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314 Clydesdale Cir - BR03-001524 (BAKERS CROSSING) (SFR) DOCUMENTSd PERMIT ADDRESS ` A viCSUBDIVISION • Y CONTRACTOR PERMIT # O DATE, D R. Horton n ADDRESS 6250 Hazeltine Nat'l Dr #102 PERMIT DESCRIPTION 1 Orlando, FL 32822 c 407)857-9.101 PERMIT VALUATION 4 CBC 055300 PHONE NUMBER SQUARE FOOTAGE 9 LA PROPERTY OWNER ADDRESS PHONE NUMBER - y E ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR 0 PLUMBING CONTRACTOR d MISCELLANEOUS CONTRACTOR = = PERMIT NUMBER FEE ' MISCELLANEOUS CONTRACTOR .. PERMIT NUMBER FEE I Permit 03- S ail CITY OF SANFORD,PERMIT APPLICATION Date: LA rAW Job -'Address: 31 Q C S Permit Type: Building Electrical Mechanical Plumbing _ Fire Alarc1JSpr1nkkr Description of Work: F Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service ( of AMPS Plumbing/Residential: Addition/Alteration Plumb ing/Commercial: Number of Fixtures New Construction (One Closet Plus Addi o I Number of Water It Sewer Drainage Lines Number of Gas Llncs Occupancy Type: Residential _Commercial _Industrial Total Sq Ftg: Z T f C nstruction• b1 K Flood Zone: Number of Stories: Value of work: S Number of Dwelling Units: pU ype o 0 Attach Proof of Ownership dt Legal Description) Parcel No.: Owner/Address/Phone: P250 Q-F1N y tJP T On i tQ@- nN U t-l_ 32 Z2 Contractor/Address/Phone:RC-A i35 _ q 10 NIfCL1AoL,0 State Licenso Number: Cer-055' 7Q 0 io') Phone & Fax Number. l01 q 4Z213 Contact Person: - Tide Holder (If other than Owner): N Address: Bonding: Company: NX Address: Mortgage Lender: Address: Phone No.: 4 A. rchitect/Engineer A` " Q - Address: a NsR 34 S Fax No.: 404 (154 - 4 0Y-43 Application is hereby trade 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 inthisjurisdiction. 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 FOP, RAPROVEMENi'S 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 addidowd permits required from other go%t-mmental cntitics such as water management districts, state agencies, or federal agencies. Accep of permit ' verification that I will notify the owner of the pr"&V operty of the requirements of Florida Lien Law, FS 713. Signature of Owne gent Date Signature of Contractor Agent Date rt C u sun d Print er/Agent's a Print Co ctor/Agent' N Si ture of NotafylWof Florida Date Signature of Notary -State of Flo da Date jis MPersonalUlyKnown OFFICIAL A PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA NRIDACOMMISSIONNO. DD134330 330MY COMMISSION ULY 26 EXP. 26 Owner/ AgePersonally Known to Me or Contractor/Agent is Personally Kno%%m to Me or Produced ID Produced ID APPLICATION APPROVED BY: G Date: 41 4-3 Special Conditions: CITY OF SANFORD BUILDING DIVISIONORRESIDENTIALBUII.DING PERMITSUBMITTALgEQU)tEMENTS I. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2 Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: er sizes ment barfrcplacemcntfill g was. Provide side view details a, Foundation plan indicating foot of these footers with rein b. Floor plan indicating interior wall partitions and room identlflcatlon, room dimensions, dindoor, window, s decks and stairs. Bathroomr opening sfizturm andoke detector, loention( s), g distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floorelevationheightasperCityEngineeringDepartmentorsubdivision plat. ons to be used In the structure. Bearing d, Cross sections of all wall secti non-bearing inter and exterior•. Show all components of wall section. C. Framing plan for floor joists where conventionally framed. Plan to Indicatespan, size and species of materials to be used. f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. 9. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of hnndralls and guardrails. h, Square footage table showing footages. Garages/ Carports =-S.F. Porch( s)/Entry(s) S.F. Patio( s) 1 S.F. 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. S. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6, Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNEWBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanlcnl and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beadbs - columns- cells 6. Rough electrical 7. Rough mechanical S. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15, Other DATE SIGNATURE V Awlo- By Owner or Authorize Agent) COUNTY [/F C[MINUL[ ' IMPACT FEE STATEMENT ISSi|[D DY CITY OF SANrORD STATEMENT HUMBER 103-75359 DATE: BUILDING P[RMIT NUMBE CITY) COUNTY NUMBER: __________ UNIT ADDRESS: TRAFFIC ZONE: JUKICDICTION: SEC: TWP: ____ RNG: _ PORCEL: SUBDIVISION:: _'~ /_8^\ TRACT: ~ PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWN[R NAM[: T----'-\--7---`------------'------'-'—'' ADDRESS: \__c]bh'_e_=__ /___\`__-}7`_-______________--- APPLICANT NAME: ..................... _.................... ADDRESS,. - LAND USE CATEGORY: 001 - Single Family Detached House 7YP[ US[: Resideniial WORK DESCRIPTION: Single Family House: Detached - Construction E BEKEFIT RATE FEE UNIT RATE PER 0 & TYPE TOTAL D|C-: TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIDRARY CO -WIDE O dwl unit $ 54.00 1 $ 51.00 5C6OOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,304.0'> AMOUNT DUE 2,285.00 TATEMEHT ' RECFIVE9 BY: \^'__ '``` SI3N TURE: PLEASE PRINT HAME) NOTE TO TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OHN[K AND ENSURE TIMELY PAYMENT MAY RESULT IN YO]R LIABILITY FOR THE FEE. Q%.f DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOT[*)X PEkSOHS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH APE DLE AND PAYABLE PRIOR TO IEEUAN[E OF A BUILDING P[X}|Ir. P[kS(.)HS ARE ALSO ADVISED THAT ANY RIGHTS OF THE AsPLICANT, OR Own[k, TO APPEAL TFE CALCULATIONS OF THE ROAD, LIBRARY 3YSTFi1 AH0/UR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FIilN(-; A WRI7TEN KECLEST Wl7HIN 45 CALENDAR DAYS OF T|`E REC[IVIUG SIGHA[URE. DATE ABOVE, BUT NOT LATER THIN CERTIFICATE OF OICUPANOY UK OCCUPANCY. TEE RECLEST FOR REVIEW |^.UST MEET THE REOUIREOENTS O!/ llW:: IAxx1;// //vvcvu~NcN/ UyyM. COPIES ur ME ^u"um uu,cw^I°o ^rrwn-', MAY BE PICKED UP, OR RECUESTED, FROM THE PLAN IVPLEMENTATInN OFFIC[ 1101 [AST FIRST STREET, SAWFO]D, FLUklDA 32771; M7) 665-7474. \ PAYIENT SHOULD BE MADE TO: CITY OF SAXFORD ) \ DUILD7HS D[PARTM[NT - X30() NURll| PARK AVFHU1::: FL 32771 PAYMENT SHOULD PE BY CHECK OR MONEY ORDER, AND SHOULD RFF[RENC[ THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP UTT OF TH[ NOTIC[. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF AtI'*: T%=*********?*f*SINGLE FAMILY BUILDING I hea Limited Power Of Attorney name grid appoint: Craig Coulton and F4 jy 14_,( +on each agent's of D.R. Horton Inc. _ To be my lawful attorney in fact to act for me " and ply t The Buildinq Dept. of: C I to 0 LSV6 V- For a residential permit for work to be performed at: Lot # : z Z Subdivision: Address: 5I L CM sc a. G And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number ignature oef62o rn t r a c t o This foregoing instru7;o-5 nt was acknowledged before me this: Date: _ By: Richard B. Ladd ( Contractor ) Who is persona ly k own to me. O PATRICIA COUI.TON FLORIDAYPUBLICSIATEDD13433UNOTCOMMISSIONNO. LY 26 IvtY COMMISSIONP State Coun Notary Seal c;AP X P EEST C O r4T-RQ t— Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS a m e address, City/State/Zip Phone SC Email 0All M0MV Quarterly Payment Amount n>+= 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 & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED:Rx aT DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will Nvarrant 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 pay the cost of labor and materials not to exceed $1,000,000. 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 GOVT)Lv THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and ail applicable recommendations contained In literature provided by DowElanco: 1. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite balt and remove It from the Stations as appropriate; and 4. during those years, Inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may be maintained for the LIFETIME of the Identified property subject to the terms and conditions of this agreement for •I per quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the aren(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under the area(s) baited. At no time will damage caused to any portions) 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. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY., DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARR.AINTES OF iNIERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPA.PIY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. erstands -And Agrees It Is the ity f fill SE,ySITIVITY/PHYSICAL FACTORS: Customcu ands to consult a physician if necessary regardingllanyoAffecta hie Property treatment y or guests, and/or other temporary or permanent o p may have And (2)it Is their responsibity tonotifypee Illness, orIntotherconditionthatingnotlessthannmay)be Actvatedtor exacerbatedbatd by the products aentregardinggndor sensitivity concerning odors, dust, pollen,respiratory techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract an appiv without exception. C,OmPONENTS- The 1, DO\VELANCO OWNERSHIP Oon (Components) arela dyvis remain to property of DorvElan ou The Customerthits snohrights lto Anyofthe of the Sentrlcon "System ( p Components, andthePurchasermaynot alter, remove, or modify the components In any way, other than the right to their use as Installed byApexontheCustomer's premises under this agreement. of thisAgreement, Apex and L)owElanco or Its representative are authorized by the Customer to On expirationorterminationretrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3 If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System A. Apex will: nuin notify hrei ttonship( note-- Conventional the Customer; (2) offer "liqutdr the ibarrier" metheither of termite control mR different oay notrm ofofferFinnreffectiveenor - i discontinuing tng means of controlling certain termiteInfestations of certain structures. In such event Apex f the Customerable andoffer Apex (Parties) formof termite protection, and therefore may have to discontinue the relationship.); ( ) i 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 tothefeepaidforservicesnotyetreceived, and; (S)retricve, or advise Do vElanco'or Its representatives where to retrieve, the Components fromtheCustomer's premises; and b. the Customer ompone ts-, an(d (2 elther gree ex Andwith Ap xcon theo or suse of a different form of termite controll o ellect to d scontinueses for the athis representative reasonable Access to theprtheComponents-, , ( ) relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers theStntcture(s) Identified herein as of the date of the Initlal Installation. Prior to; (i)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soilisremovedoraddedaroundthefoundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex inwriting. 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. DAMAGE RELATED TO SERVICE Apex will exercise duecarewhileperforminganyworkhereunderInavoidance of damaging any part 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 damagesresultingfromgrossnegligenceonthepartofApex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the eventoffailuretomakepaymentwhendue, of any other default by Customer (1) Apex may Nvithout notice, terminate this Agreement and pursue allotheravailableremedies, which shall be cumulative, and (2) Interest shall accrue at cv, and (3) Customer agrees to pay allcostsandattorneysfeesIncurredbythehighestrateallowedbylawduringtheperiodofanydeiinquenApex, whether or not suit is brought. VENUE/ SEVERABILITY. Venue for any and all legalproceedingsshallbein Brevard County, Florida. If any part of this Agreement Is held to be Invalid or unenforceable for anyreason, the remaining terms and conditions of this Agreement shall remain in full force and 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. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restr ctlons, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)tcrmite damage resulting from masonry fallure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures for commerclat arbitration of the American Arbitration Assoclatlon or any successor organization, and In accordance with and subject to all the provisions of the Uniform Arbitration Act as In force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. The proceeding shall be governed by one arbitrator, and the iocatton of arbitration will be Brevard County, Florida at the offices of Apex or Its designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators will be final and conclusive, and binding on both parties. Customer agrees that any such arbitratlon shall be conducted on an Individual basis, and not a class wide basls. Apex shall recover all fees, costs, and attorneys fees assoclated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties and 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 be relieved of any 110111ty hereunder If Apex determines, In its sole discretion, that It Is unable to prevent or stop further damage to Property from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any ciatms under the terms of this Agreement must be made Immediately In writing to The Apex Corporate Office. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the Identified Propem, for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the Inspection was requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After this Initial 12 (hvelve) month period, Customer may transferorassignthisAgreementwitha51TQDtransferfeepayabletoApexwithin30thirty) days of the transfer of the Treated Property. Trndcmnrk of DowElaneo Brevard Area Orlando Area Tampa/ Sarasota Area 508 S Plumosa St: 7006 Stapolnt Ct. #G 5314 Fnulkenburg Rd N Merritt Island, FL 32952 Wintt:rpark, FL 32792Tampa, FL 33510 407-459-2847 407-858-0540 813-221- 2847 800-929-2847 888-764-2847 877-459- 2847 5-06-203 7 : 09AM F RUM Permit A : '/ Job Address: w,Ir..o"r...t . ..,rr„v+!rvr..r:r.,.,,. ..,,,u.•„ 7."........:........:........ CrrY OF SANFORD PERMIT APPLICATION Date'. S / Lo Dcscril)tion of Work: Pam(.° rf` l C C- j>U yprl pis{Ictl 7npigp: Yaluc o1 Work: S Permit Type; Building.__ Elccttical . V/ Mechanical Plumbing __ Firc SpnnWer/Alarm Pool Change of S—icc Temporary Pole Electrical: New Service - a of AMPS Addition/Alteration Mechanical: Residential _ Non.Residenm tialReplacement _—New (Duct Layout &Energy Gblc. Required) Plumbing/ New Commercial: # of Fixtuics # ot• Water & Sewer Lincs a of Gas I.ineS _.. _ Plumbirsoew Residential: k of Water Closets -. Plumbiag Repair - Residential or Commercial Occupancy Type: Residentiai V'- Commerciel Industrial __ Total Square Footage: _— Construction Type; _• # of Stories: a of Dwelling Unihi: Flood toot: . (FENSA form required for other than X) Parcel x: (Attach Proof of Ownership. Legal DieIcripoon) ( Owncra Name & Addresa: _ _ "C' SO ' r r ( 3 `(f Phone.70-" 9: 7 w Contractor me & Address:-ti.Lfi S .. t l r _ e— t Z% A - State License Numher E - i,U) 4— =_ y 4 4 _ Contra Person: (Y1CL C s Phone: ( - 3Z8 Pholtr & Fax: -"" • Bonding company- nddrea-- Nlortpage Lender. Address: ArchittcAngineer: Phone. Fax: Application is hereby made to obtain a permit lu do the work and installations as indicated. I certify that no wink or installanon has commenced prior to the issuanceorapermitandthatallworkwillbeperfnrmedtomedstandardsofalllawsregulatingconstructioninibisjurisdiction. I understand thul -e separate permitmustbesecuredforELECTRICALWORK, PLUMBING. SIGNS. WELLS. POOLS, FURNACES, BOILERS, HE/.TEKS, TANKS, and AIR CONDf TIONE R S, ctc. Q ER'S AFFIDAv IT: I certify that all of the foregoing information is accurwc and that all w%A gill be done in comp)xance with all applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMAN'r MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND T'O OBTAIN FINANCING, CONSULT WrITI YOUR LENDER OR AN ATTORNEY BEFORE RECCkDINO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition in she requirements of thin permit. there may he additional restrictions applicable to this property that fray be found in the public rccoeds of thiscounty, and there may be additional permits mquirod fmm other governmental canna soeh as water management distnetc, state tigcr,cics, Or fedent sgenctes. Acecptince of permit is vcriricunon that I will notify the owner of the property of the requtremc f florid en w, FS 7 SZj Signature of QwnCI-/ASCnl pate Signaturt o Contactor/AEeirt Date V V Ck0.S Print Owncr/Agent's Nanic — 4ncnrmcioNAgcnt's Na - Signature of Nutary•Sta : n(Flnnda f)rtc ignature of Nu State nr Horid.i putt twn r/Agent Ii — VcIi11nd11V Knnwn IU Mc u:nIraClnf/A.CnI 1. • VCfGrulaily kllOw'71 ivMc U- YrUduCClt ir,- P. nducan tU ... ..._ AIT- 1 1lA TION AlIVROV ED ll Y 111dg. . Guunig. Init, al & Uxtc) (Initial &Dale) Ihirtial r. Ddic) (In•iiei J 1)u:c if . 00 2-24-199S 4:S7PM FROM P. I I CITY OF SANCFOL/RD ELECTRICAL PERMIT APPLICATION Permit Number: I. I Date: The undersigned hereby applies for a permit to install the following electrical Owner's Name: z), , Address of Job: Electrical Contractor. 40iai /a'1e0jc Auc r/!/lc%*s f = Residential: Non -Residential: Number Amount Addition, Alteration, Repair (Residential Non -Residential New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: Cescri tion of Work: m 0 00 Application Fee: $10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. lcant's SigogUrb o00 3/S' State License Number 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 KVYMK HORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04775 PG 1601 CLERKIS # 2003059916 RECOM 04/10/2M IM52s22 AN RECORDINS FEES 6.00 RECORDED BY M 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) 2 3, 5, 20 & 21 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(I )(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (I ) year from the date of recording unless adifferentdateisspecified): D.R. Ho 0 by: o rt awso ssistant ecretary Corporate Sea]) 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, lnc., aI5-eleware Corporation, on behalf of the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid Notary Seal UX11F1EU COPY - ' MARYANNE NOW CLERK OF CIRCUIT CUWf[I• SEMINOLE COUNTY. FI!a" 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 60.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N00'25'30"E A ATANCE OF 29.73 FEET; THENCE S89'33'46"E A DISTANCE OF 3.38 FEET; THENCE N00'2529"E A DISTANCE OF 30.28 FEET; THENCE S89'34'30"E A DISTANCE OF 111.18 FEET TO A POINT ON A NON TANGENT CURVE, SAID CURVE BEING CONVAVE EASTERLY, HAVING A RADIUS OF 75.00 FEET; THENCE RUN SOUTHWESTERLY ALONG ARC OF SAID CURVE A DISTANCE OF 26.29 FFET THROUGH A CENTRAL ANGLE OF 20'04'56"; THENCE S00'25'30"W A DISTANCE OF 34.25 FEET TO THE POINT OF BEGINNING, CONTAINING 0.15 ACRES t. LOT 2 CONTAINS 6534 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SOUARE FEET t TOTAL CONCRETE 502 SO. FT. t TOTAL SOD 3653 SO. FT. t o 4 11 Q L^ w J EL cr Ada Wa 0c) I— N O Ln CN z O O O z 21.1' O NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. PROPOSED LOT 3 111.18' NON RADIAL I —1'- 61 1 3.38' o w m I S89'33'46' E Lo ( W O ~ ¢ o 0 OO o a N O Jz o < N V 0 r- I, / d 0 Qj N NVIc a N Q 6o O 0',x z DSOJa m POINT OF BEGINNING PREPARED FOR: D.R. HORTON 0'09 PROPOSED MODEL 1965 FINISHED FLOOR ELEVAITON- 47.8 L _._._._._._._._._._. I o — o N89'34'30"W 110 00' PT 0'ydh_p1VY" I cj N89'34_30'W-- PCB a zs.00' Q 3^ z I fJt Tn In OQQoa o N I w02 3 25.51 V p M 0 1-- cn 1" = 30' 12- pU X GRAPHIC SCALEfO N I O UJ Q 15 30 Of Qo 0 s6 a a m z fanlo z i N g; o z o PROPOSEDOFIIIa COMMEINCEM f LIOOR 1 i ELE1IATtON 0 NORTHWEST CORNER MOFLOT25. 11USTBE16 ABOVE CROWN No. OF ADJACENT ROAD UNLESS OTHERWISE: APPROVEDPoIPLAT ON BOUNDARY j LOT 25 BAKERS CROSSING PHASE 1. PLAT BOOK 60. PAGES 27-29. I I 1 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. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 2 AS BEING N89'34'30" W PER PLAT. FIELD DATE: SCALE: I" = 30 FEET APPROVED BY: WRM JOB NO. ASM40210 DRAWN BY: REVISED: LOT PLAN 2-17-03 JUL TRIAL PLOT PLAN 1-21-03 MINIMUM LOT WIDTH FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MINIMUM LOT WIDTH 50' LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RIGHT OF WAY LINE POL PCC X PROPOSED ELEVATION POC OR PROPOSED DRAINAGE FLOW PD CJ CONCRETE o L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRC P) PER PLAT pi M) MEASURED TYP CALC) CALCULATED A/C FND FOUND CBW C/W CONCRETE WALK RP S/W SIDEWALK R CP COIICRE TE PAD CS PD PLAT BOOK PGS PAGES 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 1 20'04'56" R=75.00' L=26.29' CB=S10'27'57"W C=26.15' MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT Of COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENCIN DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINI 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, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND 'IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGNAL RAISED SEAL OF A FLORIDA. LICE14SEO SURVEYOR AND MAPPER. Z 6AQ-03 WLAM`fl?. FOR E FIRMIMfSSCATELLOJR. PSM#4928 DATE FORM 60OA-2001 FLORIDA ENERGY (EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 3 I4 1965 Builder: DR HORTON Address: Permitting Office: City, State l; ;,^ ` r, I- 1` Permit Number: Owner: 1.>. Q 0 Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wa/typ'S' a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit I 4 _ b. N/A Yes _ 1967 ft' c. N/A 222.0 ft' _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft' 0.0 ft' b. N/A R=0.0, 202.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1026.0 ft' R=11.0, 28.0 ft' _ b. N/A R=11.0, 302.0 ft' c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2005.0 ft' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 28145 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:\ DATE: 03- OZ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: 4c fif DATE: 1 :'t6V_, Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap: 42.0 kBtu/hr _ HSPF:8.50 _ Cap: 50.0 gallons EF: 0.86 PT, THE STg1 O. n o FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent# _ 302.0 0.70-, = = 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 19.0 2005.0 2.82 X 1.00 5654.1 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 5654.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer A, Built Points: 40014.6 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 40014.6 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13503.4 37380.3 0.4266 15946.5 40014.6 1.00 1.250 0.284 0.950 13503.4 EnergyGauge'" DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details 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 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 302.0 1.80 =_ 543.6 Concrete, Inflnsul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00- = 2:108.0 - Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 19.0 2005.0 0.87 X 1.00 1744.3 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1744.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM = Points Area X WPM Points 1967.0 0.28 550.8 1967.0 0.28 550.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'20(11 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:. , , PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8694.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 8694.0 1.000 1.078 x 1.160 x 1.00) 0.402 0.950 4147.0 5224.7 0.6274 3278.0 8694.0 1.00 1.250 0.402 0.950 4147.0 C EnergyGaugeT" 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 Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 1594$ 3278 10256 29480f= 13503 4147 10495 28145 PASS_ of Tx srlr EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@)/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR (EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Addition' Infiltration reqts 606.1.ABC.1.3 . Exhaust fans vented to outdoors, dampers;-combustiace.heaters=mply with NFPA, have combustion air. 6A- 22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or 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 Separate readily accessibly: 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. EnergyGauge1" DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAX CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. I. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. WaU types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit I 4 _ b. N/A Yes _ 1967 ft2 c. N/A 222.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 0.0 ft2 b. N/A R=0.0, 202.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1026.0 ft2 _ R=11.0, 28.0 ft2 - b. N/A R=11.0, 302.0 ft2 c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2005.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft - RB-Attic radiant barrier, 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: Date: Address of New Home: 3k4 City/FL .Zip:5(z*)" Cap: 42.0 kBtu/hr _ SEER:12.00 Cap: 42.0 kBtu/hr _ HSPF:8.50 _ Cap: 50.0 gallons - EF: 0.86 PT, OF -(EiE STq2,, O fill t. e bc6o wE NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. /fyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarT6 Iesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at wiviv fsec.uef 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. EnergyGaugc® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 ect Inf•rmation For: D.R.HORTON Notes: I Design Inf 6 rmation 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 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Construction quality Fireplaces Area (W) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 1967 1967 15736 15736 0.80 0.40 210 105 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp rise 0 OF Actual heating fan 1383 cfm Heating air flow factor 0.041 cfm/Btuh Space thermostat 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/Ib Sensible Cooling Equipment Load Sizing Structure Ventilation Design temperature swing Use mfg. data Rate/swing multiplier Total sens. equip. load 24414 Btuh 990 Btuh " 3.0 OF n 0.98 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Frade Efficiency iensible coolingLatentcooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.057 cfm/Btuh 82 % Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. r wrjgl-jtsoft Right -Suite Residential" 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACC% E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 4 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 °F Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 fta x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 °F Summer TD = 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window = 8.0 Btuh/ft2 and door area Procedure-C ttatent Infilfration Gain 0.68 _ z43 gr/Ib - moist.diff. x 105 cfm = 3100 Btuh vroceaure u - tquipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/Ib moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldrtalk values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 4 wrightsoft Right -Suite Residential'" 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCk E:1FileslDR HORTON 2002\196511965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 199 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1965 11/16/98 rvwrvuAL u: /in ta. 1 Name of room Entire House LIVING LAUNDRY M/BTH 2 Length of exposed wall 202.0 ft 54.0 ft 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 ftheat/cool 8.0 ft heat/cool 8.0 ftheat/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 Clg ft') Htg Clg ft') Htg I Clg 5 Gross a 148 4.6 2.1 1248 320 0 "" 0 Exposed b 12C 2.9 1.9 48 48 0 •.•• 0 walls and c 13C 3.2 1.2 320 64 80 48 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 37.0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0' 0 0 0 0 d0.0 0 0 0 0 0 0 0 0 e 0. 0 0 0 0 0 0 0 0 0 f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0 glass doors NE/NW 39.4 80 3152 32 1261 0 0 0 0 Cooling E/ W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 126 5975 20 953 0 0 0 0 South 0. 0 0 0 0 0 0 0 0 0 Horz 0. 0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 14.7 9.9 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 1026 4728 2113 265 11221 546 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 731 48 151 56 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 If 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361 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 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.01 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 260 7400 2081 75 2135 600 18 512 144 0 0 0 13 Subtotal loss=6+8..+11+12 30561 8048 1334 581 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Dud loss 10°/ 3056 10°/ 805 10°/ 133 10% 58 15 Total loss = 13+14 33617 8853 1467 640 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 22195 4644 1129 417 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Dud gain 10°/ 2219 10% 464 10°/ 113 10°/ 42 19 Total RSH gain=(17+18)•PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458 20 Air required (cfm) 1383 1383 364 289 60 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr 9ht501- C Right -Suite Residential^' 5.0.64 RSR26016 2002-Feb-28 18:59:12 i9CCk E:\ Files\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDI'TIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1965 11/16/98 MHNUHL J: (In La. 1 Name of room M/BR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 ft 11.0 ft 26.0 it 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 it 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg ft') Htg Clg OF) Htg Clg 5 Gross a 14B 4.6 2.1 136 88 208 88 Exposed b 12C 2.9 1.9 0 0 0 •••. 0 walls and c 13C 3.2 1.2 128 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 32 1183 16 591 16 591 16 591 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9A 29.9 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 2 41 2 41 glass doors NE/NW 39.4 32 1261 16 630 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 0 0 0 0 14 663 14 663 South 0.0 0 0 0 0 0 0 0 0 Harz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 100 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 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 Ntit a 14B 4.6 2.1 T04 479 214 72 332 148 192 885 395 72 332 148 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 1.2 128 403 150 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269 to 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 33 855 0 11 285 0 26 674 0 11 285 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Inriltrabon a 28.5 8.0 32 911 256 16 455 128 16 455 128 16 455 128 13 Subtotal loss=6+8..+11+12 4235 1925 2890 1869 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Dud loss 10°/ 423 10°/ 192 10°/ 280 10°/ 187 15 Total loss = 13+14 4658 2117 3179 2056 16 Int. gains: People Q 300 1 300 0 0 0 0 0 0 Appl. Q 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 2711 1250 1601 1250 Less external cooling 0 0 0 0 Less transfer 0 0 0 18 Dud gain 10°/ 271 10°/ 125 10°, 160 10°/ 125 19 Total RSH gain=(17+18)'PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375 20 Air required (cfm) 192 1691•... 87 78 131 100 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrrghtsoft Right -Suite Residential^' 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACC-N E:\Files\DR HORTON 2002\1965\1965.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUAL J: tin to. 1 Name of room FAMILY KITChI/NOOK BTH 2 Length of exposed wall 33.0 ft 18.0 ft 0.0 It 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 It 12.0 x 9.0 It 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg It') Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 144 0 ••.. Exposed b 12C 2.9 1.9 0 0 0 •... walls and c 13C 3.2 1.2 0 0 0 •••' partitions d 0.0 0.0 0 0 0 •••' e 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 12M 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 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 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NFJNW 39.4 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 47.4 49 2329 29 1367 0 0 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 1 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 NLk a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 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 d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 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 is displ. d 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 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.51 8.0 54 15371 432 33 939 2641 0 0 0 13 Subtotal loss=6+8..+11+12 5839 3656 183 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 10°/ 584 10°/ 366 10°/ 18 15 Total loss = 13+14 6423 4022 201 16 Int. gains: People Q 300 4 1200 0 0 0 0 Appl. Qa 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 5127 3826 240 Less external cooling 0 0 0 Less transfer 0 0 18 Duct gain 10° 513 10°/ 383 100/ 24 19 Total RSH gain=(17+18)•PLF 1.00 5640 1.00 4208 1.00 264 201 Air required (cfm) 2641 320 1 165 238 1 81 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residerrtial"' S.0.64 RSR26016 2002-Feb-28 18:59:12 A --CA E:\FileslDR HORTON 2002%1965\1965.rsr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: 1965 11/16/98 W S D W G L S S O N A S O O W C W N K I A L O T H V G rJ H V V H H N D Y R L A W R A H L G C R R G T A W L Z E M D G Z L. O X Y T M R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 LAUNDRY M/BTH M/BR. a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 BR 2 a nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0n BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 BTH S H A R 0.0 2.9 m w 2.0 4.9 4.2 wrighltSoft Right -Suite Residential"' 5.0.64 RSR26016 2002-Feb-28 18:59:12 E:1Files\DR HORTON 2002%196511965.rsr Page 1 I Must have a minimum clearance OF 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. z O 0 ZD ry Aj L U, Rating z 2 N w > z z E5 j 3M S Cif CD 0 0 MiTek' January 22, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, Fl. 333314627 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 2000 software. Pages or sheets covered by this seal : I3634707 thru I3634727. Total : 21 drawings. Job D R l 965 F Builder D.R. HORTON Location BAKERS CROSSING, LOT 2 County SEMINOLE 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) 21 Truss drawing. 2) Truss Index. January 22, 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 DR1965F Trusses included=21 0,"\DR1965F\a.tre" 13634707 4,"\DR1965F\a11.tre" 13634708 2,"\DR1965F\a13.tre" 13634709 3,"\DR1965F\al5.tre" 13634710 4,"\DR1965F\al7.tre" 13634711 5,"\DR1965F\a19.tre" 13634712 6,"\DR1965F\a2.tre" 13634713 7,"\DR1965F\a7.tre" 13634714 8,"\DR1965F\a9.tre" 13634715 9,"\DR1965F\ag1.tre" 13634716 1 0,"\DR1 965F\ag2.tre" 13634717 11,"\DR1965F\b.tre" 13634718 12,"\DR1965F\bg.tre" 13634719 13,"\DR1965F\cg.tre" 13634720 14,"\DR1965F\ Are" 1 3634721 15,"\DR1965F\jl.tre" 13634722 16,"\DR1965F\k.tre" 13634723 17,"\DR1965F\1Are" 13634724 18,"\DR1965F\m.tre" 13634725 19,"0R1965F\s.tre" 13634726 20,"\DR1965F\s1.tre" 13634727 t No. 4.5161 * 0 %tr • i O :. S, TATE OF ORIDI'A August 7, 2002 AWARNINO - VerW design pararneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responslblllty of the building designer. For general guidance regarding fabrication, quality control, storage, dellveiy, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing SpectBcatlon, and HIB-91 Handling Installlna and Broclng Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. M1 MiTek0 PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c: w other. o WEBS JS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ;, , ; , ; ¢ joint and embed fully. Avoid knots and wane plates/e" from outside edge of U O_ a , at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I/4 length(+ 6" from ce C, u panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. , 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018•019 fin' -watt MYDRO,I!/R russ I russ I ype tyP y 13634707 DR1965F A ROOF TRUSS 16 1 optional) MiTek Industries, Inc. 4.201 S 31 M*TP(n ustries Inc. Wed Aug age 1-0-4 7-1-3 13-8.10 20-0-0 28-5-6 t 32-10-13 1 40-0-0 1 1 1-0-0 7-1.3 8.5.6 8-5-8 8-5.6 8-5-8 7.1.3 1-" Scale - 1:73. 5<8 = 5.00 (-TT 5 5x6 5x6 4 8 2x4 x4 cc 3 7 2 8 e d1 d 3x = 14 13 '12 1110 x = 3x4 = 3x8 = 3x8 = 3x4 = 3x8 = 10-3-14 20-0-0 29.8.2 40-" 10-3-14 9.8.2 9-8-2 10-3-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-8-6 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 %VEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 8 = 1951/0-8-0 Max Horz 2=-224(load case 5) Max Uplift2 = -984(load case 4), 8=-984(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3=-3714, 3-4 = -3345, 4-5 = -2354, 5-6 =-2354, 6-7 = -:3345, 7-8 = -3714, 8-9 =14 BOT CHORD 2-14 = 3396, 13-14 = 2826, 12-13 = 2826, 1 1-12 = 2826, 10-1 1 = 2326, 8-10 = 3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES (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: 18 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 984 lb uplift at joint 8. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASEIS) Standard E B Q No. 4.5161 a = •Ar OC O .. STATE OF .• L0 ..' t O R lQ*'' rT7L August 7,2002 A WARNllNO - VerW deetyn parameters; and READ NOTES ON TMS AND REVERSE SIDS BEFORE USE. Design valid for use only with Mfiek connectors. this design Is based only upon parameter: shown, and Is for an individual building component to be Installed and loaded verticolly. Applicability of design parameters and proper Incorpotallon of component Is iesponsdblity of building designer - not truss designer. Bracing shown Is for loteral support of Individual web members only. Additional temporary bracing to Insure stability during consliuction Is the responslblllty of the erector. Additional permanent bracing of the overall structure b the r•nponslblBty of the building designer. Fat general guidance tegarding tabrkatbn, quality control. stotoge, dellveiy, election and bioctng. consult CST -et. Quality Standard, DSB-89 Bracing Specification, and NIB-91 M iTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 693 D-Onoab DtNe. Madison, Wl53719. symbds PLATE LOCATION AND ORIENTATION 11/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 0 For 4 x 2 orientation, locate 1: plates IA" from outside edge of a0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018.019 mumb hg SY08M J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 0(anend sav(Wy Haas Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. icip cuss truss type QtY P y 13634708 DR1965F A11 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SRT-s7Xug`-Z0-0Y1r e( IIndustries, Inc. Wed Aug age q- 5-9.14 11-" 17-" 23.04) { 29-0-0 I 34.2.2 I 40-0.0 11" 1 i I 1-0-6 5-9.14 5-2-2 6-" 6-0-C• 6-" 6.2-2 5.9.14 1.O-0 Scala - 1:71. 5x6 = 5x6 = 5x8 = 3x4 = 4 5 6 7 5.00 FfT 2x4 2x4 3 8 2 9 1 106 3x8 = 15 14 13 12 11 3x8 = 4x6 - 3x4 = 3x6 - 3x8 - 3x8 = 11-0-0 20-0-0 29-0-0 40-0,0 1 11-" 9.041 9-0-0 11-0-0 Plate Offsets 2- e LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vc:rt(LL) 0.40 13 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 V1trt(TL) -0.64 11-13 >740 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 192 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 4-6-9 oc bracing: 9-11. REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2=-134(load case 5) Max Uplift2 = -1 082(load case 4), 9=-930(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-":129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =,-854, 7-11 =872, 8-11 =-368 NOTES (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 18 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) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1082 lb uplift at joint 2 and 930 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASEIS) Standard IDtE .3UQ gTc 4' G t : No. 4.5161 r STATE OF sS%ORtOA August 7,2002 VertN design parameters and RZAD NMZS ONTffis MM REVERse sma af3PORE use. mil® WARMNo Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporatlon of component Is responsibilty, of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the bundling designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•EE Quality Standard, DSB•BG Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Oncufrlo Drive, Madison, WI53719. M iTek® symbol H umbevMg sysfom tGgn d 509(Wy mofts PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t1/. *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 fie 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. Q 2. Cut members to bear tightly against each other. 0 a:3. WEBS JS Place plates on each face of truss at each For 4 x 2 orientation, locate o cc o and embed fully. Avoid knots and wane at joint locations. plates r/e" from outside edge of a V truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at length(' 6" fromca, C, u panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 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 FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x Q perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 0$ 01' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Et :. 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. FORM019,019 OfMRO,A/R Job russ truss type ty Y R HORTON 13634709 DR1965F A13 ROOF TRUSS 1 1 optional) F[—,MiTek Industries, Inc. 4.201 SRTs ug 1 e n ustrles, nc. aAug age 0.9.14 13.0.0 17-8-0 22-4-0 27-" 33-2-2 40-" 41 0-011-0-q 1 1 I I 1l 1-0-0 8.9.14 8.2.2 4-8-0 4-8.0 4.8-0 8-2-2 8.9.14 Scale 1:71.3 5x8 = 2x4 II 3x4 = 5x8 = 4 5 8 7 5.00 rtF 2x4 \\ 2x4 // 3 872 9 _ 10. dl1 d d 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 - 3x8 - 3x4 =3x8 - 3x4 - 9.1.14 17.8-0 224-0 30-10-2 40-0-0 9-1-14 8-8-2 4-84) 8.8.2 9.1.14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) 0.34 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 1:;t LC LL Min I/defl = 360 Weight: 201 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2= 154(load case 4) Max Uplift2 = -1 065(load case 4), 9=-896(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-3759, 3-4 =-3463, 4-5 = -3281, 5-6 = -3281, 6-7 = -3281, 7-8 =-3463, 8-9 =-3759, 9-10 = 14 BOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=21377, 11-12=2877, 9-11 =3436 WEBS 3- 16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 NOTES (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 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1065 lb uplift at joint 2 and 896 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE/145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASEIS) Standard p NVE vlIt IF I t No. 4.5161 r STATE of , JoR oa. ss%NAf.••t August 7, 2002 AWARMNO - VerM design pasafssaters and READ NOTES ON TMS AND REVERSE SIDS BEFORE USE. Design valid for use only with MBek connectors. This design is based only upon parameters shown, and Is fof an Individual building component to be Installed and loaded verticolty. Applicability of design porometen and proper Ineofpofatlan of component is fesponslblBty of building designer - not truss designer. Bracing shown is tof lotefat support of Individual web members only. Additional temporary bracing to Insure stability during construction is the fesponslbWty of the erector. Additional pefmanent bracing of the ovefa0 structure is the fesponsiblBty of the building designer. For general guidance regarding fabrication, quality contfol. stotoge, delivery, *faction and bracing, consult CST -ea Quality Standard, OSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendatlon available hom Truss Plate Institute, 583 D'Onofrla Drtve, Madison, WI 53719. M iTek® symb s mamhwhg sy0sm zteer eve Sca Wy Hafts PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73 2. Cut members to bear tightly against each c2 other. o WEBS J5 a: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/a" from outside edge of o_ a ° at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I/4 length(+ 6" from C, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. , 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 o-+ ® DQO-AIR® Truss truss Type Qty P y 13634710 DR1965F A15 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 S I faf s ug MiTe Industries, Inc. Wed Aug age il:M 7-9-14 15.0.0 201e-0 25-0-0 32.2.2 40.0.0 4l:pt? l F, I 1 7-9-14 7.2.2 5-0-0 5-0-0 7.2.2 7.9.14 1-0-0 Scale - 1:71. 5x8 = 5 00 FTT 2x4 II 5x8 = 4 5 6 5x8 5x6 3 7 0 2 8 e d1 d 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x8 = 3x8 = 3x8 = 3x4 = 10.3.14 20.0.0 29-8-2 40-" 10-3-14 9-8-2 9-8-2 10.3.14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.30 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 > 765 BCLL 0.0 Rep Stress Incr YES WS 0.40 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANS195 ll st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D 'Except* TOP CHORD Sheathed. 4-€+ 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 8 = 1951/0-8-0 Max Horz 2=-174(load case 5) Max Uplift 2=-1045(load case 4), 8=-925(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 = -3661, 3-4 =-3332, 4-5 =-2888, 5-6 =-2888, 6-7 =-3332, 7-8 = -3661, 8-9 = 14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11 =2667, 8-10=3351 WEBS 3-14=-448, 4-14=685, 4-12=355, 5-12=-363, 6-12=355, 6-10==685, 7-10=-448 NOTES (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 18 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 1045 lb uplift at joint 2 and 925 lb uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE1745161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard ppIFE P10, 4.5161 Q'k STATE OF , , 0 R JUAL August 7,2002 AwAPJVMG - verVy design parameter: and READ NOTSS ON THIS AND REVERSE SfDE BEFORE USE. anoussr e Design valid for use only with Mffek connectors. This design is based only upon parameter: shown, and is for an Individual building component to be Installed and loaded vertbalty. Applicability of design parameters and proper Incorporation of component is respcnsibWty of building designer - not buss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary dating to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-Ba Cua1By Standard, 0SB-89 Bracing Spectficatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute- 583 D'On ofrlo Drive, Madison, W 163719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 8 TOP CHORDS 2. Cut members to bear tightly against each c c other. O WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i G , ; ¢ joint and embed fully. Avoid knots and wane plates/a" from outside edge of O a ° V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP o at I/4 panel length(+ 6" from adjacent joint.) C, CA BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 1 e 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 Wek® engineer. , 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. i CLI P FORM016,O1V anNo-wu ® Of Jallf russ Iruss type P y 13634711 DR1965F A17 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SF Ti MiTe<Industries, Inc. Wed Aug age 6-1-3 11.6.10 17-0-0 23-0-0 28.5.6 + 33-10-13 1 40-0-0 111:2111:0Q 1 1 1 1 1-0-0 6-1-3 5.5.6 5-5-6 0-04) 5.5.6 5-5-6 6-1-3 1-0-0 Scale - 1:71.4 5x6 = 5x8 = 5.00F1F 5 6 3x4 i 3x4 4 7 5x8 i 5x8 3 8 2 9 1 114 3x8 = 16 15 14 13 12 11 3x8 = 3x4 - 3x6 = 3x4 = 3x8 = 3x4 = 3x8 = 8-4-11 17-0-0 23.04) 31-7-5 40-" I I 8-4-11 8.7.5 6 0 8.7.5 8-4-11 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vr9rt(LL) 0.29 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vr9rt(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Hi)rz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 x 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 3C 4 SYP No.3 V EBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2=-194(load case 5) Max Uplift2=-1023(load case 4), 9=-951(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9-11 =3485 WEBS 3-16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7.11 =468, 8-11 =-305 NOTES (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 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 2 and 951 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 61 Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard r' :• V No. 4.5161 i 0'; SPATE OF . CV August 7,2002 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ass.no 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. AppBcoblBty of design parameters and proper Incorporation of component It 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 ittsponslblilty of the building designer. For general guidance regarding fabrication, quality control, storage, delivety, election and bracing, consu8 OST-88 Quality Standard, OSB-89 Bracing Spectlloatdon, and HIB-91 Handling Installina and Bracing Recommendation available from Truss Plate Institute, 683 D'Orrohlo Drive, Madison, WI53719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/. *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 u c other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oNM_ Q O joint and embed fully. Avoid knots and wane at joint locations. plates 1/8" from outside edge of a U _ truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" frompanel 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. For tabular plating format refer to the MfTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST 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. 40 11 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 WWI O MMRO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. o russ russ ype P y 13634712 DR1965F A19 ROOF TRUSS 1 1 optional) AZUTSPAN-T A, LONGWOOD, FL, MiTek Industries, Inc. 4.201 S1 T1 MiTe(Industries, Inc. Wed Aug age 6.9.3 12.10.10 19-0-0 27.1.6 33.2.13 40," 41.0-011 " 121-0-0 itIi I } 1-0-0 6•9.3 8-1-8 8.1•6 2.0.0 6-1.8 6-1-8 8.9.3 1.0-0Scale = 1:76.2 5x6 - 5x6 - 5.00 rTT 5 6 3x4 -f; 3x4 4 7 5x8 i:, 5x6 3 8 2 9 11 Io-bd{ d d 3x8 = 16 15 14 13 12 11 3x8 0 3x4 - 3x8 = 3x4 = 3x4 = 3x6 = 3x4 - 9.9.14 19-04 21-0-0 30-2-2 40-0-0 9-9.14 9.2.2 2-0.0 9.2.2 9.9.14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.37 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIQNS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Harz 2 = 214(load case 4) Max Uplift 2=-999(load case 4, 9=-975fload case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13--863, 7-11 =560, 8-11 =-408 NOTES (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 18 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) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 999 lb uplift at joint 2 and 975 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard CR No. 4.5161 J, srA>^E of ; _Q cuss/ o a Ioa/+I'' 4r. wa441'`_ an aL August 7,2002 ver(& dee(yn parwrtet," and R&W NaMS ON TMS AND REVERSE Sere 9eMRe use. WARMNO Design valid tot use only with MQek connectors. This design is based only upon patametem shown, and is for an Individual building component to be Installed and loaded vedlcally. ApplIcablIlty of design parameters and proper incorporation of component is tesponslbltlty of building designer - not buss designer. Bracing shown is tot lotetal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponslblllty of the etectot. Additional permanent brbcing of the overall structure is the fosponslblBty of the building designer. For general guidance regarding fobfkatlon, quality control, storage, delivery, election and bracing, consult CST-86 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Recommendation available from Truss Institute, 583 D'Onofrb Drive, Madison, WI53719. Handling Installing and Bracing RecommendPlate M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each u Q other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , QU `` a ' ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from u C, 06 panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. t For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. , 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 RMAIRO russ I russ I ype Oty Ply 13634713 DR1965F A2 ROOF TRUSS 2 1 optional) MiTek Industries, Inc. 4.201 SFff—s ug 1 e Industries, Inc. Wed Aug age 11 7.4.14 14-2-0 20-0-0 1 23-" 28.5.6 33.10.13 40-0-0 91-0-07l } l I i 1-0.0 7-4-14 6-9-2 5.10-0 3-" 5.5.6 5-5-8 8.1.3 Scale 1:71.4 5x8 = 5 5•00 FTT 4x6 8 2x4 II 4 3x4 7 5x8 5x8 3 1 65xl2 — 8 x8 = 8x8 = d2 9 to- t 3x6 = 19 18 14 13 12 11 3x8 = 3x4 - 2x4 II 2x4 II 5x8 - 2x4 II 7.4.14 14-2-0 20.8-0 23.0.0 28.5.6 33-10-13 40-" 7.4-14 8.9.2 8-4-0 2-6-0 5-5-8 5-5-8 8.1.3 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) -0.14 18 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TLI -0.21 18-19 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.76 H,)rz(TL) 0.05 16 n/a BCDL 10.0 Code SBC/ANS195 1;1t LC LL Min I/defl = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 5-17 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2 = 224(load case 4) Max Uplift2 = -476(load case 4), 16=-1021(load case 4), 9=-587(load case 5) Max Grav 2=797(load case 6), 16=2456(load case 1), 9=877(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-837, 3-4 =-327, 4-5 =-327, 5-6 =1791, 6-7 =1387, 7-8 =-223, 8-9 = -839, 9-10 =14 BOT CHORD 2-19=765, 18-19=0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13-14=0, 12-13=0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5-17=1990, 5-16=-1947, 6-16=-492 NOTES (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 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 476 Ib uplift at joint 2, 1021 lb uplift at joint 16 and 587 lb uplift at joint 9. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEN45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard ` V ISr f 4''' ti t : 5161 . ,tiio.4- r O STATE OF . August 7,2002 AwARMNO - Ver•j jy design parameter it and READ NOTES ON THIS AM REVERSE SIDE BZMJW UM. Design valid for use only with Work connectors. This design is based only upon parameters shown, and is for on InclMdual 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, dellverty, election and bracing, consult OST-88 Ouallly Standard, DSB-89 Bracing SpectfIcation, and MIS-91 Handling Installing and Bracing Recommendalion avallable from Truss Plate institute, 593 D'Onofrlo Drive, Madison, We 53719. M iTek® symb s PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ For 4 x 2 orientation, locate plates I/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 MITek/Gang-Nall Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS c7 c3 WEBS J5 0 0 a UO a ca c, u O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® PANEL TM CLIP FORM0I8,019 HMRO,A/R 0(anerd sav(Wy Haft's 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 IA 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. russ russ Type ty DR1965F A7 ROOF TRUSS 1 2 13634714 optional) MiTek Industries, Inc. 4.201 nT-s-Ku-g 20 20)1 MiTek Industries, Inc. Wed Aug age 3.9.14 7-0-0 12-3-7 17.5-2 22-&14 27.8.9 I 33-0-0 I 36.2.2 1 40 0 f 0.011-0-Q { I F I I 1.0.0 3.9.14 3-2-2 5.3.7 5.1-11 5.1.11 5-1.11 5.3.7 3.2.2 3-9-14 1." Scale 1:71.3 907.5 MII16 = 907.5 MII18 = 4x6 = 7x8 = 4x8 = 2x4 II 5.00 FIT 4 19 20 5 21 22 23 24 25 726 27 28 8 29 30 9 2x4 C 2x4 3 10I2 11 1 1 al lb d d 3x8 = 18 31 32 17 33 34 396 36 37 198 39 40 14 41 42 13 3x8 = 3x4 = 5x6 = 3x8 = 2x4 II 6x10 = 3x4 = 7-0-0 12-3-7 17-5-2 22.6.14 27-8.9 33-&0 40-0-0 7-0-0 5-3-7 5.1.11 5-1-11 5-1-11 5.3-7 7.0-0 Plate Offsets Edge], LOADING (psf) SPACING 2-0-0 CSI DEFL in (IOC) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 1.22 15-16 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vrtrt(TL) -1.01 15-16 >467 M1116 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.30 11 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 440 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-6-4 oc purlins. 4.6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. BOT CHORD 2 X 4 SYP NoA D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3970/0-8-0, 11=3970/0-8-0 Max Horz 2=-92(load case 5) Max Uplift 2 = -3822(load case 4), 11=-3710(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8611, 3-4=-8850, 4-19=-12015, 19-20=-12016, 5-20=-12018, 5-21=-13878, 21-22=-13878, 22-23=-13878, 6-23=-13878, 6-24=-13878, 24-25=-13878, 7-25=-13878, 7-26=-12060, 26-27=-12060, 27-28=-12060, 8-28=- 12060, 8-29=-12063, 29-30=-12061, 9-30=-12059, 9-10=-8844, 10-11=-8612, 11-12=29 BOT CHORD 2-18 = 7724, 18-31 = 8229, 31-32 = 8229, 17-32 = 8229, 17-33=12016, 33- 34=12016, 34-35=12016, 16-35 = 12016, 16-36=13795, 36-37=13795, 15-37 = 13795, 15-:38=13795, 38-39=13795, 39-40 = 13795, 14-40=13795, 14- 41=8221,41-42=8221, 13-42=8221, 11-13=7726 WEBS 3-18=520, 4-18=589, 4-17=4324, 5-17=-1875, 5- 16=2134, 6-i6=-852, 7-16=95, 7-15=201, 7-14=-1988, 8-14=-911, 9-14=4384, 9-13=586, 10-13=508 NOTES (9) 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 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist:, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1. 33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3822 Ib uplift at joint 2 and 3710 Ib uplift at joint 11 . *9I 13p 6) This truss has been designed with ANSI/fPI 1-1995 criteria. w\11' •..-•••... 7) 2-ply truss to be connected together with 1Od Common(. 1 48"x3") Nails as follows: .•'i/+•' •• 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. '4%;•• 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. . ti 8) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.11b up at 7-0-0, f r p 4J1$1 1. 159.51b down and 305.1lb up at 9-0-12, 159.51b down and 305.1lb up at 11-0-12, 159.51b down and 305.11b up at1. 13-0-12, 159. 51b down and 305.1lb up at 15-0-12, 159.51b down and 305.1lb up at 17-0-12, 159.51b down and 305.1lb up at 19- 0-12, 159.51b down and 305.1lb up at 20-11-4, 159.51b down and 305.11b up at 22-11-4, 159.51b t down and 305.11b up at 24-11-4, 159.51b down and 305.11b up at 26-11-4, 159.51b down and 305.11b up at 28-11-4 O'• STATE OF and 159.51b down and 305.11b up at 30-11-4, and 159.51b down and 305.1lb up at 33-0-0 on top chord, and t . •` 625.11b down and 577. 61b up at 7-0-0, 46.0Ib down at 9-0-12, 46.0Ib down at 1 1-0-12, 46.0Ib down at 13-0-12, •. ( Q 46.0Ib down at 15-0-12, 46.0Ib down at 17-0-12, 46.0Ib down at 19-0-12, 4fi.01b down at 20-11-4, 46.OIb down at h%'•....a.ae 22-11-4, 46.01b down at 24-11-4, 46.Olb down at 26-11-4, 46.0Ib down at 2£1-11-4, and 46.01b down at 30-11-4, and 625.11b down and 577.61b up at 32-11-4 on bottom chord. Design for unspecified connection(s) is delegated to the `Y L building designer. 9) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. August 7,2002 Continu VerVy design pascmeters curd READ NOTES ON THIS AND REVERSE EWE BEFORE USE. t&WARNINO 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. Appllcobillty of designparametersand proper Incorporallon 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 responslblllly of the erector. Additional permanent brbcing of the overall structure is the responsiblity of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. election and bracing, consull CST-88 Quality Standard, OSB-89 Bracing SpeclBcatlon, and HIB-91 Handling Installing and Bracing Ratcommendatlon ovolloble from Truss Plate Institute, 593 D'Onohb Drive, Madison, W15371 C. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c c other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 5 ¢ joint and embed fully. Avoid knots and wane plates/a" from outside edge of o_ a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at length(+ 6" from ca C, 06 panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. , 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. 1 CLIP FORM018,010 mNG-watt W P"RO,AZR Truss Truss Type ROOF TRUSS Qty 1 P y 2 13634714 DR1965F A7 optional) I e n ustnes, Inc. 4.201 S Ti-s Tu-g-2UM31 MiTecIndustries, Inc. Wed Aug age LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-9=-74.0, 9-12=-74.0, 2-11 =-20.0 Concentrated Loads (lb) Vert: 4=-159.5 9=-159.5 18=-625.1 13=-625.1 19=-159.5 20=-159.5 21=-159.5 22=-159.5 23=-159.5 24=-159.5 25=-159.5 26=-159.5 27=-159.5 28=-159.5 29=-159.5 30=-159.5 31 =-46.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37=-46.0 38=-46.0 39 = -46.0 40 = -46.0 41 = -46.0 42 = -46.0 D E 13 No. 4.5161 0'.. STATE OF r ass/OR I. ANAL August 7,2002 A WARMNO - Vor j fy design parameters and READ NOTES ON Tffi3 AND REVERM SIDE 9EFORL USE. Design valid for use only with Mffek connectors. 1hls design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vedlaally. Applicablity of design parometen and piopet Incorporation of component is responslblitty of building designer - not truss deslgnet. Bracing shown is lot lateral support of Individual web membets only. Additional ternporary brocing to Insure stability during consliuctlon Is the tesponsiblllty of the erector. Additional permanent btacing of the ovetall siruclure is the iesponslbBlty of the building designer. For general guidance segaiding fabtloatlon, quality control, stotoge, delivery, election and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installing and Bracing Recommendation avoliable from Truss Plate Institute, 583 D'Onchlo Drive, Madison, WI53719. symboOs PLATE LOCATION AND ORIENTATION 1 3i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. fill 0 W O For 4 x 2 orientation, locate 1: plates IA" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. HumbeNng sysfom 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 AT THE LOWEST JOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SI2E The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217. 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke ANG(aflard SatWY Haft's 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 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. 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. FORM016,019 HMRO,A/R Job russ I russ i ype ty y 13634715 DR1965F A9 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 S s ug e e Industries, Inc. Wed Aug age 4.9.14 9-0-0 14.6-0 20-0-0 25-6-0 31-0-0 35-2-2 40-0-0111IlI11 41" 1.0-6 4.9-14 4-2-2 5.6.0 5.6-0 5-6-0 5.6-0 4.2-2 4-9-14 1.0.0 Scale 1:71. 5x6 - 5x6 = 3x4 - 5xE; - 3x4 = 5.00 FT7- 4 5 6 7 8 2x4 2x4 3 9 2 10 11d1 d 3x8 = 17 16 15 14 13 12 3x8 - 3x8 - 4x6 - 3x4 = 3x4 = 4x6 = 3x8 - 9-0-0 16.4-0 23.8.0 31-0-0 40.0-0 1 I 9.0-0 7.4-0 7.4-0 7-4-0 9-0-0 Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.52 15 > 907 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANS195 1::t LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 )( 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 10 = 1951 /0-8-0 Max Horz 2=114(load case 4) Max Uplift2 = -1 096(load case 4), 10=-963(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11 =14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4:389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES (61 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 18 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/ANE195 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 fby others) of truss to bearing plate capable of withstanding 1096 lb uplift at joint 2 and 963 lb uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEN45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard ppJ No. 4.5161 r 0 STATE OF O R lo+'''A eA•+rA. we4 l August 7,2002 A WARMNO - Ver(& deefgn paranwten and RBAD Noires ON TMS AND RE VSRSe Sme BEMRe use. eiiiiiiel Design valid lot use only with M6ek connectors. Thb design Is based only upon patametees shown, and Is for an Individual building component to be Installed and loaded veitk:olry. Applicablltty of design potometees and peopet Incoepotatlon of component b tesponslbllRy of building designer - not huss designer. Bracing shown h lot ioteial support of Individual web members only. Additional temporary beacing to Insure stabUlty duting consttuction is the iesponsib5ity of the erects. Additional permanent btacing of the overall structure Is the tosponslbltlty of the building designer. Foe gereetol guidance tegaiding fabelcatbn, quoUty control. stotoge, deilvety, erection and btacing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available atom Truss Plate Institute. 583 D'Onofeb Delve, Madison, Wl5371 V. M iTe k® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each u c other. o WEBS J5 cc3. 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 o a at joint locations. truss and vertical web. a o 4. UnIIess otherwise noted, locate chord splices at A length(+ 6" fromC, rA panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPN of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mffek Holdings, Inc. _ CLIP FORM018,019 0"RO,A/R® JQP russ I russ I ype ty y 13634716 DR1965F AG1 ROOF TRUSS 1 1 optional) AMTSPAN-T A, LONGWOOD, FL, MiTek Industries, Inc. 4.201 nTs ug20 20 )l MiTek Industries—,—Fn—c—. a ug age 11 7.6-0 14-9-0 20-0.0 23-" 283.8 33-10.13 I 40-0-0 Jl:" l l I F l 1 1-0-0 7.6-0 7-3-0 5-3-0 3-" 5.5.6 5-5-8 8.1-3 1-0-0 Scale 1:71. 5x8 - 5 5•00 FT2-- 4x8 8 4 3x4 7 5x8 31 II 5x8 cc 3 7 1650 = 8 8x 1 1,= 0 84 — m 2 3 II 9 1 tOdd5x8 - 3x8 :r 18 14 13 12 11 3x8 = 2.50 (-1'£ 5x8 - 7.8.0 14.9-0 20.4-0 23-0-0 28-5-8 33-10-13 40-0-0II 7-6-0 14-6-0 7-3-0 5-7-0 2-8-0 5.5.8 5.5.6 8-1-3 Plate sets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.53 Ven(LL) 0.16 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 VE:rt(TL) -0.20 2-19 >838 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.08 18 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 2941b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 18-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size 2 = 702/0-8-0, 18 = 646/0-8-0, 16=1732/0-8-0, 9 = 863/0-3-0 Max Horz 2=223(load case 4) Max Uplift2 = -420(load case 4), 18=-538(load case 4), 16=-662(load case 5), 9=-601(load case 5) Max Grav 2 = 715(load case 6), 18 = 88611oad case 61, 16=1732(load case 1), 9 = 872(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1518, 3-4=548, 4-5=605, 5-6=929, 6-7=153, 7-13=-692, 8-9=-1357, 9-10=29 BOT CHORD 2-19=1342, 18-19=-34, 16-17=-714, 15-16=-155, 13-15=99, 6-15=558, 13-14=0, 12-13=4, 1 1-12 = 1 159, 9-11 =1 164 WEBS 3-19=-177, 17-19=1445, 3-17=-1739, 5-16=-1003, 6-16=-860, 12-15=771, 7-15=-638, 7-12=-139, 8-12=-660, 8-11 =136, 17-18=-587, 4-17=-471, 5-17=262 NOTES (9) 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 18 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) 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 cc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer 1 should verify capacity of bearing surface. t 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 2, 538 lb uplift at joint 18, 662 lb uplift at joint 16 and 601 lb uplift at joint 9. W1 C••./"mil 8) This truss has been designed with ANSI/TPI 1-1995 criteria. '4 C3` j,• 9) Truss Engineer: Junaidie Budiman, PE/l45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. % 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. ( :• , No. 4.5161 LOAD CASE(S) Standard p ; STATE OF .- sS% O R IDot./ ANAL August 7,2002 WARMNO - Verjfy design parameter and READ NOTES ON THIS AND REVSRSS SIDS 1119MRS USE. Design valid tot use only with MITek connectors. Thb design Is based only upon parameters shown, and b for an IndK4dual building component to be Installed and loaded verlloally. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designet. Bracing shown Is for literal support of Individual web members only. Additional ternpoioiy bracing to Insure stability during construction Is the tesponslbllity of the erector. Additional permanent btbcing of the overall shucture Is the tesponslbBBy of the building designer. For general guidance regarding tabrloation, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO.89 Bracing Specification, and NIB-91 Handling Installing and Bracing Rocommendatlon available from Truss Plate Institute, 383 D'Onoftlo Drive, Madison, w153719. MiTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each a c3 other. o WEBS JS Q 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/a" from outside edge of o_ a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I14 length(* 6" fromceC, u panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead toad deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Boftom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. , 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 JV russ I russ I ype ty y 13634717 DR1965F AG2 ROOF TRUSS 1 1 optional) A=U-SPAN-T LONGWOOD, FL, MiTekIndustries, Inc. s ug MiTek n ustries, Inc. Wed Aug age 1-0-0I 7.6-0 14-9-) 16.7.3 22-0-0 23-" 1.0.0 7-8-0 7-3-0 1.10.3 5-4-13 4x8 II Scale = 1:49.8 6 2x4 IIx4 II 5 7 8164 2x4 II c5x82x42x4II3x1011 3x4 3a 7 1 - 14 5.00 r`IT I I 2x4 II I p I I 2 11 1 2x4 11 5x8 = 2x4 I I2x4II 2x4 II 3x4 1 2.50FFT 2x4 II 7-8-0 14-9-0 20.4-0 22.0-0 7-6-0 7.3-0 5.7.0 1-8-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 14T&D 0.52 Ve rt(LL) 0.1 6 2-11 >999 M1120 249/190 TCDL 7.0 r1rtIlL) V•LV' 2-11 >831umerncrease BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.08 10 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-0 2 X 6 SYP No.2ND V/EBS 1 Row at midpt 9-11, 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE, Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 715/0-8-0, 10 = 113510-8-0, 7 = 357/0-8-0 Max Horz 2=416(load case 4) Max Uplift 2 = -357(load case 4), 10=-679(load case 4), 7=-247(load case 5) Max Grav 2=715(load case 6), 10=1135(load case 1), 7=404(load rase 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1564, 3-4=-1353, 4-5=383, 5-6=366, 6-7=-71, 7-8=34 BOT CHORD 2-11 =1383, 10-11 =-48, 7-9=-4 WEBS 4-11 =-202, 9-11 =1521, 4-9=-1642, 9-10=-1074, 5-9=-370, 6-9=-473 NOTES (8) 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 18 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by truss to bearing 357 lb 2, 679 lbothers) of plate capable of withstanding uplift at joint (1 i uplift at joint 10 and 247 lb uplift at joint 7. `*' G// 7) This truss has been designed with ANSI/TPI 1-1995 criteria. _•' •. 8) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. , i ie,l. 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. j G e9 LOAD CASE(S) Standard t No. 4.5161 ri O : STATE OF , t w1.14. 1 O R 10A+'r' August 7,2002 A WARNWO - VertN design parameter* and READ NOTES ON Tffi8 AND REVERSE SfDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and It for an Individual building component to be Inslolled and loaded veltioally. AppBcabillty of design parameters and proper Incorporation of component Is responsibiBty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation ovallable from Truss Plate Institute, 593 D'Onohio DrNe, Madison, Wl53719. MiTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 111i4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i 3 , ; ; ¢ joint and embed fully. Avoid knots and wane plates/a" from outside edge of L) O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords licesP at I/4 length(' 6" fromceC, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, , 15. Care should be exercised In handling, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. 1 CrW CLIP FORM018,019 HYDRO -AIR ipp russ truss type Oty P yR HORTON 13634718 DR1965F B ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 STff—s 755g-20M 31 MiTA C ind,stnes, Inc. Wed Aug age 1-0-0 5.3.14 10-0-0 14.8.2 20-" 21.0.0 1.0.0 5-3-14 4.8-2 4.8.2 5-3-14 1.0.0 Scale - 1:36.9 4x6 = 4 5.00 rfT 2x4 2x4 5 3 2 8 h 7 tf1 d 3x4 - 8 3x4 = 5x3 - 10-0-0 20-0-0 10-0.0 10-041 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vort(TL) -0.24 2-8 >993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 2 IC 4 SYP No.3 REACTIONS (lb/size) 6=1004/0-1-8, 2=1024/0-8-0 Max Horz 2 = 123(load case 4) Max Uplift6 = -521 (load case 5), 2=-536(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=1.1 BOT CHORD 2-8 =1430, 6-8 =1481 WEBS 3-8=-389, 4-8=536, 5-8=-444 NOTES (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 18 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 at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 6 and 536 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASEIS) Standard DD 0111 f7 Q' 4JV0. t No. 4.5161 STATE OF t August 7,2002 AIVARWNO - Verify design parameter and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid lot use only with MITek connectors. This deslgn is based only upon parameters shown, and is lot an Individual building component to be Installed and loaded verticolty. ApplIcablilty of design parameters and proper Incotpoiatlen of component is iesponslbl8fy of building designer - not truss deslgnet. Bracing shown is lot lateral support of Individual web members only. Additional ternporaty btacing to Insure stability duting consttuction is the tesponsibillty of the erector. Additional petmonent bracing of the oveta8 shuctute is the tesponslblitty of the building designer. For genmal guidance tegarding tobrl;ation, quality control storage, delNety, election and btacing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTe k® available Truss Rate Institute, 583 D'OnoOb D1Ne, Madison, WI53719. Handling Installinq and Bracing Recommendationfrom 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 l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 Ja TOP CHORDS owner and all other interested parties.. 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 o Q joint and embed fully. Avoid knots and wane plates I/a" from outside edge of a y o_ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords laces PI/ a cuC, o 1. 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 MITek/ Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018, 019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/ FHA TCB 17.08 ICBO 1591, 1329,4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N MiTeke O - NMRO, A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, TM erection and installation of trusses. , PANEL CLIP © 1993 Mitek Holdings, Inc. f russ truss lype ty y 13634719 DR1965F BG ROOF TRUSS i 1 optional) MiTek Industries, Inc. 4.201 s ug 20 2011 MiTe(Industries, Inc. Wed Aug age 1-0-0 5-3-14 10-0-0 14-8-2 20-" 21-0-0 1-0-0 5.3.14 4.8.2 4-8-2 5.3-14 1-0-0 Scale 1:38.1 4x8 = 4 2x4 II 2x4 II 5.00 FIT 30 t-: 3x4 c 5 2x4 II 3 2x4 II x II x II 2 II 8 3 1 7 IdCf 25 28 2x4 II t0 2x4 II 27 2x4 II 28 9 28 2x4 II 30 8 31 2x4 II 32 33 3x4 = 3x4 = 2x4 II 7x8 = 2x4 II 2x4 II 5-3.14 10-0-0 14-8-2 20-0.0 I 5-3-14 4-8-2 4.8.2 5.3.14 Plate Offsets LOADING (psf) SPACING 2-0-0 CS1 DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) 0.06 9-10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.29 Vert(TL) -0.09 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-13 oc purlins. BOT CHORD 2 X 6 SYP No.2ND E;OT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2`X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=950/0-8-0, 2=951/0-8-0 Max Horz 2 = 126(load case 4) Max Uplift6 = -596(load case 5), 2=-535(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1678, 3-4=-1182, 4-5=-1182, 5.6=-1677, 6-7=34 BOT CHORD 2-25 =1471, 25-26 =1471, 10-26 = 1471, 10-27 =1471, 27-28 = 1471, 9-28 = 1471, 9-29 = 1470, 29-30 = 1470, 8-30 = 1470, 8-31 = 1470, 31-32 =1470, 32-33 =1470, 6-33 =1470 WEBS 3-10=60, 3-9=-485, 4-9=507, 5-9=-484, 5-8=59 NOTES (8) 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 18 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 596 Ile uplift at joint 6 and 535 lb uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 17.71b up at 1-0-0, 10.81b up at 3-1-1, 10.81b up at 5-1-1, 10.81b up at 7-1-1, 10.81b up at 9-1-1, 10.81b up at 11-1-1, 10.81b up at 13-1-1, 10.81b up at 1 15-1-1, 10.81b 17-1-1, 17.71b 18-11-1 bottom Design for isandupatandupatonchord. unspecified connection(s) t delegated to the building designer. j 8) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. •'F/•.,/"oYi1 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. 41 LOAD CASEIS) Standard S 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 No. 4.5161 Uniform Loads (plf) Vert: 1-4=-74.0, 4-7=-74.0, 2-6=-20.0 l . Concentrated Loads (Ib) s STATE OFVert: 10=10.825=17.726=10.827=10.828=10.829=10.830=10.831=10.832=10.833=17.7 0 i O R 10,,'' on aL August 7,2002 QwwRMNO - verVy design parameter: and READ NOTES ON TffiS AND REVERSE SME SEMRe use. s Design valid for use only with MOek connectors. this design is based only upon parameters shown, and Is for on Individual building component to be Insloned and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure is the imponslblllty of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, election and bracing, consult OST-BE Quality Standard, DSO.89 Bracing Speclficatlon, and HIS-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. MiTek® SG(qnwd SatWY Hafts PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C7 w other. o WEBS JS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I/a length(* 6" from C, 06 panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to comber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. , 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CAN FORM018,019 aArom-ftwuL ® NMRO-AIR IOU russ truss type Py 13634720 DR1965F CG SCISSORS 1 1 optional) AMTSPAN-T -1, LONGWOOD, FL, MiTek Industries, Inc. 4.201 S1 31 MiTekIndustries, Inc. WeaAug age 1.0-0 4.0.15 7-6-0 10.11.1 I 15-0-0 16-0.0I 1 1-0.0 4-0.15 3.5.1 3-5-1 4.0.15 1.0.0Scats = 1:29.0 4x6 = 4 5.00 F1F 2x4 = 2x4 - 3 5 8 5x8 = 2 6 7 2.50 rTY- 3x4 v 3x4 z- 7-6-0 15-0-0 7-6-0 7-6-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 V.-rt(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 >908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Hr)rz(TL) 0.11 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 4-4-3 oc purtins. BOT CHORD 2,X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=782/0-1-8, 6=782/0-1-8 Max Horz 2=-95(load case 5) Max Uplift2=-412(load case 4), 6=-412(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 =1935, 6-8 =1935 WEBS 4-8=969, 3-8=-394, 5-8=-394 NOTES (7) 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 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 6 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 at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 2 and 412 lb uplift at joint 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Truss Engineer: Junaidie Budiman, PE1145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 8) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard `QiCG E7LJ / XP's f=lC 9 j t = No. 4.5161 • '` p•; STATE OF toss` OR 1o, / 6 ANAL August 7,2002 A WARNING - VerW design pana7neters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 'e"e! Design valid lot use only with MRek connectors. This design Is based only upon patameten shown, and Is lot an individual building component to be Installed and loaded vertically. Applicability of design parameters and piopet Inewpotatlon of component Is iesponsiblBty of building designer - not truss deslgnet. Btocing shown Is lot lotetal support of Individual web members only. Additional temporary btocing to Insults stability during construction Is the responsiblllty of the etectot. Additional permanent btbctng of the overall shuctute Is the utsponslblSfy of the building desdgnet. Fat general guidance tegarding tabrlcallon, quality control storage, deltvety, election and bracing, consult QST•88 Quality Standard, DSB-89 Bracing SpecIncatlon, and HIS-91 M iTe k® Handling Installlnq and Bracing Recommendation available from Truss !slate Institute, 593 D'Onofdo DrNts, Madison, WI53719. Byrn bds Humbevhg sysfom AsGan(ST(d softy Hocts PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t1/. * 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 c c other. O Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q o joint and embed fully. Avoid knots and wane at joint locations. plates I/a" from outside edge of truss and vertical web. u C, a o 4p Unlessotherwisenoted, locate chord 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. For tabular plating format refer to the MITek/ Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93. 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40, 10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 tt. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, TM erection and installation of trusses, PANEL CLIP © 1993 Mitek Holdings, Inc. - FORM016, 019 O russ I russ I ype Py 13634721 DR1965F J ROOF TRUSS 14 1 optional) MiTek Industries, Inc. 4.201 S1 71 MiTekIndustries, Inc. Wed Aug age 1.0.0 7-0-0 1-0-0 7-" 3 Scale = 1:19. 5.00 rVT 2 4 2x4 - 7-0-0 7.0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.24 1-2 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hofz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 11:t LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD 2 X 4 SYP No.213 EOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (IbJsize) 3 = 234/Mechanical, 2=424/0-8-0, 4 = 66/Mechanical Max Harz 2 = 221(load case 5) Max Uplift3=-2500oad case 51, 2=-168(load case 4) FORCES 0b) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 250 lb uplift at joint 3 and 168 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE1/45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard No. 4.5161 , sOSTATEOF esr.w e ss/J O R o vaL August 7,2002 WARNING - VerW design panarnetersr and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design If 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 If responsibility of building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bAicing of the overall structure Is the iesponslblllty of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OST-88 OualBy Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. M iTek® Symbol$ Numbsuing system A\Geneval SWWY Haas PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ 4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS c 2. Cut members to bear tightly against each cr other. o or WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q o joint and embed fully. Avoid knots and wane at joint locations. plates1/8" from outside edge of a truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" from uC, u panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 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 4e 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. F FORM018. 019 MiTeke O ffMRO, A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, 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, TM erection and installation of trusses. _ PANEL CLIP © 1993 Mitek Holdings, Inc. r russ russ ype ty y 13634722 DR1965F J1 MONO TRUSS 10 1 optional) MiTek Industries, Inc. 4.201 sFfT-s-Xu-g 20 20)1 MiTec Industries, Inc. Wed Aug age 1-0-0 3 Scale = 1:6.3 5.00 py 2 j2x4= 4 1 1.0.0 1-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vort(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 ttt 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 Z X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=168/0-1-8, 4=10/Mechanical, 3 = -7/Mechanical Max Horz 2=53(load case 4) Max Uplift 2 = -1 28(load case 4), 3=-28(load case 5) Max Grav 2=168(load case 1), 4=10(load case 1), 3=23(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-33 BOT CHORD 2-4=0 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 28 lb uplift at joint 3. 5) This truss has been designed with ANSI/fPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE1t45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard FEE 18 No.4. 5161STATE Y OF 4"" ZORlDt' s aAL August 7,2002 AIVARMNO - ver(fy design parameter: and READ NOTES ON THIS AND REM= SWE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is lot an IndMdual building component to be Installed and loaded vertically. Applicability of design porameters and proper Incotpotatlon of component is iesponsibl0fy of building deslgnet - not truss deslgnet. Bfocing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability dufing condtuctlon is the tesponslblllty of the erector. Additional permanent bracing of the overall stfuctute is the tosponslblllty of the building designer. Fol genefol guidance tegafding fabtloatlon, quality contfol. stotage, delivery, eiecllon and bfacing, consult 057-U Quality Standard, DSB-89 Bracing Speclflaatlon, and HIS-91 M iTek® Handling Installlna and Bracing Recommendation available ffom Truss Plate Institute. 583 D'Onotilo Delve, Madison, Wl53719. 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. fillcc0 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. 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 FA RTH EST TO TH E 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 4011, 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® HMRO,A/R Genevd SatWy Hafts Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. a , russ I russ I ype Oty Py 13634723 DR1965F K ROOF TRUSS 4 1 optional) PAN-T LONGWOOD, FL, MiTekIndustries, Inc. 4.201 SRT-s-X-ug-20MT1II e n ustrles, Inc. Wed Aug age 1-0-0 5.0-0 3 Seale 1:15.7 5.00 FM 2 1 4 2x4 = 5-0-0 5.0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vrdrt(TL) 0.08 1-2 >210 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,;t LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS IlWsize) 3 = 1 55/Mechanical, 2=335/0-8-0, 4 = 46/Mechanical Max Horz 2 = 161(load case 5) Max Uplift 3 = - 1 74(load case 5), 2=-152(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 50 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 174 lb uplift at joint 3 and 152 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard it 13 No.4.5161 Y 0'•. STATE E OF i o a Boa•'' s oiL August 7,2002 AIVARMNO - ver(& design parameters and READ NOTES ON THIS AND REVERSE. SIDE BEFORE USE. al e Design valid tot use only with MITek connectors. this design Is 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 tesponstbllBy of building designer - not truss deslgnet. 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 btbcing of the overall structure Is the iesponslblBty of the building designer. For general guidance tegaiding fobrlootlon, quality control. storage, delivery, erection and bracing, consult OST-811 Quality Standard, OSB-89 Bracing Specification, and HIS-91 Handling Installina and Bracing Recommendation available from Truss Rate Institute, 583 D'Onohlo Drive, Madison, W153719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. ApplyFE l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73 2. Cut members to bear tightly against each cz other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a ' U _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 114 length(+ 6" from ce C, 06 panel adjacent joint,) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTOTHE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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 MiTeke engineer. 15. Care should be exercised in handling, - PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. ' CLIP FORM018.019 GANG-wAA ® 11MRO,AW 0 o russ russ ype ty y 13634724 DR1965F L ROOF TRUSS 4 1 optional) 1, LONGWOOD, FE,-MiTek Industries, Inc. s ug 20 20)1 MiTek Industries, Inc. Wed Aug age 3-0-0 1-0-0 3 0 3 Scale = 1:10.5 5.00 FT£ 2 1 4 2x4 = 3.0,0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1:,t LC LL Min 1/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical Ktax Harz 2 = 101(load case 5) Max Uplift3 = -97(load case 5), 2=-144(load case 4) FORCES (lb) - First Load Case Only TOPCHORD 1-2=29,2-3=-54 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 97 lb uplift at joint 3 and 144 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard i F3 No. 4.5161 i • O STATE OF t 0 R t0A*'' ss ONA• e 1.E' August 7,2002 A WARMWO - V rW design parameters and READ NOTES ON TMS AND REVERS!, SWR BEFORE USE. 1 ( 10 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. AppticobBlly of design parameters and proper Incorporation of component is responsibiity 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 b the tesponslbWty of the building designer. For general guidance regarding fabrication, quality control, storage, dellvery, erection and bracing, consult QST-811 Qualify Standard, DSB-89 Bracing SpecilIcatlon, and HIS-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrio Drive, Madison, Wl53719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/4 * 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 cz c3 other. WEBS J5 3. Place plates on each face of truss at eacha4:*For 4 x 2 orientation, locate i k , ; ccjoint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices 1/ 4 atpanel length(+ 6" from adjacent joint.) c, c, BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt 18 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MtTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 on uo-i 19 NYDRO,A/Re Job russ I russ I ype ty y 13634725 DR1965F M ROOF TRUSS 4 1 optional) t o Industries, Inc. 4.201 nT—s-Wu-g r e Industries, Inc. Wed Aug age I-o-o 100 1-0-0 100 3 Scale 1:6.3 5.00 FTY 2 4 1>< 2x4 = 100 1-0-0 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 0.00 VertlTL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hr)rz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1:ct LC LL Min I/deft = 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.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (R/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical max Horz 2=53(Ioad case 4) Max Uplift3 = -25(load case 5), 2=-138(1oad case 4) Max Grav 3 = 31(load case 4), 2 = 177(1oad case 1), 4 = 9(1oad case 1) FORCES IV - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 :one on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 138 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEr745161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASEIS) Standard kt ' No. 4.5161cc 0 STATE OF , r a o R a vaL August 7,2002 AWARWING - Ver jy design pa.a,nerters and RZAD Name ON THIS AM itcvaRM: SWE BEMI a 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 h 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 responsiblllty of the erector. Additional permanent bibcing of the overall structure is the responsibBlity of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull QST-611 Ouallfy Standard, DSO.89 Bracing Spectfldatlon, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrb Drive. Madison, W153719. Symbols Numbering System lGenwd saftw H(We's PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t i. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cz c other. o 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 o a ° _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" from ca Cl 06 panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 HYDRO,AZR0 11, 1 russ truss type ty y 13634726 DR1965F S ROOF TRUSS 2 1 optional) MiTek Industries, nc.4.201 SRTs ug r e Industries, Inc. Wed Aug age 1.5-0 5.3-5 9.10-13 1.5-0 5.3.5 4.7.8 4 1:20.1 9 3.54 FTT 3x4 y 3 8 2 10 11 7 12 8 5 2x4 II 3x4 = 2x4 - 53-5 9.10.13 5.3.5 4.7.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.74 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 41 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 SOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (16/size) 4 =188/Mechanical, 2 = 634/0-11-5, 5 = 397/Mechanical Max Horz 2 = 218(load case 2) Max Uplift4 = -243(load case 3), 2=-535(load case 2), 5=-353(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-8=-1099, 3-8=-1002, 3-9=-88, 4-9=44 BOT CHORD 2-10=1001, 10-11 =1001, 7-11 =1001, 7-12=1001, 6-12=1001, 5-6=0 WEBS 3-7=187, 3-6=-1068 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 21 Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 4, 535 lb uplift at joint 2 and 353 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 150.0Ib up at 4-3-11, and 161.71b down and 395.3lb up at 7-1-10 on top chord, and 21.61b up at 1-5-12, and 12.1lb down at 4-3-11, and 52.1lb down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) 1 Vert: 1-4 = -74.0, 2-5 = -20.0 Concentrated Loads (lb) \„' ••' ••••'• Vert:8=10.1 9=-161.710=21.611=-12.1 12=-52.1 J"•y`l rC Q,. 4/ j c No.45161 ,t STATE OF r oR oa'- L August 7,2002 QwnRMNO - Ver(& design pararnsten and READ NOTES ONTMS AND REVERSE SME BErDRE 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 lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. AddBtonal permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, election and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. *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, property 1/8securely seat. J2 J3 J4 TOP CHORDS owner and all other interested parties.. u c 2, Cut members to bear tightly against each other. Q WEBS JS 3. Place plates on each face of truss at each For For4 x 2 orientation, locate O joint and embed fully. Avoid knots and wane plates/ e" from outside edge of at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords laces PCA V o at I14 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. For tabular plating formal refer to the MtTek/ Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40, 10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur, FORM016, 01 V WISC/ DILHR 870040-N, 930013-N, 910080-N MiTeke MMRD, A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP i o B russ truss type ty y 13634727 DR1965F s1 ROOF TRUSS 2 1 optional) MiTek Industries, nc.4.201 SR1 s Aug I e n ustnes, Inc. Wed Aug age 1-5-0 1.5-0 15 15 3 State = 1:5. 3.54 FT£ 2 4 1>< 2x4 = 1-5-0 1-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.02 1 > 908 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 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=-40/Mechanical, 2=193/0-8-0, 4=6/Mechanical Max Horz 2 = 41(load case 2) Max Uplift 3 = -40(load case 1), 2=-180(load case 2) Max Grav 3=50(load case 4). 2=193(load case 1), 4=60oad case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-24 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 180 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase= 1.33 Uniform Loads (plf) Vert: 1-2 =-74.0 Trapezoidal Loads (plf) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 ` r 13 FI No. 45161 Y O'•. STATE OF s••-4 o 1 L August 7,2002 wm INo - verM design pasameten and READ NOTES ON TBffi AND REVER86 SIDE BEFORE USE. Design valid for use only with Mifek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and looded vertically. AppScobrAy of design parameters and proper Incorporation of component is tesponMiltly of building designer - not truss designer. Bracing shown is for lateral support of Indlvldual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erectot. Additional permanent btacing of the overall structure is the iosponsiblIlfy of the building designer. For general gulaance regarding fobrkafion, quality control, storage, delivery, erection and bracing, consult OST-ail Qualify Standard. 0SB-89 Bracing Specification, and NIB-91 Handling Installlna and Bracing Recommendatlonavailable from Truss Plate tnstltute, 583 D'Onotrio Drive, Madison, Wl53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS c2 c WEBS J5 Cr O Q O O a ce cr u O BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 4011, 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® PANEL TM CLIP FORMOIB.OIV fMR0,41IR0 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 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 40-0-0 M X S L L K K A9 All A13 A15 A17 A19 A A A A A r Q A uj A 1 A I o I w ' 1 A j m- 1 O I A A A A A A A 2 14-0-0 CLG. 14-0-0 BRG. IN ENTRY A2 AG1- AG2 CG VOLUME '---- CLG. _ leI BG B 15-0-0 CIE 5-0-0 JE 20-0-0 I V1,A I\ I `' I ' C: ALL B E—AR I -NG WALLS TO BE PLACED — —I J L 1 PLY HGR. I C TI CE! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I PRIOR TO SETTING TRUSSES.. A. 6 2 PL'( HGR. IENIGNEERED DRAWINGS--LOADING—PITCH AND OVERHANGS WALLS SHOWN ARE TO BE BEARINC A L 3 PLY HGR. SIGNED APPROVAL: X j JOB NUMBER: DR1965F DATE: B-6-02 PITCH: LOAMSHINGLES 407-321-1440C CU SPAN CUSTOMER: D R HORT014 5. H: 12" BY: T.H JOB NAME: MODEL 1965 "D" ELEV. BRG: BLOCK ONE eY COMCRf Tc O? vOpD BUC KvIEN S _ BUCK B* OTHERS r MASONRY OPEN IMC 6Y OTHERS nAS'Y. OPENING Br O1HfP; CAULK. BETvEEN VINDOv FL.NCE i111 o EMafDMENr H.V 1-1/•' MIN BUCK VIDTN) INSTALLATION ANCI EMS-DMCNT 0 BY v000 7/16' DIA, TAPCOn pA BUCK BY OTHERS 01 L SHIM A; RCO'D. RIGID VINYL GLAZING BE tSEE NOTES) c ( NSTALI-AT(ON ANCMOP. (TrP.) 3/16• DIA. TAPCON 7 STUCCO J 8, OTHERS SHIM REO'0. 1/.• MAILx. CLASS PCRINCTCR (SEE NOTES) cTYP.XSEE NO CAULK BY OTHERS '111FLANGCTYPES3 rLANGE TYPE VINDOV FRAME v(NDOv FRANC. JAMB CAULK BETvEEM RIGID VINYL HEADER vINDOv FLANGE l V000 EUCr, PERIMETER GLAZING BEAD CAULK c"P., CLASS BY OTHERS DOv (TYP.) (SEE NOrCS) V.V. IGHI) (VINDOV VIDTN) E ,tSUCK CAULK BETVCEN CAULK 6CTVEEN VINDOV WIGHT) VOOD BUCK L FLANGC L PRECAST SILL MAS•Y..OPENING V/ VULKEM 116 ADHESIvE By OTHERS CAULK. OR APRV•D. Ea. SECTION B-B FLANGE TYPE PERIMETER VINDOV FRAME CAULK SILL BY OSIERS I 9 EUST SILL c I I /i BY OTHERS !- F B CMntrS• SECTION A -A 1) SHIM AS REO'O AT EACH INSTALL.TION ANCHOR. IAAx ALLO•w:el.E SHIM STACK TO BE 1/.'. 0 2) WINDOW FRANC MATERIAL: ALUMwUM ALLOY 60i3 I r- 3) INStALLaTION ANCHOR MUST BE OF SUFFKIENT LIM. TO ACnlrfl IN. EMBCOMENT Or 1-I/. INTO MASONRY OR CONCRETE USE SIUCONZEO ACRYLIC CAULK BEHIND WINDOW FL"GE AT Hf•0 u JAMeS SILL MUST EE AriACHEO TO THE Swim RArE WILH JVULKEM1,6 ADHESIVE CAULK OR APPROIEO EOIJAL. 5) USE SiLICONIZEO ACRYLIC CAULK FOR PERIMq;E: SEAL -Acv-c EXTEP.IGR. OF WINDOW FLANGE. - W' 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOP CxART• ws. ANC MO,CIJ. TIT, USTEO vn TM NEXT LARGE= SI__, r-oF. APPRGPRaTE DESIGN ?SE-SUP.E REO'E• I / 7) GLA33 tM,C—ESS MAY VAF.f PER In- F. ooF.EMENT; MOO OL,SS CHART- @) L. FTER _- IC• r-ONS ON THE TAPCON LOrAI:ON cHA2T uRLCA:E . YIHE'.E TA=CON ANCHORS A'E TO =: IN iiAt•_:•. WHEN V:i;.,: :-_ r I L • 1 Ex TERIO- :LEVArIDN AS A Kfr l- c) ALL FACT--PY APPLIED TOLES NO; rya TA=ccN ANCHOR SHOULD BE nI o W,Tn (? SCRfw' r- iU:%•C:E: TO PRNC-- YIN :/- INfM?E JM::IT :N:i WC,:•ry 101% 10) FIORIOA : fL+'UOEPS :13 cE21:S SINCt,{ - cHrJ„M -15 r q PRINT it IrPVEE , LryRirJA _ .-.._'_ A:,':'aQ ) 1 //1 / SE=, Eiw .,G.: -UNG:— 'ON N iUFFK_E „ vG =_ I' 3/ET ..:n _. \ _ r,, J•IJ r. T ERR, :G CONCRETE OR NASONP.Y OPENING By OtHEP. S TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD I LOCATIONS IN JAMB SIZE SIZE 30PV TO 40PS7 41.5J r0 70PSr 30Sy TO .O.Y 1 411, TO 70•v 12 18 1/8 x 25 B B F,c F.c 13 111 I/a x 37 3/8 6 B r.c F.c 14 16 1/a x .9 5/6 B 8 F.G F.G 145 1a 1/8. `3 1/. 8 8 r.c F.c 15 a 1/a 62 8 B F,c F.c 16 , 18 1/8 x 71 B B F.G F,GJ•U 17 1a 1 a [ 83 A p FG rG K IH2 25 1/1 x 25 B e c IM3 25 1/2 x 37 3/6 B 8 F.c F.c IN. 25 112 x 49 5/8 8 B F.G F,c.HJ IM.S 25 1/2 [ SS 1/4 9 B F.c F,c.M1 IM5 25 1/2 x 62 B 8 F.c r.c1V Ins 25 1/3 x 71 8 B F.c F,c,NJ IM7 25 112 x 83 8 8 F.C.J.K r,GJ K 30 1/ 2 • 25 29 1/2 x 25 V 1/ 2 • JL 3/6 29 1/2 K 37 3/8 B B F.c F,G 30 1/ 2 • 50 3/a 29 In x .9 5/a B 8 F.c F.G.M1 9 1/ 7 x 55 1/. Al B B F.0 F,c N1 29 1/ 2 x 62 B 6 F.c r,G•M.1 30 1/ 3 72 29 1/2 x 71 B 6 F,G nJ F,c M1 30 , 7 111 29 1/2 [ 63 e 8 F.c.J K F,GJ.K 72 36x25 23 36 . , 3/a B 8 F.c F.G 24 a B e r.c r.c.MJ 2.5 36 . 53 1/. 8 e F.G F.c.HJ 25 36 x 62 B B F.0 H.1 F,C11J 26 36 x 71 B B r,G nJ O.E.FJG1(,1 27 36 It 63 8 B F,c.J,K F,G•M.1,7,K 42 x 25 c 2 la J/a I p 7/! B B F,c F,c,M1 S0 5/ 6 x •9 5/a 8 9 F,c F.G n1 2 56 ,/• u . 35 I/. 8 E F.G.n.l F.G .M1 42 63 41 x 62 B 8 F.G,n1 O,E.F,G1U 42 72 1 x 7, g B F,G,.I O.E,F.G1(1 2 B. 1 1 X 63 F.c.J.K r,G.n1JK 25 a 8 3/5 7 a 32 3/a 8 A,C F,c F,c.M1 3 50 5/5 7 f •9 S/! e C F.G F.C.H1 56 I/• a7 7 SS V• 6 A.0 F.G.n1 F,G.H1 63 7 a 6} 8 A.0 r.c. ,1 0.E.F.G 41 72 7 x 71 8 A.0 r.G1!1 O.EF,C111 X + 7 . 63 J K F MI 32 52 1/3 x 25 8 A,C F,c F.c 33 52 I/a x 37 A.0 Fc F.c.M1 J• 51 1/., a .9 A.0 F,C MJ F,G N 1 3.5 52 1/a K 55 1- B A.0 r.OJ!,I O.E.F.G.n1 33 52 1/6 f 62 B A.0 r.c!11 O.f.F,G.m.l 36 52 Va x 7, 8 A.0 r.G,H1 O.EF,G1( I 37 5E I/S x 67 A,C r,G.J,Y. O,Ei.C.J.,...J.r. 3; SITE NOT AVULAELE IN ICOO OR ISM 5CRIE3. FLOP.IDa EXTRUDERS INTERNATIONAL. , OIDA TITLE: lNSTA,- I-AT:QN SDI FUND _ A;r._ INnr.•: _ -c !OOO i 19 :BOG DRAWN BY: _ • i APPPOV.EJ S : I' nlNnfi(MNI CAULK BEHIND FIN HEATNINL 71 Oi HERS IVO BY BUILD DDVN 9T OiERS 9 INS TAlLAl10N I SHIM AS Rf0'D. NbOR SCRCV (TTP.1 SEE NOTES) 114' MAIL LIn SPrCC EXTERIOR FINISH BY OTHERS PERIHC I CR CAULK BY OTHERS FIN FRAHC HEADER GLAZING (TIP. SEC NpiCS) INOOVd1TMl EXTERIOR PERIMETER CAULK II ryNOTES) RAMC SILL BI OTHERS SEE HIMAS RCO'D.— S) / EXTCRIDR ( INISH— BI 01HEPS B INSIALLAIION ANCrOP SCRCV (TIP,) SH[ AiNING — BI GinCRS L vt At. Siln S-ACE NOTES 1) SHIM AS REO'O. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE SRICONIZCO ACRYLIC CAULK BEHIND WV400W FIN AT HEAD. SCUL A( JAMBS. A) USE StuCONtZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) CLASS THICKNESS MAY VARY PER THE REOUtREMCNTS OF ASTM E1300 CLASS CHARTS. SWAE CWtNG IS SHOWN. INSULATING GLASS IS ALSO OUALIFIEO. 6) SCREW ANCHORS AT HERO. SILL k JAMBS SHOULD BE IS SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 1 IN. WIN. EMBEDMENT INTO WOOD FRAME. PLACE IS SCREW ANCHORS 6- FROM CORNERS AND 24' O.C. MAX. 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGtH TO ADEOVATELY TRANSFER LOAD FROM WINDOW, TO THE STRUCTURE. B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k. 2000 SERIES. B) ELEVATIONS SHOW COMMON CONFIGURATIONS. R IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. h 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUtREuENTS. II \ \ EXTERIOR ELEVATION B, el.ERi LAUL. B(N:N: HILL-;•';lr III ij, oft v A" E e J SEC i ;Or; A rk FfiQ DW iTSHIM AS REO'D. — SCE NOICS) FIN ( RAMC JAMB — GLAZING ( T(P. SEE NOTES) EXTCRIOR f VINDDV XB INS IALLAIION ANCHOR SCRCV (TIP,) IVD BI FRAMING BI OTHERS CAULK BEHIND FIN H— 1' IIH( EMBEDMENTSHEATHING BY OTHERS C KTCRiM FINISH BY OTHERS PERIMETER CAULK Br OTHERS SECTION B—B EXTERIOR ELEVATION NTERNATIONAL. INC FLORIDAEXTRUDERSISANFORD. FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750. & 2000 SERI=S 2002 DP..4A'N BY: BB I APPROVED BY: DATE: 02/14/02 (SCALE NTS IDWG: FLEX0037 ONE BY BUCK BY DTHCRS CAULK BETWEEN VINDOV FLANGE L SHEATHING LYVOOD (TTP.) BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK J BY OTHERS WINDOW FRAME — HEAD WINDOWHEIGHT EXTERIOR VtNDuV FRANC SILL PERIMETER CAULK BY OTHERS ExTERIOR — FINISH E, CTHEPS INSTALLATION ANCHOR t.Sc I' .IuBCDuEM A10 SCRCv BUCK WIDTH 1/4 MAX. SHIM SPACE BUILD DOWN By OTHERS CAULK BETVECN TWO BY BUCK ALSO APPLIES NOTES TWO BY FRAMING L.CEHCRE W TO SILL) 1) SHIM AS REV D. AT EACH INSTALLATION ANCHOR WITH LOAD SCARING SHIN. MAX. BY DTHCRS BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4 . 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. MIN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHIEVE SHIM AS REDID EMBEDMENT MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. /10 NSTµLATION ISCC NOTCS> INSTALLATION ANCHOR SCREWS AT HEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACMICVE 1-3/8" 110 SCREW _ ji I^' MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOLLRED. INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 RN. FROM CORNERS & 24 IN. O.C. w(.- WINDOW FRAME CAULK BCivEEN 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD. SILL & JAMBS. JAMS - vINDOW FLANGE 5) USE StLICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF - LWOOD .BUCK s WINDOW FLANGE. GLAZING <TTP. fix'. F: rr 1/i MAX. 6) CLASS THICKNCSS MAY VARY PER THE REDUIREMENTS OF ASTM Et 300 GLASS SCE tOTCS) d _ p r SHAI SPACE J- CHARTS. SINGLE .GLAZING IS SHOWN, INSULATING CLASS IS ALSO OUµtFfED. 1) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY da llyxr OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. r._• 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO A- :[ 1 CDICREAPPLIESTOFLORIDAEXTRUDERS1750SERIES & 2000 SERIES. TE Op •I" 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF MASONRY THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK BY OTHCRS 't SHIM AS RED, CONFIGURATIONS THAT CAN BE MANIFACTURED FROM THE 1000. 1750. & 2000 BY OTHERS SEE NOTES) SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW WIDTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. EZTERIOR FINISH SECTION B—B BY DTHIEPS GLAZING (TYP. SEE NOTES) SHIM AS RCO'D SEE NOTCSH CAULK ECTVEEN J I WINDOW FLANGE L ONF BY WOOD BUCK CAULK BETVECN xWOODBUCKt A ONRY OPENING BY DTHCRS CONCPEfC Da _ H SONP, Sr — r TIC Id A— A BUCK HEIGHTL I/r LAX S. I. SPACE WINDOW WIDTH A WINDOW HEIGHT1 r cXTt- ELEVATION i(}}{ T F 7 ] T1 L Ty ( L i-1/<-u1r1Ldil'111i1'i3 1'i..11•LiI2.7 tY. EM3E0MENt l> t+-A Ultllll.Y fJUR. NARE: ONETDODI 1-- IN` TALI A:;;; MASTER FI [X WINDOW WIDTH A vnNDOW HEIGHT Ir EXTERIOP, ELEVATION FLORIDA EXTRUDERS' SANRORD, FiORIDA TITLE: FLANGE INSTALLAT!DN DETAIL V/ FRAME BUILD DOVN DESIGNER. FIXED VINDD'*I 1000, 1750, a 2000 SERIES DRAWN BY: Bd APPROVED BY DATE 02/ 12/0= ISCALE vTS IDH•C FLEX00 5 MIN a$ kE'0'L INSTALL A. 'ION ANCHC, K Hr A In INS (SEE NO iES) a8 S.k,v B.r GIHEFS CAULK BETWEEN TWO BY V000DOORFLANGc 6 SHEATHING BY OTHERS I x \ I ' , r SHIM MAXo/ CE STUCCO OR SIDING BY THE: RS PERIMETER CAULK BY OTHERS IBA CA A,uDEFS _ d.`... L ..:,-a SL( DIN DOO LK 1N _. INN DEP S1L'_ 1 7 l i', 1- 1/6' MIN- - EMBEDMENT SLIDING CLASS DGop FFAME HCAD TEMPERED GLASS ( i YP.) DOOR HEIGHT EM2EDHEN: 1- 1/1-1/A' MIN l I DOOR WIDTH /<' MAR. SMIn SHALE TWO BY COI I- 1/E MIN. BY OTHERS EnBEDnEN SLIDING GLASS DOOP. FRAME JAMB / SLIDING GLASS SHIM AS REO.O-MOO STRIP SEE NOTES) INSTALLATION ANCHOR F8 SCREW TEMPERED GLASS TYP.) FERInETEP. CAULK BY OTHERS STUCCO OR SIDING BY THERS SECTION B-B A- 1 I A EXTERiElR E L E VAT ION I FL 2 l 2002 2 FANEL DCGP S:O'JN CAULK BETWEEN DOOR. FLANGE 6 SHEATHING SHEATHING BY OTHERS TEnPER£D C TYP.) SLIDING GL+.__ INTERLOCK INSTALLATION ANCHOR HOOK STRIP DETAIL a WOOD IRS AULK BETWEEN TOOK STRIP i HEATHING 1- 1/8' HIM EMBEDMENT 2 - 2 1 N-TALLAZL KIC+ -, /•CLOT 6067 21 B I1_116 ATICN TCREVS NJSi !E Uc SLfTIC IENi LENGTH iC ACHIEVE vCnIN CN^ED•[NT ClrI-1/b' INTO WOOD. ', PCON TYPC INSTALLATION ANCHORS AT SILL MUTT 6E Or SUFFICIENT LENGin TO ACHIEVE nlN ENBEDNENT OF 1-1/c INTO NA/ONRT CR CONCRETE_ 9+ INS Tx•LLATION ANCNOR CHART ON BACK Or THIS SHEET Al USE SILICONIZ_D ACRYLIC CAULK BEHIND DOLE FLANGE AT MAD L J<49; 5) USE SILICIINIZED ACRYLIC CAULK FOR P£RINETER SEAL AROUND rx Tr RIOR OF DOE, 61 IF ExACT DOOR SIZE IS ACT LIS FED IN ANC -OP EMART, USE ANCHOR OUANTITI LISTED VIt- NEXT L AR'ER SITE. TOP, Tr[ A -(2 RIAT[ DCTIGN RPET SUPS AED'D 7 1 FOR POCKET DOO: sI ZES uIE o_CSCST 91RAST DCCP SIZE L CONCIGUP.ATIO. r0 rINIIN[D (PEN11- PLACE INStALLA71DN A.{14°S. IN FROvr OF r Or SIRIa AS S.0— 81 GLASS THICKNESS NA VARY P£R RrOUIPENENTS OF AST, E13M GLASS CHARTS 91 DOOR UNIT IS •?PROVED USING TENP£PED GLA$I IN SINGLE GLAZED CR INSULAtING GLASI A. 1c 9 / SILL C^_?NC RI ARE rC SE SEALED V11- A "AL AINt :CAN SEALER 1! 1 REC'D A A Sit Cr INITALLAtIG ANC HORT •. A•LLCv>oLr SHIN STAGY rC BE I/' 12) k yMI IALLATIC- -IC C;S MUST BE NADE G C.?°9:ION AFESt:tANr NATEP:ALI 17r ,< F_ ' ' FEARESCNTS NOVING PANEL AMD 9' FC— SENTS rIxED FAw_L ARPPi) CC- IGLw-rION1 ARE A. LISTED aN •NCH `C; C ARt ON SACS Or TN.IS SN --T vEo 1. 1 NOf All CONE IGURA116NS LI/T_! ABOVE ARE S"", Ov fNl; DRAv;NG. rGVEIEF INITALLArION SECTIONS ' A -A• '!-9' L HC.w. STRIP DE TA:L APR— TO INS f>LLAPIDN b ALL A%PRC,,LD CONr IGUPA tICr+S. 151 FLORIDA Ex TRUDERi 1000 SERIES SLIDING GLASS DOOR IS SHOIN THL$ P41N7 ALSC APP'-TES TO 2= SERIES A.ND 5m SCRIES. PEVI DESCP.IPTION ( DATE I INI P L 0 P I D A EXTRUDERS TNT. INC_ SAt,I ODD s L TITLE SLIjING GLASS DOOR 1NSI.^- I_!_ATIF-IN 4IITH, ro SCREWS D4= SPN BY: 33 I A.PFBDVED bti. I ATE +2/!7/0; ISCALE Ni: DrVC _fL, i:J%',I I Cr _ X E X 2/E ET?.' I / .7Uc'E.M1-yCTY=., ; iu c !JLLaJN 11fi x 1/2 SELF-: E X !/2 SELF \ TA iNZ SNS 2 X 4 X 3/fi TAFF tG S! S TUBE ML'LLIQN 4 IGGG S.S. JAMS CTYP.1 S 4_A- - _ SCALRNT c£;VEEN t . VINCJ FLAN a :7Ii".,.1' •J FL.A'7 S pQ X 1-1/2 SELF L N'JLL7'JN ..— .._\ ._:. F . . ,L .xLiG'ti' - TA'P: C SNZ EE X !-1/2 SELF TAP?iNS SMS — SEQTl0 A -A (1) _ 'S P CM 0 N A —A (2 1X27/16XVE 1 X27/1EX3/E T'JB£ it's LION iGG'.• S.H ,URE KJLL!aN lece sk JAME CTYP.JAME CTYPJ I ' I N8 X 1/2 SELF afi X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT £ETVN I \ - SrALAKT ec T4'cT_N viHsau FLANGES v;,N GV g8 X i-1/2 SELF TAPPIN.. •SYS S^7 t ;,-4 ;4 SECTIGN--L. (? I .r t i ' .. - TA.;I C TYPICAL Vi-F.TiCAL TO 'r.OR'.ZV17AL k!ULLION TO ld ;•_LIEN iX riK 2-X .MULL- -- Ii TO ERN A { -CLIR i- E-F- sham -- TAPPING S*ssg i 1X D2 2Y"•U' L cTYP 11 SECTION 8-9 SEALAtif BrTV«N Vi5'. CL4 7APCW 3 .b; k8 X 1-l/2 SELF t Sic"v (TYPE t V1NC0 L F IS TAPPINL• SMS _ 8 Y. V yu ' SECTION A—.4 (7) T- _ - - - Q t aL``1fiC c'a eis t PkE..AaT SILL HT GTHERS T_Ai:S CF.C4 A]171^NAL-AYE +aS..1ME!t Y CJCC L7 y_. r t ell A t T- HiL i_": Ti;.,p-i ii ' :Ong I !. . • T I / ~ — i - L<'L7 i`vttl.9'r'. % i..'!- `-c' _:C='!;Cf% I J - S "— -- L F 6 FLORIDA EXTRUDERS I SAVE RD, ORMA X :/= SELFdrisii= $__ 'TL r TAB r;c SS'S l I ITLEc,EP :GGG/ 1 7G = LLt \Gc JHE c VERT?CAL. MLLLITN IN.-M HrlRIZDiNTAL Ip m alrm l I uue arr as / ' — T r _-1 i _ J r T G J 3) UL i I N JILT.- r;^^_ T ._S AP?30YLD @Y: PiCAL NUt ON TC Co,4,Rc::TE C J.A.U6 y:r ERE 1' X 4'- sFP_atit ?ET>_£ viN w FLAK ES r"'cl; `-'./LESIG;vER SILL (i r.) APPLIES TO WVS d 2^ X -' ;'cE }IJLUGNS AR E USED! j 'YS X 3le fL_F X 3/4 S:Lr' T, ePr:Ni SMS 1 I CO.NC cE I L OR RY I Y .-, TAIT;G SAS r BY OThERS a J^ _ YvSTA._LATIGN ANL U;Z 3/16' EIA • _ x 2 x 1/E = x 2 3/8, Pb CL 1 r _ y Ati^z c4 r. TL MJL _IrJh n ;. I >vE MJLL Y :I t w T- - - --- _. - - - - - Ex, hAL'xs LIr•t r 1=P eNT B TV:£N : j ,' _... +) i l; - DNc. F'!, V?.]L r b 1 - Y-n G S i ALLA `ir C L*' ? T JL aNCESi! f 1 ii1CCR'Y DC• T(ifFt$ i- M,fiLL+ • ', A Vl 7J.o 1. . 1 1'\f i r .TJcer r• ).', y4. 2ENa,pAL y_+•j11 -y, - .+^ ' ,--, _ _ 1c .. > tl: . }j'1')•: I F. i/ 4.Salt .. px1D9 UDFJQ _ `_. •x a _ j- , ."'"'S--Mrti23Y .. ; (.A' (j. x- - 0 SN.' TAPPING i00SMS Df0 Sh. A3 tTTF .. r TApli+` SMS S-IN ANT iXrvEEh SECTION 'A -A (l i r yECT10N 'A -A (2) FLA.4Es .- - - - loin i•. V./IIESIGNER a N.ILIDN IOQC F.V./DESiGNE - 1CC(v P.NJGESIGNER r SILL (TYPJ SILL <TYFJ - t rSILL (TYPE 1 k£ X 2/ 4 SELF k'c X 3/ t S_L7 ! -k8 X ^a/4 SELF TPFPING SMS TAPPING SAS TAPPING SMS ` I- _ I i I X 2 7/ 16 X 1/E 1 X c^ 7/16 X 3/c f 2 X 4 X 3/8 {! ve MIN. x- µTucE litiLLION / TUBE Ml F L12% 1-EHBEDMEN7 2ltpr!-r' SEA.^ANT BETWEEN i W FLAT. ES - L NL L(ON k9 X 3r- SELF TPPPIN Swc HE . =TYP.) SEA -ANT g_TvEEN L muWa: r 12GG ?'•:./' u£S uN=R SEALANT BE EE. j SELL CFYF.'; IN02 LA?•C__ -, b 4+JL'_iC 1 YS f 2/4 $ L_f 1 S'.-. 4NT BETWEEN c 2 Y. 3/ 4 SELF 1 ,Coe,S.H Te-?JNE SMS SEC T IC.,N A -A (4 ae x 3/4 s;'.- TA. SMS P 'r r— iccF. W./=•=SIG!+IEP 2r4 SQL= Sr-_ A. — A t 71 TiQN z A i\, I L+ A 1 FVATIQN VVENED PROM EXTER! Or FLORIDA EXTRUDERSINTERNATIONAL, RIDA TrrLE: 0_1i :j; ji_ r i_ANGCH;'_ i 0 F r T'd71'C .L=NTLL MC°- ION S=C-TiDiNS DPa((-\ BY _,'- I APPROVED BY. TAFi=i SNS f p x I/E U E' MULL?ON SEA_A,l"T SETVEES VIN00': FLANGES L MALION SEA'_ANT BIT`JEEN' U `--4e x 3/c SELF V Ly O•: FLANGES TAPPi,NG SINS L W Lit( :COG S.Y. Ht_AD (I YP.) SEAL%J1T E iV_EN VIN33v FLANGES SECTION A—N. W L WJLLI3,' IGOG :'./CESiGNER FSILL (TYP.) I t2 x 3/4 SELF TA'PiNG SNS I x z 7/16 x 1/e TUBE. MULLION SEALANT BETV£Ei V!N7_V FLANGES L MULLION FE ( 2/4 SSLF S.". TAPPING S:+S S=ALAN! SETV_E%( Cr'T10 I A—. (J V[NGOV FLA.NG=S L KULL13N I-" GO P.V./CESIGVEK SEALANT SETVEEN Sfi.1. (TYZ., VG(COV FLANGE. 1 , r L M,LLti N I APPiM- X < x I / e rnrn I SELL (Ty. I ,-tiR X 3/a SELF TAPPING; SMS 1xExZie TUBE W--iLL:7\ r TYPICAL MULLION TO CONCP E C JAM? APPLIES T,o JALS WHERE I' X 4' a2' X 4' TUSE MULLIONS A".E US_O) CONCRETE OR NASONRY—, EY OTHERS \ ONE Ey Vaer_i BUtR Br Orr., -Rs CENTRAL FLORMA B. O.A. F. e x 34 SELFMANUFACTURERTAPPINGSNS NAME: HEAD (77P.)LOR/D.4 FX`r'RuDERS SECTION A -A (21 MA.S'g'E_11 FH,10, # 6 r IOGS P,V./D_3eGtiER SILL (TYP.) R9 X _/4 SELF iGGfl P.V./DES!GN'_:Q TAPPING SNS l X c 7/15 X 3/e SILL (TYPJr( n=lrKe TUBE MULLION I 3i4 SELF II /' TAPPING St4S SEALANT B£TStEFN VINDOV FLANGE — L K..V.10:+ rc A 41a SELF 1,oe S.w! TAPPING SNS HER? (TYF.) S•TJIQN A —A. 4i IGCG RV./DESIGNER 7 SILL (TYP.) 1 r-RE x 3/4 S r TAPPING ill.,: X 4 x 3,6 2 X 4 x 3/8 TUBE MULLION EE61 __a TAPMN' S_iEV 1NCNCR ( Y=.) EzTERN;.L MULLION I,MSTALLAIIC(t CLIP t. ^_L!4! Q Itj 4L—! 1/4• WN. EHZK L•i'LN T A 1 La x 3/ 4 S: LF APF!:+L SMS Ge C=( -lrj+ G (7) V,EV.EC. FROM --XTE=1GR S.H. _. , .—P. INTERNATIONAL, INC FLORIDA EXTRUDERS INTERNATIONAL. FLORIDA TITLE' C. Y i O10L i 1500 r'!—A = Sr(_r I 1 U; - H llR r 7,1 ,r j..y — I' I J'_ I is •[ .1 :.• ._ L.If _. J. i !DR.&VN EY:'i:,' I AF?fi0'/ED 9Y: 117 +r..Tc•. _. c('.aLE: if)'NG.: !i-•'• i_i 1..... r M I A M I.OAOE M IANII-DAD E COUNTY. FLORA t METRO-DADE FLAGLER BUILDI2 BUILDINC CODE COMPLIANCE OFFI METRO -DADS FLAGLER RUILDG 140 w it FLAGLER sTlturr, surlli 1( MIAMI, FLORIDA 33130.1: PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)375 Premdor Entry Systems CONTMCCOR I.tcENst,vc sF.Cri 911 E. Jeferson, P.O. Box 76 (M)373.2527 FAN(303)375-: Pittsburgh ,KS 66762 CONTILWI'Olt ri\t otzra:an:,v'r n tsi 305) 373.2966 VAN (105) 375-2 rnot>u(.r covritoi. Divisi 105) 375-2702 F VX (ins) 372-6 Your application for Notice of Acceptance (NOA) of Ltttergy 6-8 S-W/E Inswing Glazed Double %v/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Doc County Building Code Compliance Office (BCCO) under*tile conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Building Cede. The expense of SLICII testing will be. incurred by the manufacturer. c" ACCEPTANCE NO.: 01-0314.25) EXPIRES: 0.3/02/2006 Raul ttoangucz Chief Product Control Division THIS 1S THE COVERSHEET, SEE ADDITIONAL PAGES fbR SPECIFIC AND GENER,IL CONDITIONS BUILDING CODE R PRODUCT REVIEW CONINIITTEE 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. 1 P P RO V E D: 06105/200 i ff -_ " Frincisco J. Quintana, R.A. Director Miami -Dade Count, Building Code' Compliance Of1ic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPL'CIFiC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chaptcr 22 not exceed the Design Pressure 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-EW-1, Sheets 1 through 6 of 6, titled "Prcmdor (Entergy Br. 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 Co, 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 ang'.c between the edge of canopy or overhnng to sill is'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the arch nre designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the inmallntion of this unit will require a hum, ar otcction system. S. LABELING 5.1 Each unit shall bear a permanent label with the mnnufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved"'. 6. BUILDING PERMIT.REQUIRVYIENTS 6.1 Application for building permit shall be nccompnnicd by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ofthe 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 on-teial or the South Florida Building Co. SFBC) in order to properly evaluate the install on of this system. Z/ A 2 Manu l Pcrc2, P.E. Product Co C Exam 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 Renewal of this Acccptancc (approval) shall be considered afler a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be -cause for termination of (Iris Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) and granted by this office. Any of the following shall 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 displayed in advertising literature. If any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. f 7. A copy of this Acccptnncc as well as approved drawings and other docunicnts; where it npplics, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection nt the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any Section of this Acceptance shall be cause for ternlinntion and removal Acceptance. 9. This Notice of Acccptnncc consists of pages 1, 2 and this last page 3. END OF'I'iliS ACCEP"ANCE Manu Pcrcz, P.E.; Product Contr :scam Pmdu LP66ntrol Division ss 91 Glazed Units x X0, Ox, OXO i i I XX, OXXO I COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing 2'0" 2'6" 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' 37 + 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" + 17 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" - 3'0" + 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" 3'0" + 3'0" + 3'0" 2'8" + 2'8' COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown In the above Chart also comply under the product approvals shown. 2. Assemblydetails are available from Me Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (w:vw.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, slate or local bui'ding 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, U 0aOak ruff n . 1",r ARkEK'- ssiwikr,r.At{ •.NTkY,I1C nNt Zow.r1i cI;oaunu..:p pnq'am of pip;"n m1p.tr.•Cmtnt m)tlt Ipetdit)tgnt. Cttgn 7np 0•oplm Masonite International Corporation ptt.,i -00 to ENV wg1oN .01ire. r, Glazed Units COP-WL-MA0100-02 FIBERGL.,ASS DOORS 6'8" Height — Outswing 2'0" 2'6" _ X 2'8" 2'10" 3'0" TV COP-WL-MA0161-02 tTin.41.1mmilainnum 02-0418.03 Application Filed) 55.0 WIP1111 NO Not Listed Not Listed Arrangement1 i X0. OX. OXO 1 2'8" + 1'0' Ilife International COP-WL-MA0163.02 t 02-0418.03 Application Filed) t•Rating 55.0 Impact1 NO 2-10' + 1'0" 2'10-, 1'2" J.C" 3'0" + 17 17 + 2'8" + 1'0" COP-WL-MA0164.02 02-0418.03 Application Filed) 55.0 NO I t I IT + 210" + 1'0" 17 + 2'8" + 1'2" l'O" + 2'8" + l'O" 1'0" + 3'0" + 1'0" 17' + 2'10" + 1'2" t 1'2" + TO' + 1'2" 1 2'6" , 2'6" ` 2'6" 2'8" + 2'8" + 2'8" 2' 1 C" + 2' 10" + 2'10" TO' + 3'0" + 3'0" XX. OXXO i 2'8" + 2'8' COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8' 210" + 2'10" TO" + 37 2'6' + 2'8" + 2'6" + 2'6" COP•WL-MA0165.02 02-0418.03 Application Filed) 1 55.0 1 NO J 2'8" + 2'8" + 2'8' + 2'8" 2'10" + 2'10' + 2'l0" + 2'10"— 3'0" + TO" + 3'0" + 3'0" dote: 1. Occr arrangements using fewer panels than win! is shown in the above chart also comply under the product approvals shown. 2. Assembly delails are available from the Masonite International websile (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 1(Minimum design loads for buildings and olher 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 81 PA203. Clak raft AR sir.. I .%%% A,.N I'NY vooHT 04-44•. Gh CH: meKM Ow 'Gnunuoo drootam of pf arvi ;wrpvemnil 1nsket toleit r*oM. atfian m4 arohltl dm:d $Oi..v to C117npa Nilwl Pone. i., o..11.r o.... Masonite international Corporatior. COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing 2'0" 2'6" 02-0423.01 X TV _ COP-WL-MA014"2 (Application Filed) 40.0 NO 2'10" l 3'0' 3'6' Not listed Not Listed I X3. OX, ^:i0 2'8" + 1'0" COP-WL-MA0148-02 02.0423.01 Application Filed) 40.0 NO 2'8" + 17' 2'10" + 1'D" 2'10" + 1'2" 3'0" + 1'0" 1 37 + 17' COP-WL-MA0149.02 02-0423.01 Application Filed) 40.0 NO 1'0" r 2'10'• + 1'0" IT" + 2'8" + 17' t'0" + 2'8' + 1'0" 1'0" + 3'0" + 1'0" 1'2" +2'10" + IT 1'2" + 3'0" + 17 2'6" + TV + 2'6" 2'e" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" 3,C , + 3.0„ + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0147.02 02.0423.01 Application Filed) 40.0 NO 2'6" + 2.8" 2'10" + 2'10" TO" + 3'0" TV + 2'8' + 2'6" + 2'6' COP-WL-MA0150.02 02-0423.01 Application Filed) 40.0 NO i I 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 37 Votes: t. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. i 2. Assembly detai!:: are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. Insta:'aJon ins!ru,.tio^s are 3v3ifable from the t,!asonite International website (www.masonite.com) or from the technical center. Actua: c_sign pressure requirameni for a speci;lc i:uild!ng design 3 geographic location Is determined by ASCE 7 (Minimum design loads for buhdings and other structures). National, state or local bultaing 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. Am Oak aff ARTEK" IiNi'h{'•II(1(lll{ ri.lr`r.1l+wrn„[rv.rrOw, C,' i nv<an,,,eprc;•u,o+o aonirt.p.oRncm:n„esso<:m;:,m•,,ceiy,•:s;,>:::, Masonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing ISinglesI masoj, PMTIT.TTII I• I 1. 2'0" 2'6" 02-0423.03 X 2'8" COP-WL-MA0166-02 Application Filed) 47.0 NO 2'10" 3'0" Not Listed Not ListedTV ArrangementI (6idlh) maso,ie internationai11 I I• Rating Impact 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 02-0423.03 2'10" + 17 COP-INL-MA0168-02 Application Filed) 47.0 NO 37 + 17 37 + 17 1'0" + 2'8" + 17 17 + 2'10" + 17 X0, OX, OXO 1'2" + 2'8" + IT 17 + 2'8" + 17 I + 3'0" + 17 02-0423.03 17 + 2'10" + 17 COP-WL-MA0169-02 Application Fled) 47.0 NO 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" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0423.03 2'10" + 2'10" COP-%VL-MA0167-02 Application Fled) 47.0 NO 3'0" + 37XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0423.03 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0170-02 Application Filed) 47.0 NO 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 8 geographic location is determined by ASCE 7 (Minimum design toads 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 Oakcraff I, ,t AR EK'" l.<I,rr,.tly rIOT FI II•I; KCI, ..SS KN '04Y,000M1 rb+A,.t"w ro.g.0 twt O«r. 0... o.... wii9'roo7 Our tom.mnrp Droprtm of wo0ucl inwo+emMl malts tpttMlWiprlt. Ottpn uN wooucl Masonite International Cor orationP EtIJJ suoltcl to Cunge wolloul MIKt. FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing Singles 1 1 , I1' t t• 1 ,. 2'0" 2'6" X 2'8" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'10" 3'0" TV Not Listed Not Listed — — 1 X0, OX, OXO 1 2'8" + 1'0" 1 1 COP-WL-MA0103-02 i.l 02-0109.10 Application Filed) i• I 55.0 t NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 17 3'0" + 17 17 + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 'IT IT + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 210" + 17 1'2" + 3'0" + 17 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102.02 02-0109.10 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 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. 0akcraff AR EK'" tIHI:Hf LASS t: N'1•H Y,u00HS 4+T..w.tlMrryr(w,.TOw a AD,t 79, 1001 a, W"n ,,moD,OO,em 01D,Ddml nofovmem mites smd-CAWti,(IMP AN D,00tta o.. r D.... Masonite International Corporation dtlod SYORCI to C"not . tw MIKt FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing 1Singles1 Maso lite 1 1.1 1 1' 1 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 MultiplesArrangement1 2'8" + 1'0" I masokieinternationalMiami-Bade• COP-WL-MA0123-02 t 02-0109.09 Application Filed) t• Rating 55.0 Impatt NO 2'8" + 17 210" + 1'0" 2'10" + 1'2" 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 17 + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17 + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 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" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COPAVL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 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 & PA203. 0 Oak aft il. AR EK'" TI.tlur,.flf 1 e AIM t;"GI.A{ f:Nl'M Y,DOO"{ D- AD, A 29. 2002 Masonite International Corporation 00 Com.Oui" Program 01 Product Unoro.tme111 malt( %WdKal ions. deagn )flit Product OVA) tuortc110 c"no( "ithm Mice. FIBERGLASS DOORS Opaque Units 8'0" Height — Inswing tMG9MINDilleInlemationalMiami-EMT, M.1817151111 2'0" 2.6" 02-0109.08 X 2'8" COP-WL-MA0106.02 (Application Filed) 70.0 NO 2'10" 3'0" TV Not Listed Not Listed — — Arrangement X0, OX, OXD 2'8" + 1'D" COP-WL-MA0108-02 Miami -Dade t 02-0109.08 Application Filed) t 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1 2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic. air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 PA202 & PA203. 0 O akcraff AR EK'" nu."o.w AS r:Nrw r,ouortx w..r•.w rwn"ewtOw. m•29. 7002 ou. COnunum0 0100om 01 P00u0 t00rOreMtM Maus SMJK I %, oe f'0" tn0 WOMI Masonite International corporaon atua Subletl m Mr,01 .doom none. FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing 1 1 I . 1 1 I1' I t• 1 1 1 2'0" 2'6" 02-0109.07 X 2'8" COP-WL-MA0126-02 (Application Filed) 70.0 NO 2'10" 3'0" TV Not Listed Not Listed — — X0, OX, OXO Multiples (tvidth) 2'8" + 1'0" I 1 COP-WL-MA0128-02 I1 I 02-0109.07 Application Fled) t•al ng 55.0 Impactue1 NO 2'8" + 17 2'10" + 1'D" 210" + 1'2" 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'D" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'D" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8' + 2'8" 2'10" + 210" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130.02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" 3'0" + 3'0' + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & 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 OOak_raff ARk EK'" k I111'.MGI,A.%S I:N'VY 1)OOK3 T-'_r. (_o— Aa+ 79.7007 Ow Cami..no Oloolenl ofOroOUO irhon a nem mrkn V"diCalons. Oesgn and gro" Masonite International Corporation Otte, sy0ject 10 change "OIlo01 MiKe. X I tlll 1 Unit SINGLE DOOR 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" 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 Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: i 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 April 29, 2002 o...,, o... Om Conenwn or Masonite International Corporation0oortmawoOuo +*olovtmenl mtset soecnKnont. P Otegn am MOW doad 101KI to CNnot wdhoul 11OIKe. XO or OX Unit r SINGLE DOOR WITH 1 SIDELITE s T YP. 6'8" UNIT 8'0" 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 2.112" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) cylindrical and deadlock hardware be installed. Notes: i 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and e10 wood screws or 3/16'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Al 129 ??J2 Matonite international Corporar on nw .on n--; ,ovm w o.w K .:,,•o..mrni m..n tuecnK.w.n oefgn tee PxaCU ONd fu0IK110 (NA9t -~ "mKe. OXO Unit r SINGLE DOOR WITH 2 SIDELITES 6- TYR 6'8" UNIT 8'0" UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2.112" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" t t t t t t t t t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: i 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others• must be anchored properly to transfer loads to the structure. 0 APO 29.20o2 Masonite International Corporation Un tamn.q muqn" ui"ua";:-ca+mmnu.ec rccar.nun•. gt1Nn !W uuqutl anln SuuiK10 :r.nge "a Mud nuke. OXXO Unit r DOUBLE DOOR WITH 2 SIDELITES b- CI- TYP. TYP. o Ty TYP. I ll ll l 11 11 I 11 Il 1 jTYF I 11 11 1 Il if 1 ff 11 f 6.8' 13- t I t f t f i t t f t t r T r r UNIT 8'0' UNIT 5/16- 17.1/8- MAXIMUM ON CENTER TYP. 6 per vertical framing member • Width of door unit plus 1/2" 16 per horizontal framing member • Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. 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 Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: I 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and d10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come Irom 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 Ap,d29.2002 Masonite International Corporation 0., [o w"M 0,00,3m of 0,00.0..o,o.tmMl m)1!t tOKd[dlOnt. dHgn am 010d.0 cMd %0 r ,o 03.0t .,h" MIRt XX ' ' r ' Glazed Inswing Unit APPROVED ARRANGEMENT: 7^ r `_W 0 ° 4" lij Double Door Maximum unit site • 6'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design Is used. 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". r Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant regulrements 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-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 as don 00 00 00 D0 00 100 Series 133. 195 Series 136 Series 822 Series 1/2 GLASS: n DO 0 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series* 12 RA.. 23 RA.. 2e RA. 107 Series' 108 Series 304 Series Series' This glass kit may also be useo in the following door style: Eyebrow 5-panel with scroll r_ Oak raft AR EK" t..l.,,..,rl.•- FII CKGLASS I.'N1'"a' U00"1 —Tk.—l—f—earn 0— April 29. 2002 Masonite International Corporation ow CW1,dmd -0eram 01 Orodun nd•Memenl males smakcalOns. de4l pnaM0100VGoad SACO.0 CMnge wdMN Mt(e XX Glazed Inswing Unit COP•WL-MA0142.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 000o0 <i% ?{z e 404 Series 410 Series 109 Series 111, 120, 122 152 Series 149 Series 300 Series 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 111) 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 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O.ak raft a .1 AR EK'" l.rlul-ele r•O,n I IIIIMr:I A..\ 4n1M\'`I1r 11)M.\ Na,.t.vNiM•eY"l.•Irtps., April 29. o..r,,. o..,, i ry cwmu002Omtemmu+y proerem o1 er00ut1 mprprtmMi msses SpttiliUl9ns. design and proeKl Masonite International Corporation dcla sue m 10 mange ron" W-Ce XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0143-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite 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 reguirtments 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 beett 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 0 0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n 0 00 00 00 00 00 00 105 Series 106. 160 Series* 129 Series' 12 RA.. 23 R& 24 R/L 107 Series' 108 Series 304 Series Series' This glass :A :nay also be used in the hollowing door style: Eyebrow 5•canel wilh scroll Oak raft AR k EK' r. .. M< .. .. r r• nnFMr:n>.. Unr r,unnrr.. uo-.u.v.Ue-N... 1., 0— o. . o• Apul 29. 2t102 Om cormn.m:'-Owlet or moo. 1 4-0 voc.ar etW 1.140 is [e."gt -Mrw ogle XO or OX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: oa oo ` 404 Series 410 Series 109 Series 641 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-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 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EW l..i. ...,, .,• , I, l'N,:,..\ 4'"'r l,l r. 1,1".\ NrrT..vNIM.N..lrrr Oaarr April 29. 2002 M a s o n i t e International Corporation Ow conrmwne moeam o, o,oaon .nmo+anon nuns sacnknons. asgn me aoo n A3TOto cnonee «nnoo, M COP-WL-MA0144-02 Glazed Inswing Unit APPROVED ARRANGEMENT: V FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size • 9T x 6V 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 rerf-Ared. 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: 130 00 00 00 00 00 O0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA., 23 R/L, 2e NL 107 Series- 108 Series 304 Series Series' tips grass kit may also De used in the following door slyte: Eyebrow 5-panel wiut scroll Oak raft AR k EKI' 1.,,.,,..1,1,•- 1,1.OLMI:LA.IA UN KV UUI)N\ D- ADN29.2002 qw conl..-ri moolam or ol000cr •nwo+tmem m.ses sot a"ons. eesron tlb woeuer o.• r o•u. Masonite International Corporation dell, s•oiecl to 0^t ."now nmlce. OX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as an 1 404 series I10 Series 109 Series 11I, 120. In 152 Series 119 Series 300 Series Series APPROVED SIDELITE STYLES: N r 129 Series 200 Series 12R• 12L, 23R, 23L ISO Serles 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, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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 Oak raft AR EW 1• I • s,l l.11u.,..l, I,an 19OL'MaLA\\ L'N'1'MY,UO W% t—T.—te..tl.0 ewtDw. aQEto April 29, 2002 0..: 1, o.... „ . out emllmu"le moeleln of moeun immRmeml (Nits SM111G10ns. ees-on aloe modW M a s o n i t e International Corporation oew suelto to chose .nnoul no1Ke. OXX0 t t / t Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: tf;. till `:7a$:: 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 Maximum unit site • 12'0- x 6'6' Design Pressure 52.0/-52.0 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 bundirlq 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 a0 00 00 0 0 00 100 Series 133. 135 Series 136 Series $22 Series 1/2 GLASS: n OD OD ° 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 RtL 107 Series' too Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR EW 11n1..V I3(1(Io\ Tr.rnl I—,ry I—, Om. rV1A• a - April 29. 2002 o..nl. o.... Masonite International Corporation dui 10mt.u-0001o01M 01 p1WD-010rMMm bl% SDKIIKJWS. ces-Q01M DIOcuC1 cello fu0.111 la (N.0, .. hw nW( OXX0 Glazed Inswing Unit COP-WL-MA0145.02 ' FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 4. 00 00 404 Series 410 Series 109 Series 111, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a a 0 IN 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, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 11 TEST: 1NACCORDATHMIAMI- DADEA202COMPANCITY, 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 Batthazor, P.E. — License Number 56533 Oak raft AR k EW 1 ,1II I: MI:L.\\.\ LIAIM1 ,Il.I1IM• ea.G.v..eM.N„L•.v,Ow Q AOrit 29. 2002 0., Lo l^M ge•oonm orolooun moroeemem"es soeencngns, eesgn.Ig oloeum Mesonite u419 International Corporation dew subject to etternoe worWN wc' XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O.. 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". Double Door Maximum unit size • 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 lot a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify, the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-W L-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: oa as 822 series 1/2 GLASS: 0 ;a as 404 Series 108 Series O akWaff AR EK'" ol rutuar.LAas ¢nr4Y,DOORS ro.7—erghu P.ry D— eV1• . El April 29. 2002 Oo'Coftnu.nci-oe.rn.o O.Oduttmyo+emeMMaes&W.kStonS.deSpnindDroeuct Masonite International Corporation deua s+nrtCt to Change . MW not ce. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 series as2 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Nliami-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 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR4 EW N... eu b"k. A].. LNrn\,Uuu".. ea-T..—.•6—r.0 I. Dr April 29. 2002 M a s O n i t! International C O r p O r B t i O n Out cwmnwnp poprsm or w0dVa mpro.emero makes speedtrons. eesgn Am ppeute peud supra ro enrge .doom nmKe XO or OX 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 37 x 8'0". Single Door with 1 Sidelite Maximum unit size . 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 lot a speri6c,ouilding design and geographic location Is determined by ASCE 7-national. state or local building codes specify the edition reluired. 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: DID 00 00 822 Series 1/2 GLASS: t-,7, a 00 e04 Series 108 Series Oak raff AR EK'-,..- I. .• n It .+ .I rnrn.r.l...... Iiy'IMY,UIIIIM\ r.e...r...,...r«.ryn[w.Oe.., PREM.....rVal? r.,.ic.1..El Alml29 2002 Masonite G G' International Corporation 0w commu.no oro0,an+ of moautr +no.o+emenl males soeolKmons, 00-9. ma MOW ael.d s.v^, .. hinge .illpyl nJl{e a., XO or OX Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: rr a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel; P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADS BCCO PA202 COMPANY NAME City.: ITY. STAiE 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 Lffa F;r"li-ror,!.XWAwvoatAw7K::a,*WeAA State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK" 11lULNI:IAt\ UNY'Ms',U0—S NN•T..rMrM.l.d em.. April 29.2002 Gill co...nyme ""lam of odour morovelrlml mikes SDlcdKalgns. design and olodrrel Masonite International Corporation delld s.Dlln to cdande -m., nol4e Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. tiVA r • O O t T7 Yi177i R Cam: 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 size . 9'0' 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 lot a specific building design and geographic location Is determined by ASCE 7-national. state or local building codes specify the edition recuired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n:-. ao e04 series MI on ao 822 series i 0 108 Series 0 OO akaT— AR EK' a- PtI11t M1:Ln]] L'n'1'MY tl,ln NA r•L.v.. 1•«ryu twe ow. n^A• a p April 29. 2002 o...,„ o.— M a s o n i t e International Corporation Out coromw o ploelsm of pooua n tovement mates soecdcrorts. aesq JM 010ouct at"'t SOOKCI to cnanet witMN nw4t. Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: c 810 Series 300 Series APPROVED SIDELITE STYLES: i 450 Series 852 Series 810 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel. RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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 / &-X3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EW 1:1UIKOLA:\ LN'1'Nl''000N! 1b.T..rw 1.M.pwtnv, Gwn a April 29. 2002 0v Cwmm no p,00.sm of MoueQ mpro.emtm metes soKntucl nions. oet.on and proo 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 nets, sublecl to cNnot wdtom notice OXX0 t t I I Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. Irks dr+t-•ter Q(S i t•LY a .gyp S^; Si i•' ' .. n'. O 0 Double Door with 2 Sidelites Maldmum unh size • 12'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". 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 reculred. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005.02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n ao 404 series am oa oa 822 series i 0 108 Series 0 Oak raft Te e.l AR EK" r.puti..IT Irem 1. I: 1U11'KCLASS L•'r+'1'Mr',UUIIM\ 1—L.r..4 Fa y.0 ewr o— a ' Aprlt 29. 2002 o..me o.... Masonite International Corporation Om com-,."olodom at olodlla.nmoeement mates soecnknons. desgn and mooua dell, s.oleel to 01me w,1WN m"ce. OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: P - 9 810 Series 300 Steles APPROVED SIDELITE STYLES: 450 Series 852 Series 010 Series 900 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). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oa, kt-raft AR EK" 01am urv't'"t'` AU., //)/)CC,,'' aVnrv n" 0 V npra29.2002 OW cMenump oroprlm of pooV-Wo.emtm tt toeC.tSnany, otfpn tn0 Croow Masonite International Corporation oeu: suoitct to entnpe "~ Wt t XX Glazed Outswing Unit APPROVED ARRANGEMENT: o COP-WL-MA0162-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit size . 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 oa r 00 00 00 D00 00 IDo Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R I.23 RA.. 24 RA. 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the lollowing door style: Eyebrow 5•panet with scroll O ak,raff AR k EK" om C." IN l'U.111M,, ba..vNIM.Nu Ent 0- a April 29. 002 0., con.!, 0'"'M010,00VC1 n,on ond"I*ns. design and wodul Masonite International Corporation OeUd 1.0 0110 Cn,nee .OnOW n014e XX 1 ' ' I t I Glazed Outswing Unit ' FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: r as ao toe Series a 10 Series CERTIFIED TEST REPORTS: FULL GLASS: 109 Series 114. 20.122 152 Series 149 Series 300 Series Serles CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR—k EK' PIUUMC:LA]S LPoT"1UU11r1] nb«.A.vtlre..ryr. E r,D— PREMDMA• e o. a•Ir o.... Ap6129, 2002 Masonite international Corporation QM' 0.. nn0 0,00,1n101 0r00uC1 -WO M1.1 rllsltf iWoA ' 0.s. Ots'0n rn0 0r00u0t 11M., 1.01tCl IO Cnsrl0t 01 f XX Glazed Outswing Unit 8104' FIBERGLASS DOORS APPROVED ARRANGEMENT: O O yU"- iu 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 ST Design Pressure 47.0/-47.0 Untied 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•nationat. 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: oa 404 Series am as on 622 Series 108 Series 0 aka, f rr l.rc.l AR EK' I11'I11:M(:IASS LN*I'M\',UUnMS Ibn.T..ynllprrMu tnvT D..n Apll129.2002 Ow eonrnwno woo— of wwo mportmem defeJ %0"c' W crane[ -n l nelte miles SpKnKngns, oasgn +m woou . M a S O n l t! International C O f p O r a t i O n U 4 DPaGAC X GLASS OR A ts e AYAT ADIt 3 aArtAp mc{iDG(mP1 i DamaoTI. KJET/1ME Aa - (A1DNG mR ' FM c 1 1low7illwl i or vom to= I. DOOR, [ppN) DOORS OIQY-0 NM 00155T OF 4JSSTCNB Qbi STIONM). I 25 u I.I. STEEL SIGN MAIID ARM C-40 101 MLwmzIIIC TIN®- 0N PRIMM aMOLYESTER TOPaCOAT TO OO M I STOCS OF STEEL SKIK I 1 SIP LAP JOK I J• TALE U-GAR 20 a ckv. 9m MN. Tun snumN: so d Jr I-//1T• rL= T SMMOM A - A (WE 4 r 1 A ` OPT MAL OUTSIDE IO?ID LDIX r'OSi(gM I MAX DOOR OM - IE-W NVY nNATIONS M A. rv.1 An FONT {RAPE WIM LLV. 1 .3 TAG SORMS w If DOTO6. 1 OA HILL COAINO ON OUTSIDE $MACE (00RR REaRD. " SCREWS 1ItT K OMIatFM N TIT ACT IIfA/ICU) TO NC1OE A FUM IWRSC SWAM HORIZONTAL AMMIS DO NOT MAKM IMF m w OPDOfM1 O St]2M 1/ AOtY1X UTE I wmr I SE[IIOM B-B 2 1 REVISIONS DATE: ECN NO. APPVD: I OESCRI 11/00 - WWW I CITY (1) WAS (2) FOR TRACK BOLT W VIEW t• M. BID STIES ATTACHED to IDII PATENTED IOC{-4nC SKI BOTTOM a CEM= MOIOZONIAL DOOR OKV. Sim fow BRACKET.-0IIO iA] O1G WOOD LAC SMILED LISTED t: DLcc La. IEApG01 a u.E AS M OPEC" I 7,GIRvSTEELWM7LMN. TRACK DOOGI 5` AW TRAaK OtAORT. 4) TNO1ACKETS.mREPORT#9606C LM NP ORACKET T I" IgIILZatTALS' . 20 a U-GARS. O-0YIS N A 1-1-2-1 PAMRm PL TWO U-0MS ON BODOM SECOMM. 01E Y49M ON Ica SECTION. ETC) ba YELLON PRE JAS U r AVNIrMA OVTIONS11m10EK SCR11i 0 I e a mr SaRWs. 1. G MIIiAS IN f NTIIMEDSAT IKS STOP MMLWC 6r Dow emuuR (ID SLR) G MN. CALY. SR2R DO STILE 20 G mv. STEEL offm SAIL MOLDED NSCF UTE REIA TER BRAaRTS/AiTam IO PM DEAD SORW IO 97Rr'S PMl UTC) ANIOCR9 OM 2RIM Ow 1 CFNTO6 ( C-w UO SQa RW7 14 ann0 a 2.• tnlTaa A MN. OOrCnET4 OR 7/IR• lD. Raw i s4•i~ii w cpcNRia. il¢u am rASlnae (at Pat ImunO 91AP uTal [1CAR3 12GCAIV. STEEL TOP ONTO 11MCAL TRACK. ROVER DAQRT. fACN pI MP LAMH 0 I m1 la a rxxv. sTm maEn la¢ 9EEK A1170716. 1" OD. 1ML tL9EA Kam 2' CALV. STEEL. TRACK rASTIM ID G CIV. STm RMJEA 1O1CQ r to'LSRtS R/(.) RIM PANICmM MAT K W *ffOMNW 12 CA CKY. STm TRACK DRACIUMSTam TO CM STILES CAal •/(.. EIAIMWSDRALIO.T ArEAOTD W/(4) NtFA EBUfMOTRUTTED) 10 PIIOIDE A It" TRAM ARICIm TO EAON 9tIQRT.a((SD 9¢ YEfAL SdRWS ANTI14A/B• IAORS 00 ROf sW.1P5PFAOO1RICE.TRAI19O1 SWET METAL Mousam SLWACE 110, 20, WON ONE I/4•KAX DOLT a MITT]/.SIIfi'PrIG UMD. OR TWO 1/4. OM IR,EIS rs IWKp M 9CRT SIM tO BALL STm ROLLER. l4 M I M.V. EACH EEO IOICE WI SORE DamSTILTWAFXPREPARATIONtr AMA Rr On*M SDMM C-O nAWA P 95 E SMfS .4) a0 SHEET 1iTAL 146/ D• IL190E IIANIGf WORM CARMAN PE /2]a22 At (4) 1/4'.3/4• Saf Ounce A' LOOK BAR alr lus NDESIGN LOADS: +24. 0 PSF h -24.5 PSF TAPPIIG SCREWS. Inrv;'appon OUTSIDE III14EMMMON1TIE (SUPPOMC STRUCIVNLCLDEMDS EAcm SIDE TE OF DE FRonM9atAL OF TEST LOADS: +36.0 PSF do -37.0 PSF OF DOOR fto=w FOR 11E BURDOIC OR STRICTURE AND N ACCORDANCE J• TAu . 30 G IYLv. STEEL U-BMtS a.D N A 2-1-2-1 P/.Tlail (1L i-0 u-GARS SnE 9DE BOIL LOCK ENufIS RIM CURRENT BIIRDMC COOLS TOR THE LOADS DATED ON aAKa,a D.n ARIL y0m M WIC Ms OfNWNG M oI A .Aeim IR meaa PART NO.: - ON OOTtOM 9x11aN, a4 u-W ON Nan S ETc} Enal ,,-GAR ATTACIICO 0 NM 1 .•AS//.• L TAPPMG SCREWS WO HERD -AL TRACK. OW LOOK NN 7p00krs'"' . um— saw 00KP.:.. TOLERANCES 312 11*0 SL S b 1600 IDEAL « •5202 R7+ lOO1TI0N. Eid SIDEODOOR+. r A,`iiOV"'0 " r 'r a.. L —L as•.+.A 0 - 1:.03 d Na 1 13-LEI-,EDD fYAKmgGwCL fm Ih 1-SI3-752- 819 Pism o.r OCK 13 G cALv. sIm BOTTOM MACKEY. R," a ` 4e.... Ili Awk4 .NK' A. d1 1. re.. W..I,..A 00 - t. 015 000 - &.005 0000 - t.001 DESCRIPTION: MODEL 6R5T W4 16-0 8-0: 24/-24.5 DESIGN LOAD ORAWN BY: 8mm DATE: 4/18/ 00 SCALE: NTS DWG. ATTACHED WTI (2) /14O/D• 9 M METAL SCREWS. j Z Ol. Ar.,P oev. m - t 1/ 2 CHECKED BY: En9W OATS: 4/18/00 SHEET I OF I SIZE L AIu1aDN WRIT%M a WM WEAERSTRP. / R ejection - DoErsRo s N i101Es. OWC. NO.: 102138 REV. NO. I u 01 U. A 4 MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN 3 QPnONAL Dsa GLASS OR LISTED t ACRYLIC LITFS AVAILABLE8" SECTION 0-9) 20 GA YIN. ENO STOLES ATTACHED TODOOR SIP! WITH PATENTED TOG-L-LOG SYSTEM A BOTTOM tr CENTER). 09 REPORT#9606C F OPIIONAL OlrT510E DYED LOCK El MAIc Doan WIDTH 9•0' e N O / 14x5/8' SHEET METAL SCREWS O 11 1/4"x3/4" SELF j TAPPING SCREWS. i ] 4 GA ENO MNCES VfEW ' 2x6 YELLOW PINE JAMB 12 GA. CAM STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16"xt-5/8' LAG SCREW PER TRACK BRACKET. 2' CAM STEEL TRACK FASTENED TO 12 GA. CAM STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"..5/8- BOLT & NUT OR TWO 1/4. OUL RIVETS. POSITION 4 SLOES) POINT LOOKING ONE 3' TALL x 20 GA U-BAR (50 KSI) PER DOOR SECTION. 25 CA MIN. CAW. STEEL SKIN COATED WITH A BAKED --ON PRWER AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. ENO SLOE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE sN mF 1TaLr LOCK OPTION NOTE I DOORS UP TO 7•-0• HIGH CONSIST OF 4) SECIIONs (SFIOWN). DOORS OVER 7'-0- HIGH CONSIST OF (5) SELTIONS (NOT SHOWN). IB GA (N1iTRMEDIATE HINGE NEW C• Pa REVISIONS V N0. APPVD: DESCRIPTION YWAV OTY (1) WAS (2) FOR TRACK BOLT Y Door 3" TAIL U-BAR HOROZONrAL TRACK SUPPORT BY 20 Cl GAILY STEEL DOOR INSTALLERER (TO SUIT) LJ 3. t -7/8• T 13 Gil CAM STEEL FLAG BRACKET. 16 a Exv.STEELEr.0 TOP EACH FASTENED 1n wooD JAMB WITH 3) 5/16'xl-5/8' WOOD LAG SCRUMS. . UM- DOUBLE TRACK TRACK LOW HEADROOM IS SW LAP JONIS a AVARA13LE AS AN OPTION LA a rulr. ilta Q t T 1' END LOLCE 0o0sALESA- 2S 6 -0 6CAM YCYAL 14 x 2- STEEL TRACK. MIN. TRACK THICKNESS:.m. 9mEEET t (4) 1/4• J/4• rAspWtc SaErs.' 1. a 8-0 88rX: TYP. 2-1/2'x12 GA. GALV. STm TRACK BRACKET. J•DLL . m u GALV. STEM U AR. ONE u AN(4) TRACK BRACKETS PER STDE Put s cnam. EACH U-W AIGOEDr b tIDN 1r0 K/4•a/.• sus TAPPQC 9[YRWs Pa0. SIEE LOGt71011 o 1lKR T BRACKET HORIZONTALTDOODU81KE FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE BL 13 G GLv. STEEL BOITOY LOW HEADROOM OPTION 1 2"a3" LAG SCfii'S GN 2< CENi-cRS. 1" OA. WIN. rIBrtA B L.c S• A OPTIONAL 10 SdIEWWASHERREOUOtED. LAC SCREWS MAY BE COUNTERSUNK ALLARM 0(TRUSCh I LITEWINDOW LATEBUTNOTREQUIRED) TO PROVIDE A SAW MOUNTING t VOM WLEAnotump. SECTION B-BSURFACEHORIZONTALJAMBS00NOTTRANSFERLOAD. STOP MOULDING BY DOOR INSTALLER (TO SLIT) 20 CA MIN. CAM STEEL END STILE 20 CA GALV. STEEL INTER. STILE SECTION A -A (SIDE NLIYT Bx.T/{" PAN HEAD SCREW PSI IIIN. CONCRETE COLUMN : MOLDED OfSIDELQQLffl (10 SCREWS PER LINE) STILE END LITE RETAINER3/8 'x4 SLEEVE ANCHORS ON z4 CENTERS (BOTH INTI C-90 BLOCK OR 2.000 PSI LON. CONLStEIE) OR SNAP LATCH ENGAGES SIM 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 REQUIRED EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK PROVIDE A FLUSHBUTNOTREQUIRSURFACE. INTER. SRLE OUTSIDE MOUNTING Sl1RFACE HORIZONTAL JA1185 00 NOTO HANDLE TRANSFER LOAD. OUTSIDE KEYEDHANDLE 18 Cl CAM STEEL CENTER HINGE FASTENED TO INTER. STILES W {) 14x5/8" SHEET METAL 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO ENO STILES EACH W/(4) t14x5 B SHEET PETAL SCREWS AND 4) 1 4".3/{" SQF TAPPING SCREWS PER END HINGE STI E INSIDE HANDLE PREPARATION OF JAMBS BY OTHERS. ' 2' DU. SHORT STEM. 10 BALL. STEEL ROLLER. Nxnta: Lim— Stow Ottw..ia. qM RAT r aaxr"6MK°A"awc"wmu' isoo TOLERANCES — SECTION C-C „ m'°"° "'r° 'i4 "O"i1 tea .w.'s.a .0 1.03 NOTE 2. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEIEN TS .00 t.015 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF .wu _ RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE j 7/ p 0000 t.001 WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK FLORIDA P. ERFIELD, P.E. //777 7(,'CAL t..w° o..... Dagreea - t 1 t nits ORAWING. NORTHP.E. A P.E. / %/ i Third Argk / NORTH CAROLWA P.E. /23832 l P i.cuo. • - 1+® StatdONS A OuN ANC11YFN5NIn5AR[ N N(>F LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR DESIGN LOADS. +25.0 P.S.F. h -32.0 P.S.F. TEST LOADS: +375 P.S.F. h -48.0 P.S.F. PART NO.: - DEAL 112 "m14 S' ism202312Vtioff45202 t_t ar x,.r DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 OESIGN LOAD DRAWN BY: BMM DATE: 4/18/00 SCALE: HIS 1 DWG. R CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE L DWG. NO.: 102137 1 REV. NO. 1 4 I 3 '4'' 2 ORME I COUNTY BU]:IMIG 'DJv. C IN WL CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number. IS-) y i Date: y) The undersigned hereby applies for a permit to install the following plumbing: Owners Name: ') .(2• Address of Job: 2-0Z bC LQ-j , Cry s-r : 3 j-`I Gl'..dnsAF4 Cr'. ADVANTAGt P UMBING, INC. Plumbing Contractor. P.O. 80)(620027 407) 366-3994 2 0027 Residential:/ Non -Residential: Number Amount Addition, Alteration, Repair Residential & Non -Residential New Residential: One Water Closet Additional Water Closet T 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: By Signing this application I am stating that I am in compliance with City of Sanfo Applicant's Signature S - f e,, 4, /-\cj I ,, Cr--cvr-)00 State License Number ADVANTAQE PLUMPINQ, INC. OVIEDO FLORIDA 3276 -0027407) 366.3994 NQD 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 2, Bakers Crossing, Phase 2, 314 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 authorized for use by the City. The owner hereby grants the City the right to use of the SFR for occupancy until all of the above -referenced project compliance with all applicable development regulations. and deny is in 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 pE.,rmitting 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. Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com Q n 6ujdet, Since 1978 er 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 1(l%einarl 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 personally known to me or who produced their Florida State Identification. Notary Signature NOTAF' : :jt T:+ -i. C' FLORIDA MY^ ..N " t;,N ="I'. ULY26,2006 6250 Hazeltine National Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com Q D-R-HOKMN* 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 l i, APR 0 2 2003 t LI 6250 1-lazcltine National Drive • Slllte 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 CITY OF SANFORD M.ECHANICA.L.PERMIT APPLICATION Permit Numberoz . `1 Date: 4/ -2-9 63 The undersigned hereby applies for a permit to install the following equipment: Owner's Name:--b_f Address of Job:. Mechanical Contractor. - Residential Non -Residential L t k Loamy q "6 State License Number IN CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building -located at 314 CLYDESDALE CIR for which permit 03-00001524 has heretofore been issued on 4/11/03 has been completed according to plans and specifications filed in the office of the Building 2ff'cial r'or t essuance of said building permit, to wit as Si o complies with all the building, plumbing, electrica Zonin and subdivision regulations ordinances of the City of Sanford. and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No tTqE APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES: F' I RE : Inspected Water Cewer Lines In /LOO Dines In Meter Sewer Set ' Tap Reclaimed Water ENGINEERING: Street Drainage ' 1 ,e Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Lights Storm Sewer Driveway Street Work FEES PAID DATE APPROVAL DESCRIPTION DATE AMOUNT WATER - SEWER IMPACT FEES 01- APPLCTN FEE -ELECTRIC 5/16/03 20.00 01- APPLCTN FEE -ELECTRIC 5/23/03 20.00 01- APPLCTN FEE -BUILDING 4/11/03 10.00 01- APPLCTN FEE -MECHANIC 4/30/03 10.00 01- APPLCTN FEE -PLUMBING 4/14/03 10.00 02- ENGNG DEVLPMT FEES 4/11/03 10.00 01- FIRE IMPACT - RESIDENT 4/11/03 59.27 01- LIBRARY IMPACT FEE 4/11/03 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building j ocated at 314 CLYDESDALE CIR for which permit 03-00001524 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 4/11/02 4/11/03 4/11/03 4/11/03 4/11/03 4/11/03 279.61 91.93 12.27 847.00 12.28 1384.00 650.00 1700.00 Dp-' - 1/ x/o OWNER BUILD'NG OFFICIAL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 6/20/03 03-1524 314 CLYDESDALE CIR BAKERS CROSSING D R HORTON MARK - 407466-4366 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. igineering / Fire DPublic Works Utilities Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY 47i-t- REQUEST FOR FI]vAL INSPECTION W16 30250 rDU C I13 SINGLE FAMILY RESIDENCE '& L e-v— DATE: 6/20/03 PERMIT #: 03-1524 ADDRESS: 314BAKERS RSDALEOSSINGIRCIjY OF SANFORD JUN 2 3 2003 CONTRACTOR: D R HORTON PHONE #: MARK - 407466-4366 11 jEI VED 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 _ 9/public Works .V 1Mm & . - a U oning Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 0 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 6/20/03 PERMIT #: 03-1524 ADDRESS: 314 CLYDESDALE CIR BAKERS CROSSING CONTRACTOR: D R HORTON PHONE #: MARK - 407466-4366 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 7 P lic Works p ti'AfteUtilitiesE07 3 (03 Fire C Zoning Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) rf' o CITY •OF SANFORD. FL UTILITIES DEPARTMENT REQUEST FOR FINAL REINSPECT ION DATE ADDRESS 13Zy2>,g.F e CONTRACTOR : Z)• /7z<S" THE BUILDING DEPARTMENT HAS PREPARED A C-.OF 0.- FOR- THE ABOVE LOCATION AND THE INITIAL INSPECTION WAS • DENIED DUE T0. UTILITY RELAT cD ITEMS. THE CONTRACTOR IS REQUESTING A. REINSPECTION OF'RELATED ITEMS AND IS NOV`°r AS FOLLOWS. INSPECTOR sy".'='' r• ri`xc-a.-r c:^c,,.a,rrr._c--:•;:s:,rr-u:, r vim.--,•z;-..a ft CF1PTTFCATE OF (-)f-"(-f TP h NCV Q U-LS'f FOR FINAL E-\ SECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 6/ 20/03 03- 1524 314 CLYDESDALE CIR BAKERS CROSSING D R HORTON MARK — 407-466-4366 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. 15 e ^ %eat Engineering P lic Works i Utilities In-6. w. /Zy/o3 Fire JZoning Licensing CONDITIONS: ( TO BE comPL ETCD ONLY IF APPROVAL IS CONDITIONAL) e e d b ac k-P/ow r-ensz' !`y',/s FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No.3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read theinstrudtions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION Forinsurarice 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 314 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 2, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use it Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): W' or ##.0#0 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 B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of floodug) 0045 E 4/17/95 4117,95 X 24.5 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered i B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. 611. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 NAVD 1988 Other (Describe): _ 812. 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) Ct. 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 being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, AR/AH, ARIAO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or endosure) 48. 3 ft.(m) o b) Top of next higher floor N/A. Ito) a o c) Bottom of lowest horizontal structural member (V zones only) N/A. t.(m) o o d) Attached garage (top of slab) 47. 8 ft.(m) E I o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 47.6 ft(m) E o f) Lowest adjacent (finished) grade (LAG) 46.4 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 47.:' ft.(m) d o h) No. of permanent openings (flood vents) within 1 fL 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 fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: DAVID M. DEFIUPPO LICENSE NUMBER: 5038 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E.-, UTH STREET, STE.180 ORLANDO FL 32801 51fdNATI RE „ J- DATE TELEPHONE 60/03 (407) 426 7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Induding Apt, Unit. Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 314 CLYDESDALE CIRCLE CITY ST&,TE ZIP 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 agenUcompany, 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 (WRHOUT 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 forwhich this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6$ with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ fL(m) _in.(crn) 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 community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C31 only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are cornet to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES 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 community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAassued or community4ssued BFE) or Zone AO. G3. El —I following information (Items G4-C9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I 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 DESCRIP fl,OP1 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 60.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N00'25'30"E A DISTANCE OF 29.73 FEET; THENCE S89'33'46"E A DISTANCE OF 3.38 FEET; THENCE NOO'25'29"E A DISTANCE OF 30.28 FEET; THENCE S89'34'30"E A DISTANCE OF 111.18 FEET TO A POINT ON A NON TANGENT CURVE, SAID CURVE BEING CONVAVE EASTERLY, HAVING A RADIUS OF 75.00 FEET; THENCE RUN SOUTHWESTERLY ALONG ARC OF SAID CURVE A DISTANCE OF 26.29 FEET THROUGH A CENTRAL ANGLE OF 20'04'56"; THENCE SOO'25'30"W A DISTANCE OF 34.25 FEET, THENCE RUN N89'34'30" W 110.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.15 ACRES t. O 6= 20'04' 15' a CERTIFIED TO AND FOR THE L=2' 6.29 R=75.00' CB=S10'28'08"W C=26.16' U V OI 1J W 1, Q W OI O I.lJ L ' CT) i V u 00 a N In o Qa Z ON CL ;0 0 ZZ 0 (13 z 3.38' S89'33'46"E 0 ,o n :.oN A Ln O 0 VI T. z N F-- 0 1 LOT 3 111.18' NON RADIAL S89'34'30"E _ 0 A/C PAD Q 60.0' ONE STORY COVERED CONCRETE BLOCK ENTRY RESIDENCE 4. o FINISH FLOOR ELEVATION=48.31 pG I, o0 rcax 1Q 8 1 V a Ll z POINT OF O` 0a N BEGINNING ' o a POINT OFnp oCOMMENCEMENT NORTHWEST CORNER zomAOFLOT25. NOTE: EXCLUSIVE USE OF: D. R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. 0 ciI w i i l 0 1 25. 5'i — 0 dN89' 34'3'0"W xa 110 00' ao I I LOT 1 PT X O q . e` y m N z W 0V) o a N89' 34'30"W PC = TZ co in Duo << oo In N 02 0 \' S W Q W Q m W' Z C3 ZW5 in °° a z O CL a 0 POINT ON PLAT BOUNDARY LOT 25 NOTE: PHASEa1 PLATROSSBOOK 60. THE FINISHED FLOOR ELEVATION OF THIS PAGES 27-29. STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 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 06-23-03. 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 CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON TI' E " SOUTHERLY LINE OF LOT 2 AS INC N89'34'30W PER PLAT. FIELD DATE:) 4/10/03 SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM40210 DRAWN BY: REVISED: FINAL 6- 23-03 CKB FORIABOARO 4- 10-03 CKB PLOT PLAN 2-17-03 JML TRIAL PLOT PLAN 1-21-03 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATIO14 CONCRETE LB 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 POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AU'FHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET. SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 1"=30' GRAPHIC SCALE 0 15 30 Q FND NAIL AND DISC LB A6393 ( 06/23/03) SET NAIL AND DISC LB g6393 ( 06/2.3/03) O ROD CAP 06/23/ 03)ND LBT 063931RONCNACORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL PUINT ON LINE PCC POINT OF COMPOUND CURVE HEREBY CERTIFY, THAT THIS BOUNDARY URVEY, SUBJECT TO THE SURVEYOR'S NOTES ONTAINED HEREON MEETS THE APPLICABLE AINIMUM TECHNICAL STANDARDS" SET FORTH Y THE FLORIDA BOARD OF PROFESSIONAL URVEYORS AND MAPPERS IN CHAPTER 11317-6, FLORIDA ADMINISTRATIVE CODE URSUANT TO CHAPTER 472.027, FLORIDA Oy FOR yC3 FiTHE FIRM DAVID M. DeFILIPPO PSM#5038 DATE