • 4C 0 :. STATE OF r S tV SOJVAL March 13,2002 AWARMNO - Ver{%y desrign parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Wek® Handling lnstallinq and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 0110- t3/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property hall 1/8 J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 Q 2. Cut members to bear tightly against each other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 5 0 Q joint and embed fully. Avoid knots and wane plates from outside edge of a o_ V at joint locations. truss andd vertical web. a 4. Unless otherwise noted, locate chords licesP ca C, u o at I/4 panel length(+ 6" from 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. 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. 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® TM PANEL CLIP FORM018,01 G 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 iruss type JUNAIDIE BUDIMAN PE p45161 ty ly N A 12177539 DR2289A K ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627. optional) A=79PANJL, I e Industries, Inc. 4.201 SR1 s Aug 20 2001 Mt ek Industries, Inc. Wed Mar 1 1: 4 2002 Page 1 1-0-0 5-0-0 1-0-0 5-0.0 3 Scale = t:,a.s 6.00 rii'£ 2 t 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 0.44 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.09 1-2 >157 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 18 Ib 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 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 165/Mechanical, 2 = 327/0-4-0, 4 = 48/Mechanical Max Horz 2 = 212(load case 5) Max Uplift3=-2150oad case 5), 2=-151(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 3 and 151 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard Xp,E BUD NO, 4 5161 STATE OF ° sS/t o toa ANAL March 13,2002 AWARMNO - Verify 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 lot lateral support of Individual web membets 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 OualBy Standard, DSB-89 Bracing SpecHkatlon, and HIB-91 NNTek® atlon available from Trust ate Institute, 583 D'Onofrla Drive, Madison, W153719. Handling Installinq and Bracing RocommorWPlate Symbols PLATE LOCATION AND ORIENTATION 1'i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. L„ o 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. 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 FARTHESTTO 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 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke O NYDRO,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 o at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, nTM erection and installation of trusses. NE © 1993 Mitek Holdings, Inc. o russ russ ype JUNAIDIE BUDIMAN PE #45161 ty ly A 12177540 DR2289A KA 16472 Segovia Cir. N. ROOF TRUSS 1 1 Pembroke Pines, FI 33331-4627. optional) A -OD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar age 1 5-0-0 5-0-0 2 Scale 1:14.7 6.00 FfT l 3 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 0.40 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 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 (Ib/size) 1 = 224/0-4-0, 2 = 177/Mechanical, 3 = 48/Mechanical Max Harz 1 = 199(load case 5) Max Uplift =-89(load case 5), 2=-218(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 66 BOT CHORD 1-3=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 1 and 218 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard E 13cXp' 0': STATE OF ss/"o. 96 01VAL March 13,2002 AWARWNO - VerM design parameters and READ NOTES ONTBIS AND REVERSE SIDE BEFORE USE. ® Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual bullding component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is tesponslblllty 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 tesponslblllty of the erector. Additional permanent bt1scing 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 NIB-91 NFiTek® Handling Installlna PlandBracingRecommendationavailablefromTruss ate Institute. 683 D'Onofrlo Drive, Madison, WI33719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securelyseat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. u a 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o J_ 3 ,, 0 Q O joint and embed fully. Avoid knots and wane plates/a" from outside edge of U a V at joint locations, truss and vertical web. a o 4. Unless splices at Iotherwise noted, locate chord length(+ 6" from paneladjacent joint.) 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. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/ Gang-NallJolnt/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 1 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® 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. FOR M018,019 MMRO,A/R 0 Job I russ russ ype JUNAIDIE BUDIMAN PE 1145161 ty y N A 12177541 DR2289A L ROOF TRUSS 16472 Segovia Cit. N. 3 1 Pembroke Pines, FI 33331-4627. optional) A AN -OD, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:26 2002 Page 1 1-0-0 3-0-0 1-0-0 3-0-0 3 Scale = 1:9.9 6.00 FTY 2 1 4 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CS I DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.12 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.02 1-2 >936 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min Well = 360 Weight: 11 Ib 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=242/04-0, 4=28/Mechanical Max Horz 2 = 133(load case 5) Max Uplift3=-123(load case 5), 2=-142(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 5-4) 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard F CD No. 4 5161 V w 4c 0 :• STATE OF ° s'•JoRtoa S ONA1. March 13,2002 A WARNING - VerVy design parameters and READ NOTES ON THIS AND RE VERSE 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 tot 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, qualify control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 683 D'Onoftlo 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. T 0 Q' b'* For 0 4 x 2 orientation, locate 0 plates 1/8" 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 Jt 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 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. 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 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. 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 HYDRO,AIIRO Job I russ ruSS I Ype JUNAIDIE BUDIMAN PE #45161 ty ly 12177542 DR2289A LA ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) ACCU-SPAN-TA,-MNGWOOD, FL, MiTek Industries, Inc. 4.201 1 s Aug ZU ZUU1 MiTek Industries, Inc. Wed Mar 1 1: age 1 3-0-0 3-0-0 2 Scale = 1:9.9 6.00 j1F 1 3 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.13 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 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS (lb/size) 1 = 130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical Max Horz 1 = 120(load case 5) Max Uplift =-50(load case 5), 2=-129(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 1 and 129 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 9 E.Bc rQ STATE t<sS`[ O. IOA'!' ANAL March 13,2002 A WARNING - Verj%y destiyn p...terts and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid tot use only with MITek connectors. This design is based only upon patametets shown, and is tot an Individual building component to be installed and loaded vetticolly. Applicability of design patametets and proper Incoipoiallon of component is responsibility of building deslgnei - not truss designet. Bracing shown is tot bteial support of Individual web members only. Additional tempoioty biacing to Insure stability duting construction is the tesponslblilty of the etectot. Additional peimonent bracing of the overall shuctute is the tesponslbBlty of the building designer. Fol general guidance tegaiding tobticatbn, quality control, stotage, delivery, election and biocing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 ® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 593 D'Onoftlo Dilve, Madison, Wl53719. Welk 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. All For 4 x 2 orientation, locate plates 1/8' from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS c2 c3 O WEBS J5 cc 0 0 Cr U u 9 ; J+ ; O O a U ca cr cb O 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 te 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! MiTeko TM PANEL CLIP FORM016,019 HYDRO,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 joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I russ I russ I ype ty y N A JUNAIDIE BUDIMAN PE JJ45161 12177543 DR2289A M ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627. optional) L, MiTek Industries, Inc. 4-72U1 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1: age 1 1-0-0 1-0-0 1-0-0 1-0-0 3 Scale 1:5.7 6.00 rf'F 2 4 1 2x4 - 1-0-0i 1-0-0 LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-1 1 /Mechanical, 2= 1 73/0-4-0, 4= 1 O/Mechanical Max Horz 2 = 71(load case 4) Max Uplift3=-31(load case 5), 2=-150(load case 4) Max Grav 3 = 31(load case 4), 2 = 1 73(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 5-41 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7.98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 150 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASEIS) Standard No, 4 5161 STATE OF ZORtO'' S- ANAL March 13,2002 A WARNING - VerVy deriyn 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 deslgnet - 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 GST-88 Quality Standard, OSS-89 Bracing SpecRlcation, and HIS-91 WWIHandlingInstallingandBracingRecommonclallonavailablefromTrussPlateInstitute, 583 D'Onofrla Drive, Madison, Wl5371 V. 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 0 For 4 x 2 orientation, locate plates 1/8" 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 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 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. MiTek® 0 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 o 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. 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 HYDRO -AIR i Job russ Truss type JUNAIDIE BUDIMAN PE #45161 ty y HORTON 2289 A 12177544 DR2289A MA 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 optional) A A-TP, LONGWOOD, FL, MiTek Industries, Inc. 4. 1 1 s Aug 70 7001 MiTek Industries, Inc. Wed Mar 1 1: age 1 r 1.0-0 1-0-0 6 00 r1T 2 Scale 1:5.7 1 ro O 3 2x4 = 1-0-0 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 0.02 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 2 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SyP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=45/0-4-0, 2 = 35/Mechanical, 3=10/Mechanical Max Horz 1=42(load case 5) Max Uplift =-16(load case 5), 2=-45(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 14 BOT CHORD 1-3=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 1 and 45 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard pE B/Q t No. 4.5161 y 0':• STATE OF OR1R.— ss NAL March 13,2002 AWARMNO - v rVy design pa an eters and READ Namrs ON THIS AND REVERSE srDL BEFORN US& sionsion® 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 patameters and proper Incorporation of component h iesponslblllty of building designer - not truss M1designer. 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 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, DSB-89 Bracing Specification, and HIB-91 NFiTek® Handling Instollinq and Bracing Recommendation available from Truss Plate Institute. 683 D'Onolrlo Drive, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. T Cz 7 2. Cut members to bear tightly against each other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 Q joint and embed fully. Avoid knots and wane plates I/8" from outside edge of a V,., U at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices ce Cl o at /4 panel length(+ 6" from adjacent joint,) 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. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® O NMRO-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, TM erection and installation of trusses. PANEL LIP ©1993 Mitek Holdings, Inc. C Job I russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty ly ORTON 2289 A 12177545 DR2289A MT MONO TRUSS 16472 Segovia Cir. N. 10 1 Pembroke Pines, FI 33331-4627. optional) U- A -OD, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, nc. Wed Mar 13 075-1--3U=age 1 1-0-0 2-6-0 1-0-0 2-6-0 2x4 II Scale = 1:8. 3 6.00 j T£ 2 C - —X 2x4 - 4 X1 2x4 2-6-0 2-6-0 LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz TL) 0.00 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=191/0-1-8, 4=108/0-1-8 Max Horz 2 = 139(load case 4) Max Uplift 2 = - 1 28(load case 4), 4=-94(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=0, 3-4=-85 BOT CHORD 2-4=0 6-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 94 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard +`yt1 13 i'-• mot', No, 45161 y STATE OF oL R Isson0iL March 13,2002 QwARMNG - Veryy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MI1ek connectors. This design Is based only upon parameters shown, and is tot 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 No! designer. Bracing shown is for lateral support of Individual web members only. Additional temporaty bracing to Insure stability during construction Is the tesponslblllty 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, DSB-89 Bracing Specification, and HIS-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrb Drive, Madison, Wl53719. NFiTek® Symbols PLATE LOCATION AND ORIENTATION t )/, * 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 X plates I/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 MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® p AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each 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. 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 aA"o-NAa 0 NiDRO AIR® Job I russ Iruss type JUNAIDIE BUDIMAN PE p45161 ty y N A 12177546 s DR2289A S ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines, FI 33331-4627. optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1: 1 2002 Fa—g—e—i-- 1-5-0 5-2-5 9-10-13 1-5-0 5-2-5 4-8-7 4 scale - .2 4.24 FIT 3x4 3 2 1 7 6 5 2x4 II 3x4 - 2x4 = 5-2-5 9-10.13 5-2-5 4-8-7 LOADING (psf) SPACING 2-0-0 CST DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6.7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/dell = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=312/0-1-8, 2 = 523/0-5-11, 5=430/Mechanical Max Horz 2=368(load case 2) Max Uplift4 = -363(load case 5), 2=-283(load case 2), 5=-206(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=35, 2-3=-943, 3-4=76 BOT CHORD 2-7=865, 6-7=865, 5-6=0 WEBS 3.7=166, 3-6=-942 6-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 4, 283 lb uplift at joint 2 and 206 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. Qr f^ LOAD CASE(S) Standard `V.E 13 1) Regular: Lumber Increase=1.33, Plate Increase= 1 A33 _..•••., Uniform Loads (plf) , •`Q1 Chi ., y Vert: 1-2=-74.0 • Trapezoidal Loads (plf) I' t Vert: 2=-4.4-to-4=-183.1, 2=0.0-to-5=49.5 * J No.4 j161 STATE OF ° A% ass%nia March 13,2002 A WARNING - Ver{fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 10DesignvalidtotuseonlywithMITekconnectots. 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 Incoipotatlon of component is tesponslblllfy of building deslgner - not (russ cieslgnet. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during conshuctlon is the responslblllfy of the erector. Additional permanent bNcing of the ovetall structure is the tesponslbllity of the bulWing deslgnet. Foi general guidance regaiding fabrloatlon, quality control, storage, delivery, erection and btacing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB•91 Welk" Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onoftlo Drive. Madison, WI63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachaQ other. J53. Place plates on each face of truss at each oFor4x2orientation, locate U , QX joint and embed fully. Avoid knots and wane plates I/8" from outside edge of a o at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP I14oat panel length(+ 6" from 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. 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 4011, 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® 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. FOOM016,019 r NYDRD-A/R A , , FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2289 Builder: DR HORTON Adq ess:24o6 Cly C2 , Permitting Office: City, State:`c.-F<;,ez,, FL Permit Number: Owner: %, Q . "4DQT0N Jurisdiction Number: Climate Zone: Central 1. 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 1 _ SEER: 12.00 _ 4. Number of Bedrooms 5 _ b. N/A 5. Is this a wont case? Yes 6. Conditioned floor area (112) 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/other SHGC - single pane 0.0 ft2 _ HSPF: 7.90 _ d. Tint/other SHGC - double pane 0.0 W b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A b. Raised Wood, -Adjacent R=11.0, 320.0ft2 c. N/A 14. Hot 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=11.0, 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: p•e DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 4 Review of the plans and 1 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: WE EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = 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 EnergyGauge®/FIaRES'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 EnergyGaugeTm DCA Form 600A-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details J -ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = 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: i 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 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio r 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 15199 4828 13118 33145 PASS yo4 THE ST9T. o C7 rrii -s rdr r` p vC[, a 1 a EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I -ADDRESS:... PERMIT #: I 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 areas .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 I 606.1.ABC.1.2.5 LAIr 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. RA.99 [1THFR PRFgrDIPTIVC MCAQ1IDCC /.r. 4 tie -6 — ^--- ^A .4 t. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements In Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 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 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 EnergyGauge®/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. I . New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit 3. Number of units, if multi -family 1 4. Number of Bedrooms 5 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 2284 ft' c. N/A 7. Glass area & type a. Clear - single pane 259.0 ft' 13. Heating systems b. Clear - double pane 0.0 ft' a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft' d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft c. N/A b. Raised Wood,.Adjacent R=11.0, 320.0ft' c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int jnsul, Exterior R=3.0, 835.0 ft' b. Frame, Wood, Exterior R=11.0, 876.0 ft' b. N/A c. Frame, Wood, Adjacent R=11.0, 330.0 ft' 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 ft' 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, II. 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: y6FM Date: -Z Address of New Home: 2; (b l 'I F'S Q City/FL Zip:L 3 Cap: 48.0 kBtu/hr _ SEER: 12.00 Cap: 48.0 kBtu/Itr _ HSPF: 7.90 Cap: 50.0 gallons _ EF: 0.86 PT, 04TxEs .4 IV • a =, 0 oo WE ° NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTudesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you 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 32748.8208 Phone: (407) 831-2885 Proiect Information For: DR HORTON Notes: DR HORTON--MODEL 2289 Desicin Information Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 36319 Btuh Ventilation air 0 cfm 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 (ft3) 18742 18742 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 219 125 Heating Equipment Summary Make TRANE Trade Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb 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 8.0 HSPF Efficiency 10.0 EER Heating input Sensible cooling 32900 Btuh Heating output 0 Btuh @ 47°F Latent cooling 14100 Btuh Heating temp rise 0 OF Total cooling 47000 Btuh Actual heating fan 1600 cfm Actual cooling fan 1600 cfm Heating air flow factor 0.044 cfm/Btuh Cooling air flow factor 0.053 cfm/Btuh Space thermostat Load sensible heat ratio 81 Bold/ltallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr1ghtsoft Right-sulte Residential^' 5.0.84 RSR28018 ACCA E:1FIles\DR HORTON 2002%2289\2289.rsr 2002-Mar-01 08:28:50 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) 831-2885 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 x219 cfm x 32 OF Winter TD = 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ft2 Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18742 W x 0.0167 = 125 cfm 2. Summer infiltration load 1.1 x 125 cfm x 18 OF Summer TD = 2479 Btuh 3. Summer infiltration HTM 2479 Btuh / 297 ft2 Total window = 8.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 125 cfm = 3692 Btuh rroceaure u - equipment sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF 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/Ib 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: i 0 Bold4tallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCK E:\Files\DR HORTON 2002\2289\2289.rsr Page 1 RIGHT-J WORKSHEET r 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: tin La. 1 Name of room Entire House MBTH WIC MBR 2 Length of exposed wall 274.5 It 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 It 4 Ceiings Condit. Option 8.2 ftl heat/cool d 8.0 ft heat/cool 8.0 I'll heaVcool 8.0 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg CIg ft') Htg Clg W) Htg I Clg ft2) Htg Gg ft') Htg I 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 f 0.0 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 d0.0 0 0 0 0 0 0 0 0 Is 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 165exposedb12C2.9 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 161 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 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 297 7712 24791 7 182 58 01 0 01 32 831 267 13 Subtotal loss=6+8..+11+12 33017 1664 923 2745 Less external heating 0 0 0 0 14 Less transfer Duct loss 10°/ 0 3302 10% 0 166 109' 0 92 10°/ 0 275 15 Total loss = 13+14 36319 1830 1015 3020 16 Int. gains: People Q 300 7 2100 0 0 0 0 1 300Appl. ® 1200 2 1800 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 27691 754 214 2473 Less external cooling 0 0 0 0 18 Less transfer Duct gain 10°/ 0 2769 10°/ 0 75 10°/ 0 21 10 / 0 24719TotalRSHgain=(17+18)'PLF 1.00 30460 1.00 830 1.00 221 1.10 224720Airrequired720cfm) 1600 1600 81 44 45 12 133 143 Printout certified by ACCA to meet all requirements of Manual J 7th Ed w GjHtT--c>, t Right -Suite Residential 5.0.64 RSR26018 2002-Mar-01 08:28:50ACCAE:Tiles\DR HORTON 2002\2289\2289.rsr Page 1 RIGHT-J WORKSHEET Entire House a DEL AIR HEATING,AIR CONDITIONING,R .lob: 2289 9.22.00 109 COMMERCE STREET. LAKE MARY- FL 3274M208 Phone: (407) 831-2665 MANUAL J: rtn to. 1 Name of room UTIL 112 BTH FAM KIT 2 Length of exposed wall 9.0 ft 5.0 ft 31.0 ft 9.0 ft 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 ft 4 Ceiings Condit. Option 8.0 ft heatt000l 8.0 ft heattcool 9.0 ft heat/000l 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 Clg ft°) Htg I Clg ft2) Htg Clg 1`12) Htg 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 f 0.0 0.0 0 I 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 E/W 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 0isdispl. 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 26.01 8.3 01 0 01 18 4671 150 531 1376 4421 10 2601 83 13 Subtotal loss=6+8..+11+12 460 1063 5806 1546 Less external heating 0 0 0 0 Less transfer 0 0 0 014Ductloss10° 46 10° 106 109' 581 100/ 155 15 Total loss = 13+14 506 1169 6386 1700 16 Int. gains: People Q 300 0 0 0 0 4 1200 0 0 Appl. Q 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 0 0 0 Less transfer 0 0 0 018Ductgain10°C 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 75 121 Printout certified by ACCA to meet all requirements of Manual J 7th Ed Right -Suite Residential^' 5.0.64 RSR26016 2002-Mar-01 08:28:504'--C-N E:1FIIesMR HORTON 2002t2289\2289.rsr Page 2 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: /tn La. 1 Name of room DIN/LN/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 ft 6.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft heat/000l 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 Cig ft') Htg Cig ft') Htg Cig ft') Htg I Clg ft') Htg Cig 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 0 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 77 2846 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 If 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 0CoolingE/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 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 01 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 0f0.0 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 240b0.0 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 0f0.0 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 0Note: 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 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forstaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) If 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 8101 16 4151 134 161 415 134 0 0 0 13 Subtotal loss=6+8..+11+12 9473 2012 1807 3t0 Less external heating 0 0 0 0Lesstransfer000014Ductloss10 / 940 10% 201 10°/ 181 10°/ 3115Totalloss = 13+14 10420 2213 1988 341 16 Int. gains: People Q 300 1 300 p 0 0 0 0 0Appl. ® 1200 0 0 0 0 0 I 0 0 017SubtotRSHgain=7+8..+12+16 6927 1890 1739 326Lessexternalcooling0000 18 Less transfer Duct gain 10°/ 0 693 10°/ 0 189 10°/ 0 174 10°/ 0 3319TotalRSHgain=(17+18)'PLF 1.00 7620 1.00 2079 1.00 1913 1.00 35920Airrequired (cfm) 459 400 I 98 109 I L_ 881 1001 15 19 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wr j"tsOft Right -Suite ResidentialD1 5.0.64 RSR26016 2002-Mar-01 08:28:50ACC-N E:tFilesZR HORTON 2002t228912289.rsr Page 3 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET. LAKE MARY. FL 32748.6206 Phone: (407) 831-2665 MANUAL J: /m to. 1 Name of room LOFTBR5 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 ftfheat/000l 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg Clg W) Htg 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 f 0.0 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 0 d 0.0 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 SEISW 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 8 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 0 121 Infiltration a 1 26.0 8.3 161 415 1341 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 OA 346 o 15 Total loss = 13+14 1925 3804 16 Int. gains: People Q 300 1 300 0 0 Appl. ® 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 I 19 Total RSH gain=(17+18)'PLF 1.00 1565 1.00 3353 20 Air required (cfm) 85 82 168 176 Printout certified by ACCA to meet al( requirements of Manual J 7th Ed Right -Suite Residential* 5.0.64 RSR26016 2002-Mar-01 08:28:50ACC.P. E:tFiles\DR HORTON 2002t228912289.rsr Page 4 RIGHT-J WINDOW DATA C DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY. FL 3274"206 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 WL« 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 1 b n a 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/LIWFOY 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 wrighltsoft Right -suite Residential^' 5.0.64 RSR26016 2002-Mar-01 08:28:50 XCA E:tFiles\DR HORTON 2002t2289t2289.rsr Page 1 BR4 a n w b c n 0 d 1 T 90 1.0 1.0 4.0 5.0 54.4 32.0 0.0 wrightsoft RlghtSulte ResldentialT 5.0.64 RSR26016 2002•Mar-01 08:28:50 A,(;, E:\Files\DR HORTON 2002\2289\2289.rsr Page 2 vovER a v00as cD a to rtm 16 r eo h d.ct WASit9 o r f coo 83MRDOr fo F• - Rns S• ar.•wn r I I.cd 12.6 I.cd 45 1.5 ii 8"N 1.cd it t0 8.4 l.cd 25 t0 a m 4' cl y— Oust ••• r1 to rpo! Cup l 42X42 A/C SLAB BY BLDR MIN 3' mtn 6-1 r — t• 2' FROM WALL .o/fanor cop L-__ oMt aw ro RosCARACe l.lo Yl RA Ydf •.. r w r 10 5 ar• i aY i7 W. faR do YAhMY m ROM 10.6 100 .ctlcicri•m t0.6 1. d 12.12 I.cd730 xole •1/8••ITI• I 12.12 rop I11011.N rop N fir 6. IO' NAIL 6' j T d 1 t0 lduct t ' co toroottap 20 a KITCHEN ron M GA 10.6 I.cd O 5• alp 4. 0 Iml V/I " l2"Ov 1PM 18. 16 pii,nI.cd 1 11 10.6 sdDn7r1plotrpby40114000 ____ J Wdr OPTIONAL 11 Ip an 5 11 GA 11 .r 6' 8, 0 I t6• Il n11VnfC I Ir lmor 6' r os 1i. 8 I.cd VI C 200 u. 0 r.Q 16' ohu J. G .+ a.m os 16• 12. 6 I.cd 1 ROOM I7g 20D Y 3 = 1 1 1 z 0 o 0 0 ON OJ N co llJ Q' 0.1 f 0i Q4 --1 Rating z o Nm U- Q iL z m 1- Q Q s 13-4-0 BRG. IN ENTRY L 9-4-0 omc ALL BEARING WALLS TO BE PLACED J. L 1 PLY HGR. i C TI C E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I PRIOR TO SETTING TRUSSES.. I . L 2 PLY HGR. 'ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI I L— - - — - WALLS SHOWN ARE TO BE BEARING.. I d 3 PLY HGR. SIGNED APPROVAL- X qQB NUMBER: DR2289B DATE: 7-29-02 PITCH: LOAD:SH_INGLES CCU SPAT " CUSTOMER: D.R. HdRTON 6• H: IV' 407-321-1440 BY: T.H JOB NAME: 2289 "B" ELEV. BRG: BLOCK O I O I 0i omo T T T 2 3 I V) i O U 123 18-8-0 119 -- # w 00 119 I T19 -- ----o—=-=___ J T19 I T19 0 1ST FLOOR BRG. @ 8-0-0 x NOTE: PLACEMENT MAY VARYDUETOFIELDCONDITIONSA/C PLUMBING ECT. SEE INSTALLATION GUIDE 0 I 0 I cu 9-4— TRIM IT FLOOR SYSTEM I V64RNIN0: ALL BEARING WALLS TO BE PLACED 1 - - - - — - - _ L IUT FACE/MT 1CTICEI I REVIEW ALL SPAN DIMINSIONS--BRG. WALLS 1IPRIORTOSETTINGTRUSSES.. , d MIT TOP/MT ;ENGINEERED DRAWINGS--LOADING--PITCH AND OVERHANGSWALLSSHOWNARETOBEBEARING._ I d SPC SIGNED APPROVAL X CCU SPAN JOB NUMBER: DR22891k DATE: 7-2-01 407-321-144 CUSTOMER: D.R. HORTON e00-330-4008 BY:D JOB NAME: 2289 "f ELEV. o`4