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305 Clydesdale Cir - BR03-002708 (BAKERS CROSSING) (SFR) DOCUMENTSPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 C13C 055300 PHONE NUMBER PROPERTY OWNER smwvt annuFcc PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR _Dor\ , c o(( MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE i • • L _ 1 s_ - 1 PERMIT # 0a )V 8 DATE %' 0 /'0 1 PERMIT DESCRIPTION PERMIT VALUATIONS SQUARE FOOTAGE c 0 d H CITY 'OF SANFORD ELECTRICAL PERMIT APPLICATION PermlfNuml3er: C)5— '2-179 Date. The undeplonid hereby applies fqr a permit tq i9stall the following electrical: owner Name: 6: 4 4C Address of job: 0 f den-eiat n rc e- (Lof Electrical contractoc, brr of ,T7r,c Residential: WI-. 000 ' Non -Residential: Numbe*r Amount Add ItIon;: Alteration, Repair Res dentist Non -Residential) New Residential: AMP Service New CQmmemlal:s--- MP Service Change O(Zervloe: From WAP service to AMP Service Manufactured Building Other,. 00,scrMIori:q6W6rk,,. 70, 00 Application Fee: 10.00 4 ITOTAL DUE.,,.k;;- By Signing this application I am stating that I am In compliance with City of Sanford Electrical Code. Applicant's Sl9naturb State License Number Uca—GYJJ / : WWAM r rSUI`1 4 p v.1- :1 .-tf:r,'tu•.wi rf!.Vt'X:l, N:. ,'t!Iu:•y.Itr,.,, r. r,'. "'. i :"+•':.>.,.••-;: .. .. Permit 4 : 03 - 2-72 " Job Address: 5 — J p sc'ip ion of WPrk — C-C' HIstorlC Distric{I Zoning: CrrV OF SANFORD PERMIT APPLICATION Date: Value of Work: S Permit Typc: Building • Electrical :' Mechanical Plumbing __ Firc Sprinkler/Alarm Ir Pool _ Electrical: New Service —rt of AMPS ISO Addition/Alteration Change of Scrvicc Temporuy Pole _V-' Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cille. Required) Plumbing/ New Commercial: is of Fixtures # of Water tit Sewer Lines # of Gas lines Plumbinr/ New Residential: k of Water Closets._ Plumblag Repair - Residential or Commercial Orrunnnry Tvne: Residential Commercial Industrial Total Square Footage: Construction Type: p of Storiei: is of Dwelling Units: C'tood zone: (FERIA form requiruci for other. than X) Parcel X: Owncra Name & Addresa: Attach Proof of Ownership a IA -Cal Docriptlon) Z Z Phone: Contractor Name & Address: w G C r{ G " tt.•jnCL' . M - State License Numr be i)`' OCR I J Z •- 7— Phone & Faz: fOI_32 — — 3 Contacts Person: cr t e Phone: yQ7. 3 z/ %S'yvY Bonding Company: .... __. . Address: _ _ -- Mortgage Lender. Addrtsi: _ Lrchhect/ Eneincer: Phonr. Addreia, Fax: Application is hereby made to obtain a permit to do the work and insullations as indicated. I certify that no wink or installanon has commenced prior to the issuance of a permit and that all work will be parfarmod to meet standards of all laws regulating canawction in this jurisdiction. I understand thus : sc;W34' permit mustbesecuredforELECTRICALWORKPLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HF.'`TERS, TANKS, and AIR CONDITIONERS, ctc. 41WNFR'S AFFiDAV IT: 1 rectify that ail of the foregoing information is accurate and that all w%rk will bo done in compliance with all applicable laws regulating construction andzoning. WARNfNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAfN FINANCING, CONSULT WrM YOUR LENDER OK AN ATTORNEY BEFORE REC:ORDMO YOUR NOTICE OF COMMENCEMENT. ON T10E: Inadditiontosherequirementsofthinpermit, there may be additional restrictions applicable to this properry that may be found in the public records of this county, and there may be additional permits required from other governmental cnritics such as water ma nogement districts, state agencies, or federal agencies. Acceptance of pernnit is veritleution th r I will notify the owner of the property of the require u of on Lien w, Fti Signature of Owncr/Agent Uate Stgnaturo of GontM or/Agent Date Print Owncr/ Agent's Nance Print Cunt=torlAgcnt'S N c Signature of Ntriary•$rart of Florida - Hato $iGnature c f Nut State of Ho damTmeo-' Uu!c t iwner/ n,,cnt is „_ Pcriunnnv Known to Mc or API'I. ICATI(.)N APPROVED tiv: Illdg: _...... - tnhial b: Ihtu) unnrsctnr/Agent is Zy",onaily Known to Mc v produced 11) ..... _ uuitni;:.... • ...I; tilincs: Initial & Dwc) r, o• D X O i a 23 to W= ". a y o.b°. c cNv W z 0 2 cn C7 tJ Ngo 0 0 nVO .CD hutial ikitc Spcci.d l ooditinn.<: —_•_ __._......._ ... CITY OF SANFORD PERMIT APPLICATION Permit #: ^Z' Z / Date: Job Address: 91 ki- ts tr11SS 1 r q, Description of Work: 10 Wie Rl w l l wt l-v s'3 s l-"L ' Historic District: 'Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing 1 Fire Sprinkler/Alarm Pool Electrical: New Service —# of AMPS Addition/Alteration Change of Service TemporaryPolc Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines (P Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: . Phone: Contractor Name & Address: ADVANTAGE pi I WRING, INC. tate License Number: Lr 'L f7. Phone & Fax: BOX 620027 Contact Person:Phone: OVIEDOI FLORI BondingCompany: r..,- rw; rnoA Address: Mortgage Lender: _ Address: Architect/ Engineer: Address: Phone: Fax: Application is•hcreby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management tc agencies, r federal agencies. Acceptance of permit is verification that l will notify the owner of the property of the requirement rtda n Law, FS 713. Signature of Owncr/Agent Date Signature of Contractor/Agent Date C MerQ\ Print Owncr/Agent's Name Print Contractor/Agent's Name glltl Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date tt' MARTHA Y. HALL I1$' : OMt+iSSION #CC875840 Owner/Agent is _ Personally Known to Me or Contractor/Agent is K—Personally -z or-,!' ItitS: Fo(uary1, 2004 t •...•Bata nuuNola"; Public Underwritero Produced ID _ ProducedIDi - APPLICATION APPROVED BY: Bldg: Special Conditions: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) r COUNTY OF S[MINOL[ IMPACT FEE Sl'ATEMEHT / ` ISSUED BY CITY 0F SAN[ORD 3TATEMENT NUMBER 103-75630 DATE: BUILDING PERMIT N BER}2_(c_«u_ (CITY) COUNTY NUMBER: UNIT ADDRESS: Lx z 0 TRAF|'IC ZON[L JURISDICTION: SEC: TWP: RXG: PARCEL: SUDDIVICIOH: TRACT,. - PLAT BOOK: PLAT B[OK PAGEx xf' OWNF|< ADDRESS-. (~ , ^ n// ~\'_ -1/ _ /_ APPLICANT NAME: ' ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached Hcuee TYPF US[: Rewidential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER TYPE TOTAL DU[ TYPE DIST SCHEDULE DESC. UNIT OF UNITS OADS ARTERIALS [O-WIDE O dwl unit $ 705.00 1 $ 705.00 OADC COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIDRART CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,304.0O AMOUNT DUE $ 2,285.00 3TATEMENT ' RECEIVED BY: xl_/_(,c/ra^\SIUNATURE: PLEASE PRINT NAME) DATE:: DAT[x NOTE TOTU RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND NCURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR -THE FEE. =0 1 DISTRI2UTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COU1TY HOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERnOHS ARE ALSO ADVISED THAT ANY'RIGfTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF TYE ROAD, LIBRARY SYSTEM AN>)/OR DUCMTIONA'- (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING ' A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY O::., OCCUPANCY. THE RE[UEST FOR REVIEW MUST MEET THE REOUIREMENTS OF THE COUNTY LAXD DEVELO?MENT CODE. COPIES OF THE RULES GOVERNING APPEALC MhY DE PICKED UP, OR REOUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 11()1 [ACT FIRST STREET, SANFORD, FLOR[DA 32771; (407) 665-7474. PhYXENT SEOULD PE MADE TO: CITY OF SAKFORD DUILDINS D[PhRTMCHT 300 NORTH PARK V[NUE PAYMENT SPCULD BE BY CHECK OR MONEY CRDER, AND SHOULD DEF00NC1:-: T||[ STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP i]]"T OF Ti<E NOTlCE. WT||IS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF Aw,,, TT7*T****f*******MSIUGLE FAMILY BUILDING PERMIT`k1=*11'11111|11715** / I1111IIIIIIIIIIOIIIIIIU1111111111p11p111pl1111111111l1111 MARYANNE MORSE, CLERK OF CIRCUIT COURT THIS INSTRUMENT PREPARED BY: Patricia L. Coulton 0. e 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 SEMINOLE COUNTY BK 04986 PG 1257 CLERK'S # 2003152349 RECORDED 08/29/2003 12:03:42 PM RECORDING FEES 6.00 RECORDED BY G Harford ZQ5 CLl of DAL=- P eS-. 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 pproppertyy: Lot(s) 10, 11, 46, 49, 51, and 84 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, 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, F•L 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone it: Address: Fax N: Contractor: D.R. Horton, Inc. Phone H: Fax if: Address: 6250 Hazeltine National 9rive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax 4: Lender: Phone #: Address: Fax h: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(I)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc 0 ito15 awson, s ant ecretary Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 28 day of 2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc elaware Corporation, e a of t- tIacorporation. He/She is personally known to me. Notary Public, State and County Aforesaid I 1 t tgnature FFICIAI. NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2" Notary Seal CF,: 4. C;0;"- IMARYANNE IgLERK OF CIRCUIT COURT I U TY. FLO o CLERKi. UTY CITY OF SANFORD PERMIT APPLICATION Permit # : iT Date: Job Address: c; nn ud Cr Description of Work: a Historic District: Zoning: Value of Work: Permit Type: Building V",Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteraticn Change of Service Temporary Pole Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets at Occupancy Type: Residential Commercial Construction Type: 'b .C, -# of Stories: I Parcel #: Owners Name & Address: 2r IAPt YVt is Contractor Name & Address: l( Phone & Fax Bonding Address NlortgaP Address. Architec Address Replacement _— New (Duct Layout & Energy Cale. Required) of Water & Sew,.r Lines # of Gas Lines Plumbing Repair- Residential or Commercial Industrial _ Total Square Footage: a L j of Dwelling Un2ts: I— Flood Zone: (FEMA form required for other than X) Attach Proof of Ownership & Legal Description) Contact Person:-c3 1t1_1 l.tCz _` L tl I'hone. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commc.ncud prior f(, the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable law.,; rc, plating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT)NI YOi 114 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe r' is ri cation hat I will notify the owner of the property of -.he require me o Florida Lien Law. 13. Signat re of OwneAg697 Date Signa re of Contractor/Agent Date 1.L'vl; lt\, Print Ouu' Agent's PATKK_1A - NOTARY PUBLIC SfATF OF FLORIDAttcAIONNO. DD134330 __. Own Print Contrcc r/Ageij1's Date S PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSiQN NO. DD134330 C'rnrtn ttivf?Kai{t11vt:M jPlhZfid:'RI4nY\26,NM IiON APPRO\ EI) BY: fildl':1/I rl 1Z—?_U3Zoning: Initial & Date) (In tial & Dale) Specia! Conditions: Produced 11) I;tilities: PD: Inaial & Date) (In+tial : Data DSbI 31 CITY OF SANFORD P.O. Box 2847 SANFO RD, FL 32772 PI 1( 0 (407) 330-5630 APPLICATION I ;)12 U"1 II.I"I'Y i IZVICI. A\( ('i )I III! I (1-1)1,1, NAMI ) I A\X 11 (407) 328-7367 N:\\1l +J Acy "o r SI;IZ\AI('f: A\I)I)IZESS fl'c c_y [ 7a _G IVZCc \r.IFCrzi7=C 3 Z.._.L i_I r,uP TURN ON DATE SINGLE FAMILY IZE-SIDENCE MULTI -FAMILY RESIDENCE COMMERCIAL l E _ ovt} C-LCJ = F(X.K Camel }Ln w0f,I<it, -c1 l OI SOCIAL nSECURTI'YlI IQ-p HOMEil OWNER OF PROPERTY D•%. kbr}c;- SYIC — I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUSTPROVIDEPROPERIDENTIFICATIONANDANYOUTSTANDINGCHARGESMUSTBEPAIDAl- THE TIME WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAYALLOUTSTANDINGCHARGES. I AM ALSO RESPONSIBLE FOR MAKING SURE THAT ALL FAUCETS ARE TURNED OFFINTHL- HOME BEFORE THE SERVICE IS ESTABLISHED. THE CITY IS NOT LIABLEFORDAMAGESCAUSEDBYWATEF; FAUCETS OR OUTLETS LEFT ON. I UNDERSTAN T NON PAYMENT OF MY ACCOUNT WILL STOP SERVICE SIGNED;' DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT APPLICATION FEE $ OTHER FEES $ TOTAI- CUSTOMER# LOCATION# _ LAST BILL READ THIS READ CSR I)A'1-1_ Limited Power Of Attorney I hearby name and appoint: Craig Coulton and R62 each agent's of D.R. Horton Inc. _ To be my lawful attorney in fact to act for me and pl'y The Building Dept. of: C j -t, o 'sa i For a residential permit for work to be performed at: c 4- 4111+on Lot # : 5 Subdivision : Cr as S I Y Address: r 17 >>'- _ . : _ = %n,11:, v, 3= And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number 4c-"e,42/ Signature of Contractor This foregoing instru ' e t was acknowledged before me this: Date: C9 1 0 -,;5 _ By: Richard B. Ladd ( Contractor ) Who is personally k own to me. OFFICIAL. i\OTARY SEA State of Florida PATRICIA COULTON NOTARY PU131.IC STATE OF FLORIDA County of Oran COMMISSION NO. DD134330 I , I MY COMMISSION EXP. IULY26,2006 NotaryPublic Signature Notary Seal I - ' D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # m, ''rL SUBDIVISION: BAKERS CROSSING ADDRESS !;r-C,- 7 BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEX CONTRACT CITY OF SANFO BUILDINGAINNTTAL BUILDING PERMIT SUBMITTAL REQUIREMENTS 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: a Foundation plan indicating 6oter sizes bar or all baring walls. Provide side view details of these footers with rein b. Floor plan indicating interior wall partitions and room identification, room dimensions, ridindoor, window, s decks and stairs. Bathroomr opening sfixturc andoke detector, location(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. FinishfloorelevationheightasperCityEngineeringDepartmentor subdivision plat. ns to be used in the structure. Bearing d, Cross sections of nil wall sectionon-bearing Inter and exterior. Show all components of wall section. e Framing plan for floor joists where conventionally framed. Plan toindicatespan, 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. g Stair details with trend and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h, Square footage table showing footages: S F. Garages/Carports — S.F. Porch(s)/Entry(s) S.F. Patio(s) Conditioned structure S.F. Total (Gross Area) 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: n. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Snnford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6, Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the app)ication. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND 'UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic bearbs - columns- cells 6. Rough electrical 7. Rough mechanical 8. 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 4DATSIGNATURE. By Owner or Authorized gent) 1A Q>X C O TRQ - Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install: Contract Number PUCHASERS NAME A`ID ADDRESS Addresss' City/State/Zi --- Phone C Email INSTALLATION ADDRESS: L Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and }ustify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will warrant 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 GOVERN THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date ustomer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 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: I 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 maintained for the LIFETIME of the identified property subject to the terms and conditions of this agreement for - - ..,I i per quarter (3'mo 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 area(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 areas) batted. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. 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 WARRAITTES. OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. Customer expressly walves and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. lt Is the ity f all SENSITIVITY/PHYSICAL FACTORS: Customer understands consult a physician If necessary regarding 11any oAffecta the Property treatment guests, and/or other temporary or permanent occupantsda may have and (2)lt Is their ps prior to treatment regarding any allergy or responsibility to notify Apex writing not Less than two (2) y s, dust, pollen, en, respiratory illness, or other condition that may be activated or exacerbated by the products and or sensitivityconcerningodortechniques utilized by Apex. GENERAL TERMS AND CONDITIONS r understands that the general terms and conditions are hereby made part of this contract an Byspecificreferencehereto, the Custome nents apple without exception. COMPONENTS. The 1, at DOWELANCO OWNERSHIP OsE RICre ndNwisremaln to property of DowElan o. The Cuitomeromer thas snohrights lto Anyofhe of the Sentricon "System ( Components) Components, and the Purchasermaynotalter, remove, or modify the components In any way, other than the right to their use as Installed by Apex ontheCustomer's premises under this agreement. Its representative are authorized by the On expiration or termination premises Agreemehe nt, Apex sand other And owEInnents contained thereineo or n Customer tofor appropriate disposition. retrieve from the Custom 3, If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System of a. Apex will: ( 1) so notify the lonshi (note2)offer Conventional Customer iiquidibarrier" methoof tdeof termite control mr using a different aynottoferrAnreffectivetordiscontinuingthe relit p( not fer a different means of controlling certain termite Infestations of certain structures. In such event)Ap(3jif the Cutomelr and (Apex (Part) s) form of termite protection, and therefore may have to discontinue the relationship, agree on use of a different form of termite protection, glue the Customer credit for service paid for but not yet received;If Ape% (4)if the Customer elects to din amount a equal totionshi the paidfor servicesnnotyet received,ot offer tandIve a( S)retrieve or advise Do Ifferent-form of termite pElancco'or refund to the Customer q Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; ( 1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)etther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ement covers the Structure(s) Identified herein as of the date of the Initial installation. ADDITIONS AND/OR ALTERATIONSThisAgrePriorto; (1)the Structure(s) being structurally modlfled, altered, or otherwise changed or; (2) to any termlt[cide being applied on or close to the location of anyStation, or; (3) soil Is removed or added around the foundation, or, (4) any tampering•of baiting equipment or suppfies occurs, CAdditionalwill services iately because notify nyApex Alter tion, tAdditilon, oroothersufy ch event,writing may be provided. events bylisted Ap x AtAbove theCustomers Agreement. expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICEApexwillexerciseduecarewhileperformingany work hereunder In avoidance of damaging any part of the Customer'sproperty, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work IsperformedexceptthosedamagesresultingfromgrossnegligenceonthepartofApex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may Ithout notice, terminate thisAgreementandpursueallotheravailableremedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowedbylawduringtheperiodofanydelinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERAI3ILITY. Venue foranyandall legal proceedings shall be In Brevard County, Florida. If any part of this Agreement is held to be Invalidorunenforceableforanyreason, 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 fuellor mi+terials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other net 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)termite damage resulting from masonry failure or grade alterations; 3)tcrmite 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 commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all the provisions of the Uniform Arbitratlon Act As In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida At the offices of Apex or Its designee. The arbitrator will have the complete power to determine ail 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 arbitration shall be conducted on an Individual basis, and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the Arbitratlon proceedln'g. 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 linbiltty 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 claims 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 Property for any purpose contemplated by this Agreement, Including but not limited to re-inspectlon, whether the Inspection was requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. Th's Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After this Initial 12 (twelve) month period, Customer may transfer or Assign this Agreement with a M transfer fee payable to Apex within 30 thirty) days of thetransferofthetreatedProperty. Trademark of DowElanco Brevard Area Orlando Area TampalSArasota Area 508 S Ptumosa St: 7006 Stapoint Ct. #G 5314 Fnulkenburg Rd N Merritt Island, FL 32952Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407. 858-0540 813-221-2847 800-929-2847 888-764-2847 877-459-2847 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address: Bow GLy0E57-DAL-E G( E Permitting Office: City, State l7 l 30=n- 3 Permit Number: Owner: -D Q . o Jurisdiction Number: Climate Zone: Central 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 (112) 7. Glass area & type a. Clear - single pa' b. Clear -double ne,'' c. Tint/other SH' C - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a.Xoncrete, 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 _ I a. Central Unit 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 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, 28.0 112 _ 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: t-Q DATE:0 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. Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap: 42.0 kBtu/hr _ HSPF:8.50 _ Cap: 50.0 gallons EF: 0.86 _ PT, _ 4 ,fI;E STar o+ rrlll . `` •`„ a BUILDING OFFICIAL: PLANS ,2 f 1" 9, :=D DATE: CITY OF ce ? r 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 a 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 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 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , " PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer .As -Built Points: 40014.E 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 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®1FIaRES'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, Int Insul, Exterior 3.0 1026.0- 3888.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28:0 ' 2:00- 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'2001 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 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio 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 + Hot Water Points Points Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15946 '-` - 3278 _----r---10256 29480 13503 4147 10495 28145 PASS y o4 TxE BTq O. e 00 WE EnergyGauge"' 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 comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits; chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed; box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltratioriregts 606.1.ABC.1.3 . Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. J- 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeO/FlaRES"2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. 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 (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. Wall 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 Cap: 42.0 kBtu/hr _ 1 _ SEER:12.00 _ 4 _ b. N/A Yes _ 1967 ft2 c. N/A 222.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ 0.0 ft2 _ HSPF: 8.50 _ 0.0 ft2 b. N/A R=0.0, 202.0(p) ft _ c. N/A 14. Hot water systems a.: Electric Resistance Cap: 50.0 gallons _ R=3.0, 1026.0 ft2 _ EF: 0.86 _ R=11.0, 28.0 ft2 _ b. N/A R=11.0, 302.0 112 c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2005.0 ft2 _ 15. HVAC credits PT, _ 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) og-fM SrgT in this home before final inspection. Otherwise, a new EPL Display Card will be completed ,, o based on installed Code compliant features. i a c OBuilderSignature: Date: 4•a 310 a Address of New Home: Gt-yVFC 1-LE C-i 2. City/FL Zip: !IJIVCN21> - F(_ "3oL} C0D 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 EnergyStarTudesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: 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 3274"206 Phone: (407) 831-2665 Project• • For: D.R.HORTON Notes: Design Information Weather: Orlando -AP, FL, US Winfar Design Conditions Outside db 38 OF Inside db• 70 OF Design TD 32 OF 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 Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 33617 Btuh Structure 24414 Btuh Ventilation air 0-cfm -- Ventlation 990 Btuh Ventilation air loss 0 -Btuh - Design temperature swing 3.0 OF Design heat load 33617 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 24896 Btuh Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft') 1967 1967 Volume (ft') 15736 15736 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.5 HSPF 0 Btuh @ 47°F 0 OF 1383 cfm 0.041 cfm/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 Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.057 cfm/Btuh 82 % wrightsoft Right -Suite Residerdial" 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACC% E:1Fi1es\0R HORTON 2002\196511965.rsr Page 1 RIGHT-1 CALCULATION PROCEDURES A, B, C, D t 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 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 W 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 ftz Total window = 28.5 Btuh/ftz and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 W 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 ftz Total window = 8.0 Btuh/ftz and door area Procedure C - Latent Infiltration Gain - 0.68 x43 gr/Ib moist.diff. x 105 cfm = 3100 Btuh rroceaure 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 Bold/ftallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. v „ wr1(9htsoft Rigtd-Suite Residential^- 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACC% E:%FilesU)R HORTON 2002%196511965.rsr Page 1 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 MANUAL J: /th La. 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 111heat/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 I Clg ft') Htg I Clg ft') Htg Clg 5 Gross a 14B 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 f 0.0 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 d 0.0 0 0 0 0 0 0- 0 0 e 0.0 0 0 0 0 0 0 0 0 f- 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0 glass doors NE/NW 39.4 80 3152 3' 1261 0 0 0 0 Cooling . ENV 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 1 0 0 0 0 0 Horz 0.0 0- 0 1 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 1221 546 0 0 7:0 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 73 48 151 56 partitions d 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 0 001 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 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 28.51 8.0 260 74001 2081 75 2135 600 18 5121 144 01 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 Duct loss 10 9A 3056 10 GA 805 10 OA 133 10 OA 58 15 Total loss = 13+14 33617 8853 1467 640 16 Int. gains: People Q 300 5 1500 0 0 0 0 0 0 Appl. Qa 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 Duct gain 10 2219 10 464 10%, 113 10oA"" 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 131531•'• 364 289 60 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr 9htsOi t Right -Suite Residential- 5.0.64 RSR26016 2002-Febr28 18:59:12 4CC-', E:\Files\OR HORTON 2002\1965\1965.rsr Page 1 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 IVIAIV VAL J: rtn to. 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 ft 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 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heat/cool TYPE OF CS1 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg I Clg ft') Htg I Clg ft') 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 f 0.0 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 d0. 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 Horz 0.0 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 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 148 4,6 2A 104. 4719 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 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 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 Infiltration a 1 28.5 8.0 32 911 256 16 455 128 161 455 128 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 *A 423 10°/ 192 10% 289 10 OA 187 15 Total loss = 13+14 4658 2117 3179 2056 16 Int. gains: People ® 300 1 300 0 0 0 0 0 0 Appl. Q 1200 0 0 0 0 0 0 0 J1375 17 Subtot RSH gain=7+8..+12+16 2711 1250 1601 Less external coding 0 0 0 Less transfer 0 0 0 18 Duct gain 10 271 10° 125 10°/ 160 10% 19 Total RSH gain=(17+18)•PLF 1.00 2982 1.00 1375 1.00 1762 1.00 20 Air required (cfm) 192 169 87 78 131 100••••85 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr j"tsOft Right -Suite Residential* 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACC', E:1FilesM)R HORTON 20021196511965.rsr Page 2 RIGHT-J WORKSHEET y 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 MANUAL J: rth LA. 1 Name of room FAMILY KITCH/NOOK BTH 2 Length of exposed wall 33.0 ft 18.0 ft 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft 4 Ceiings Condit. Option 8.0 it heat/cool 8.0 ft heat/cool 8.0 I'll heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg ft') Htg Clg ill) Htg I Clg 112) Htg Clg Htg Gg 5 Gross le 14B 4.6 2.1 264 144 0 •••• Exposed 12C 2.9 1.9 0 0 0 •... walls and 13C 3.2 1.2 0 0 0 .... partitions 0.0 0.0 0 0 0 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 0 0 0 10 0 0 d0.0 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 NE/NW 39.4 0 0 0 0 0 0 Cooling ENV 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 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 Net 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 28.5 8.0 54 1537 432 33 939 264 0 0 0 13 Subtotal loss=6+8..+11+12 5839 gg 183 Less external heating 0 0 0 Less transfer 0 0 0 14 Dud loss 10°/ 584 10°f 366 10% 18 15 Total loss = 13+14 6423 4022 201 16 Int. gains: People Q 300 4 1200 0 0 0 0 Appl. Q 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 5127 W26 240 Less external coding 0 0 0 Less transfer 0 0 0 18 Dud gain 10%•••• 513 10% 383 10 24 19 Total RSH gain=(17+18)•PLF 1.00 5640 1.00 4208 1.00 264 1•••• 20 Air required (dm) 264 320 165 238 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr j"t50ft RightSuite Residential^' 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACG. E:TilesU)R HORTON 2002\196511965.rsr Page 3 AL RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH WEIR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 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 2.0 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 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 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 4.2 BTH j, wrightsoft Right -Suite Residential- 5.0.0 RSR26016 2002-Feb-28 18:59:12 E:1FilesM)R HORTON 20021196511965.rsr Page 1 i 4• porn ou to rool cp ipn-Ight 3• troth du I to roof cop L scale :1/8"=1'0" Must have a nininun clearance or 4 inches around the air handler per the State Energy code. All duct has on r=6 Insulation value. i z m i O cn (U O W LLj NQ 0 r6 z 0 o u o C ,D L, GN Gl U Rating zO a, CD W > z o z w 3 J Q F m F Q J O 7 Q !Y Cn0-J(n00 i MIC MiTeke February 17, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, Fl. 33331.4627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or. sheets covered by this seal : I4421382 thru I4421415. Total : 34 drawings. Job DR1965E Builder D.R. HORTON Location BAKERS CROSSING, LOT 251 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) 34 Truss drawing. 2) Truss In. 49 —, February 17, 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 DR1965E Trusses included=34 0,"\DR1965E\a.tre" 14421382 1,"\DR1965E\a1l.tre" 14421383 2,"\DR1965E\al1g.tre" 14421384 3,"\DR1965E\a13.tre" 14421385 4,"\DR1965E\al5.tre" 14421386 5,"\DR1965E\a17.tre" 14421387 6,"\DR1965E\a19.tre" 14421388 7,"\DR1965E\a7.tre" 14421389 8,"\DR1965E\a9.tre" 14421390 9,"\DR1965E\b7.tre" 14421391 10,"\DR1965E\b9.tre" 14421392 1 1,'1DR1 965E\cl.tre" 14421393 12,"\DR1965E\cgAre" 14421394 13,"\DR1965E\d.tre" 14421395 14,"\DR1965E\d3.tre" 14421396 15,"\DR1965E\e.tre" 1 4421397 16,"\DR1965E\e3.tre"- 14421398 17,"\DR1965E\eg.tre" 14421399 18,"\DR1965E\fg.tre" 14421400 19,'1DR 1965E\j.tre1. 1 4421401 20,"\DR1965E\j3.tre" 14421402 21,"\DR1965E\jg.tre" 14421403 22,"\DR1965E\jg1.tre" 14421404 23,"\DR1965E\jg2.tre" 14421405 24,"\DR1965E\k.tre" 14421406 25,'1DR1965E\1.tre" 14421407 26,"\DR1965E\11.tre" 14421408 27,"\DR1965E\124.tre" 14421409 28,"\DR1965E\127.tre" 14421410 29,"\DR1965E\rn.tre" 14421411 30,"\DR1965E\s.tre" 14421412 31,"\DR1965E\s1.tre" 14421413 32,"\DR1965E\s2.tre" 14421414 33,'1DR1965E\s4.tre" 14421415 N0. 4 5161 O : STATE OF , t January 27, 2003 WARNING - VerVfy design parameters and READ NOTES ON THIS AND REVEI:SE SIDE BEFORE USE. Design valid tot use only with MRek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss d eslgner. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponslblllly of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu" 0S7-88 Quality Standard, OSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Rocommendatlon available from Truss Plate Institute, 593 D'Onofrla Drive. Madison, WI53719. ono® M11 MiTek® 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, property 1securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each u c other. WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; , ; 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 4. Unless otherwise noted, locate chords laces Po at I/4 panel length(' 6" from adjacent joint.) 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 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. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothers unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. CLIP FORM018, 019 aAwG-INA1L ® NMRO.Alp@ A lrlb Truss Truss Type Qty Ply HORTON 14421382 DR1965E A ROOF TRUSS 10 1 optional) S.CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:03 2003 Page 1 7-1-3 13-6-10 20-0-0 26-5-6 32-10-13 40-0-0 41-0-p r- 1-0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1.3 1-0-0 Scale • 1,67.7 5B = 5.00 F12 516 - 5.6 4 6 2.4 2.4 1v 3 7 2 8 filead 1 3a 14 13 -2 11 10 3.8 = 3.4= 34= 318= 34 3.4= 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y : [2:0-4-2,0-1-81,[4:0-3-0,0-3-01 [6:0-3-0,0-3-01 18:0-4-2,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.75 7ert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 rert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WB 0.76 tiorz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 195lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D --OP 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 Harz 2=-224(load case 5) Max Uplift2=-1017(load case 4), 8=-1017(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=-371•1, 8-9=14 BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11=2826, 8-10=339(t WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy, category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1017 lb uplift at joint 2 and 1017 lb uplift at joint 8. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembrol,e Pines, FL 33331. 1 [7 4 LOAD CASE(S) Standard P. t : No. 4 5161 O hSTATE OF r...• ANAL AWARNINO - Ver[fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotpoto Wn 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 elector. 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•68 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 593 D'Onofrlo Drive, Madison. WI53719. MiTek® Symbols Numbering System AGeneral.Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C? C3 other. o WEBS J5 cc WEBS 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 1/6" from outside edge of o 0L 0 at 1 oint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices 1 at / 4 length(+ 6" from ca c, Cr panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice its to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PAO erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIPNELFORM016. 019 HYDRO,AIIR0 1 hb Truss Truss Type Oty Ply HORTON 14421383 DR1965E A11 ROOF TRUSS 1 1 optional) 6CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:03 2003 Page 1 i1-0-p 5-9-14 11-0-0 17-0-0 234)-0 29-0-0 34-2-2 40-0-0 11-0-P 1-0-0 5-9-14 5-2-2 6-0-0 6-0-0 6-0-0 5-2-2 5-9-14 1-0-0 Scale • 1:88.6 54 = Sx6 = Sxe = 3.4 = 4 5 8 7 5.010 F12 2<,' 2xd i 3 8 2 9 10 - 1 lg US = 15 14 13 12 11 3x8 = 3x8 = 3xe = 3.4 = 3,6 = 3.8 = 11-0-0 20-0-0 29-0-0 40-0-0 11-0-0 9-0-0 9-0-0 11-0.0 Plate Offsets X Y : [2:0-4-2,0-1-81, [4:0-3-0,0-2-41, [5:0-3-0,0-3-01,[7:0-3-0,0-241, 9:0-4-2 (1-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 rert(TL) -0.66 11-13 >715 BCLL 0.0 Rep Stress Incr YES WB 0.98 fiorz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deb = 360 Weight: 192lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D --OP CHORD Sheathed or 2-5-8 oc pudins. 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 REACTIONS (lb/size) 2=1951/0-8-0, 9=1951/0-8-0 Max Horz2=134(load case 4) Max Uplift2=-963(load case 2). 9=-963(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=-3129, 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 ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001: 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B: partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 963 lb uplift at joint 2 and 963 lb uplift at joint p i 13 9. `9 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ,. ( IC • i _ y` Q :•.• LOAD CASE(S) Standard i No. 4.5161 STATE OF o co R11.• 0 L AWARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorpora6m 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 lesponslbility of the erector. Additional permanent bracing of the overall structure Is the. responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® 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.. 8 TOP CHORDS 2. Cut members to bear tightly against each other, O J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate ZC3o „ Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of o d ° at joint locations. truss and vertical web. 0 oat/4 4. Unless otherwise noted, locate chords lices length(' len th 6' fromuHpanel ad acent oint.0 1 joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE 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. t 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HMPO,AIR0 b Truss Truss Type Oty Ply HORTON 14421384 DR1965E AT 1G ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 i1-0-0 5-9-14 11-0-0 15-6-0 20-0-0 24-6-0 29-0-0 34-2-2 40-0-0 41-0-0 r- 1-0-0 5-9-14 5-2-2 4-6-0 4-6-0 4-6-0 4-6-0 5-2-2 5-9-14 1.0-0 Scale • 1..68,6 5x8 = 5a = 516 = 2x1 II 3x4 = 4 5 6 7 8 500 12 3x4 , 3x4 3 8 2 10 aa1 11' lad 5x12 i 18 17 16 15 14 13 12 4x8 = 20 II 44 = 7x8 = 4x8 = 7.8 = 44 = 2.4 II 5-9-14 11-0-0 14-3-0 20-0-0 25-9-0 29-0-0 34-2-2 40-0-0 5.9-14 5-2.2 3-3-0 5-9-0 5-9-0 3-3-0 5-2-2 5-9-14 Plate Offsets X Y : [2:0-5-5,0-2-81, [4:0-5-12,0-2-8[, [5:0-3-0,0-3-01[8:0-5-12,0-2-81, 14.01-0 0-4-8 J 16:0-4-00-4-8 LOADING ( psf) SPACING 2-" CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.97 Vert(LL) 0.62 15 >757 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.88 15 >539 BCLL 0.0 Rep Stress Incr NO WB 0.90 1iorz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 246 lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.1D 'Except' --OP CHORD Sheathed. 5- 8 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-2-8 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=3417/0-8-0, 10=2754/0-8-0 Max Horz 2= 1 36(load case 4) Max Uplift2=-1714(load case 2), 10=-1374(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-7690, 3-4=-7153, 4-5=-8112, 5-6=-7469, 6-7=-7469, 7-8=-608.2, 8-9=-5464, 9-10=-6021, 10-11=17 BOT CHORD 2-18=7057, 17-18=7057, 16-17=6609, 15-16=8042, 14-15=6453, 13-14=50!il, 12-13=5525, 10-12=5525 WEBS 3-18=108, 3-17=-500, 4-17=289, 4-16=2583, 5-16=266, 5-15=-814, 6-15=-333, 7-15=1444, 7-14=-1401, 8-14=1771, 8- 13=301, 9-13=-530. 9-12=108 NOTES ( 6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. iE 13 4 4) Porol id0e mechanical connection (by others) of truss to bearing plate capable of withstanding 1714 lb uplift at joint 2 and 1374 lb uplift at I •••/ _ Special hanger(s) or connections required to support concentrated loads 2268.21b dowr, and 1161.61b up at 14-3-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. No. 4.5161 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 e1 Uniform Loads (plf) 0 STATE OF ; ! Vert: 1-4=-74.0, 4-8=-74.0, 8-11=-74.0, 2-10=-20.0 4 ConcentratedLoads (lb) Vert: 16=-2268.2 d R ID V• S aJUAL A WARNINO - VerVy design parameters and READ NOTES ON THIS AND REVEll SIDE BEFORE USE. Willis Design valid for use only with MiTek connectors. This design is based only upon parameh5rs shown, and is fof an Individual building component to be Installed and k/aded vertically. Applk;ablBty of design parameters and proper Incoipotatk.n of component is responsibility 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 responsibility of the erector. Additional permanent btacing of the overall sttuctute is the responsibility of the building designer. For general guidance tegording tobtkatbn, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification. and NIB-91 MiTek® HandlingInstolllnqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Crnofrb Drive, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1314 *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 Ja owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each 7 other. o JS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate ZC3O Qjoint cf and embed fully. Avoid knots and wane plates I/B" from outside edge of o a4. at joint locations. truss and vertical web. a o Unless otherwise noted, locate chords lacesP at /a length(+ 6" frompanel 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 Mitek Holdings, Inc. CLIP FORM018,019 GANG -MAIL (V HYDRMAIR® I A. Ihb Truss Truss Type Oty Ply HORTON 14421385 DR1965E A13 ROOFTRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 11-0-q 6-9-14 13-0-0 17-8-0 22-1-0 27-0-0 33-2-2 40-0-0 tLo-? 1-0-0 6-9-14 6-2-2 4-8-0 4-8.0 4-8-0 6-2-2 6-9-14 1-0-0 Scale • 1:66.6 54 = 3.4 = 3.4 = 516 = 4 5 6 7 5.00 12 Jxa !- 3x4 3 6 d 2 6 0- is 34 = 17 16 15 1< 13 12 11 3x8 = 2.4 It 3x6 = 34 = 3.4 = 3,11 = 3.8 = 2.4 II 6-9-14 13-0-0 20-0-0 27-0-0 33-2-2 40-0-0 6-9-14 6-2-2 7.0-0 7-0-0 6-2-2 6-9-14 Plate Offsets X Y : [2:0-4-2,0-1-81, [4:0-3-0,0-2-41[7:0-3-0,0-2-41, [9:0-4-2,0-1-8) LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.72 Vert(LL) 0.33 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(T'L) -0.52 14-16 >910 BCLL 0.0 Rep Stress Incr YES WB 0.61 liorz(TL) 0.18 9 n/a BCDL 10.0 Code FBC2001 st LC LL Min I/deft = 360 Weight: 206 lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D -rOP CHORD Sheathed or 2-9-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D 130T CHORD Rigid ceiling directly applied or 5-1-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1951/0-8-0, 9=1951/0-8-0 Max Harz 2=-154(load case 5) Max Uplift2=-930(load case 4). 9=-930(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14. 2-3=-3810, 3-4=-3144, 4-5=-2923, 5-6=-3291, 6-7=-2923, 7-8=-3144, 8-9=-3810, 9-10=14 BOT CHORD 2-17=3483, 16-17=3483, 15-16=3262, 14-15=3262, 13-14=3262, 12-13=3262. 11-12=3483. 9-11=3483 WEBS 3-17=128, 3-16=-640, 4-16=807, 5-16=-532, 5-14=75, 6-14=75, 6-12=-532, 7-12=807, 8-12=-640, 8-11=128 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupanc./ category II; exposure B; partially,MWFIRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 930 lb uplift at joint 2 and 930 lb uplift at joint 9. 8C145) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.` V p,E I eqLOADCASE(S) Standard l I t ' No. 4 5161 Y STATE OF s 0 L WARNING - Ver(jy design parameters and READ NOTES ON THIS AND REVERIE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporatkm 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, quallty control, storage, delivery, etectlon and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 MiTek® Handling Installina and Bracing Recommendation available from Truss Plate Institute. 583 D'C)nofrlo Drive, Madison. WI $3719. mumb vhg esGenev(d savew mafts PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t1/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c a other. o WEBS J5 Er 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 from outside edge of o_ 2 ° at joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chordsplices at I14 length(' 6" from ce 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, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 010G-rung O MYDRO,A/RO 1 6. lob Truss Truss Type Oty Ply HORTON 14421386 DR1965E A15 ROOFTRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 1-0-p 7-9-14 15-0-0 20-0-0 25-0-0 32-2-2 40-0-0 41-0-p 1-0-0 7-9.14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1-0-0 Scab • 1.68,a 5.6 = 5.00 F12 3- = Sd> 4 5 6 Sd i 3 SIB 7 e 2 8 916dl •_ yq 3. = 13 12 11 10 US = 2.4 It 5.8 = 5.8 = 2.4 11 7.9=14 15-0-0 25-6-0 32-2-2 40-0-0 7-9-14 7-2-2 10-C-0 7-2-2 7-9-14 Plate Offsets X Y : (2:0-4-2,0-1-81, j3:0-3-0,0-3-41, (4:0-3-0,0-2-41, j6:0-3-00-2-4j 7, f0-3-0,c)-3-41, (8:0-4-2,0-1-8j (11:0-4-0,0-3-01, 12:0-4-00-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.27 12 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.66 11-12 >720 BCLL 0. 0 Rep Stress Incr YES WB 0.87 liorz(TL) 0.17 8 n/a BCDL 10. 0 Code FBC2001 st LC LL Min I/defl = 360 Weight: 199 lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D 'Except' -FOP CHORD Sheathed. 1-3 2 X 4 SYP No.1D, 7-9 2 X 4 SYP NoAD 130T CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/ size) 2=1951/0-8-0, 8=1951/0-8-0 Max Horz 2=-1 74(load case 5) Max Uplift2=- 959(load case 4), 8=-959(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3712, 3-4=-2926, 4-5=-2706, 5-6=-2706, 6-7=-2926, 7-8=-371 2, 8-9=14 BOT CHORD 2-13=3399, 12-13=3395, 11-12=2849, 10-11=3395, 8-10=3399 WEBS 3- 13=147, 3-12=-767, 4-12=677, 5-12=-231, 5-11=-231, 6-11=677, 7-11=-7(i7, 7-10=147 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 959 Ib uplift at joint 2 and 959 lb uplift p at joint 5) Truss Engineer: Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. J •'••• 'It F %( •'•% i 4L •; LOAD CASE( S) Standard No.45161 STATE OF s%niai:• AWARMNO - Ver- My design parameters and READ NOTES ON THIS AND REVEJVZ SIDE BEFORE USE. Mom® Design valid tot use only with MiTek connectots. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded velf Ically. Applk:ablllty of design parameters and proper Incotporatkm of component is responsibility of building deslgnet - not truss deslgnet. Bracing shown is tot lateral support of Individual web members only. Additional tempototy 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 lobtk: atbn, quality control, storage, delivery, erection and bracing, consult OST•68 Quality Standard, DSB-89 Bracing Spectflcatlon, and HIB-91 MiTek® Handling InstalllnqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onoftlo Drive, Madison, WI63719. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property tCenter 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.. 8 TOP CHORDS 2. Cut members to bear tightly against each c2 Q other. 0 WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 „ Q va ' ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations. truss and vertical web. o a 4. Unless otherwise noted, locate chord splices 4 length(* 6" from Cf. at panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 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. practices to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 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 FORM016, 019 HMJ;0.A1R0 iob Truss Truss Type Qty Ply HORTON 14421387 DR1965E A17 ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:05 2003 Page 1 i1-0-0 6-1-3 11-6-10 17-0-0 23-0-0 28-5-6 33-10-13 40-0-0 41-0-p T 1-0-0 6-1-3 5-5-6 5-5-6 6-C-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale • 1:68,6 54 = 5.8 = 5 8 5.00 12 3A S 3.4 4 7 5 8 5.6 3 8 2 8 1 10i d a 3.8 = 16 15 14 13 12 11 3.8 = 3.4= 316= 3.8= 3.4= US 3.4 = 8=9-14 17-0-0 23-0-0 31-2-2 40-0-0 i 8-9-14 8-2-2 6-0 0 8-2.2 8-9-14 Plate Offsets X( ,Y): f2:0-4-2,0-1-81,f3:0-3-0,0-3-01, (5:0-3-0,0-2-41, f6:0-5-12,0-2-81. 8f .0-3-0 0, 3-01, f9:0-4-2,0-1-81 LOADING (pso SPACING 2-M CST DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 1/ert(TL) -0.51 11-13 >921 BCLL 0.0 Rep Stress Incr YES WB 0.71 liorz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 st LC LL Min I/deft = 360 Weight: 208 lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D -FOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D 130T CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2=1951/0-8-0, 9=1951/0-8-0 Max Harz 2=194(load case 4) Max Uplift2=-984(load case 4), 9=-984(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3806, 3-4=-3512, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3512, 8-9=-3806, 9-10=14 BOT CHORD 2-16=3475. 15-16=3028. 14-15=3028, 13-14=2494, 12-13=3028, 11-12=3028, 9-11=3475 WEBS 3-16=-316, 4-16=438, 4-14=-722, 5-14=613, 6-14=-0, 6-13=613, 7-13=-722, 7-11=438, 8-11=-316 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001: 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 984 lb uplift at joint b 9. 5) Truss Engineer: Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. ........ LOAD CASE(S) Standard yLP No. 4.5161 0 =; TATF OF = cuss/o R1,0M, UWZ A WARNING - Ver(jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mllek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. 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. Additiona' temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent IoNcing of the overall structure is lho responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OSl-88 Quality Standard, DSO.89 Bracing Specification, and HIB-91 n available from Truss Institute, S83 D'Onofrb Drive, Madison, WI63719. Handling Installing and Bracing RocommondatlaPlate MiTek® 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. ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c a other. o J5 Q 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o ¢jointX and embed fully. Avoid knots and wane plates/e" from outside edge of o a y at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at 1/4 length(+ 6" from u C, u panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall 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, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 H=RO,AfR® lob Truss Truss Type City Ply HORTON 14421388 DR1965E A19 ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:05 2003 Page 1 s1-0-0 6-9-3 12-10-10 19-0-0 21a3.0 , 27-1-6 33-2-13 40-0-0 1-0-0 6-9-3 6-1-6 6-1-6 2-0-0 6-1-6 6-1-6 6.9-3 1-0-0 Scale • 1:68,6 Sae = Sd = 5 6 5.00 12 Jaq 3x4 4 7 Se 56zZ 3 8 2 8 3x8 = 1B 15 14 13 12 11 3.8 = 3.4 = 3.6 = 3.4 = 3.4 = 34 = 3x4 = 9-9-14 19-0-0 21-C-0 30-2-2 40-0-0 9-9-14 9-2-2 2-0.0 9-2-2 9-9-14 Plate Offsets (X Y): (2:0-4-2,0-1-81, (3:0-3-0,0-3-0), (5:0-3-0,0-2-4IJ6:0-3-0,0-2-4) 8f0-3-0,cQ-01,9:04-2 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.36 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 FBC2001 Matrix) st LC LL Min I/defl = 360 Weight: 203 lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D 'FOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D 130T CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. WEBS 2 X 4 SYP No.3 1NEBS 1 Row at midpt 4-14. 7-13 REACTIONS (lb/size) 2=1951/0-8-0, 9=1951/0-" Max Harz2=214(load case 4) Max Uplift2=-1008(load case 4), 9=-1008(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 34=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3573, 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 (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001: 120mph; h=18ft; TCDL=4.2psf; BCDL=S.Opsf; occupant/ category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1008 lb uplift at joint 2 and 1008 lb uplift at joint 9. pjDF- 1 rJ4/ 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. V•' 4; LOAD CASE(S) Standard e. No. 4 5161 STATE OF r Z O R ONAf. A WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVEK3E SIDE BEFORE USE. Design valla for use only with MITek connectors. Ihb design Is based only upon parameters shown, and Is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper IncofpoiotI,)n 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 elector. Additional permanent brbcing of the overall structure Is the. responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-8a Quality Standard, DSB-89 Bracing SpecMicatlon, and HIS-91 MiTek® Handling Installing and Bracing Recommendation ovollable from Truss Plate Institute, 583 D'Onofrla Drive. Madison, WI53719. SG(gnwd sa v Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t1/4 *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 cz other. O , J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o QZ joint and embed fully. Avoid knots and wane plates I/8" from outside edge of o 0. ' _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6"fromFL-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 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. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 an vn'-w.a ® f7MjQ0141111P® Job Truss Truss Type Qty Ply HORTON 14421389 DR1965E A7 ROOFTRUSS 1 2 optional) CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:06 2003 Page 1 i1-0-0 3-9-14 7-0-0 13-6-14 20-0-0 1 26-5-2 33-0-0 , 36-2-2 40-0-0 41-0-0 1-0-0 3-9-14 3-2-2 6-6-14 6-5-2 6-5-2 6-6-14 3-2-2 3-9-14 1-0-0 Scala • 1:68,6 46 = 7xP = 44 = 5.00 Fl2 4 5 6 7 8 2.4 2.4 i 3 e 2 10 111vd1It Ulf = 16 15 14 13 12 3.8 = 3.4 = 516= 3.8= 5d= 3.4 = 7-0-0 1 13-6-14 1 20-0-0 26-5-2 33.0-0 40-0-0 7-0-0 6-6-14 6-5.2 6-5-2 6-6-14 7-0-0 Plate Offsets X Y : f2:0-4-2,0-1-81, [4:0-4-0,0-344J6:0-4-0 0-4-81, f8:04-0,0-34 10:0-4-2 0-1-8 13:0-3-00-3-4 15:0-3-00-3-4 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.93 Vert(LL) 0.94 14 >500 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.96 Vert(TL) -1.09 14 >432 BCLL 0. 0 Rep Stress Incr NO WB 0.74 liorz(TL) 0.24 10 n/a BCDL 10. 0 Code FBC2001 st LC LL Min I/deft = 360 Weight: 430lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D 'Except' 'rOP CHORD Sheathed or 3-6-8 oc puriins. 4-6 2 X 6 SYP No.2ND, 6-8 2 X 6 SYP No.2ND 130T CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. BOT CHORD 2 X 4 SYP No.2D 'Except' 13-15 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 2=3875/0-8-0.10=3875/0-8-0 Max Horz 2=-92(load case 5) Max Uplift2=- 2516(load case 2), 10=-2516(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-8441, 3-4=-8545, 4-5=-12386. 5-6=-13791, 6-7=-13791, 7-8=-12386, 8-9=-8545, 9-10=-8441, 10-11=14 BOT CHORD 2-16=7643, 15-16=7951, 14-15=12386, 13-14=12386. 12-13=7951, 10-12="643 WEBS 3- 16=299, 4-16=685, 4-15=4852, 5-15=-1698. 5-14=1540, 6-14=-991, 7-14: 1540, 7-13=-1698, 8-13=4852, 8-12=685, 9-12= 299 NOTES (8) 1) 2- ply truss to be connected together with 1 Od Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. ir, n Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. ..•.•.. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98 per FBC2001; 120mph; h=18h; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gabl V` .• end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. t 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2516 lb uplift at joint 2 and 2516 lb uplift at No. 4.5161 joint 10. 6) Girder carries hip end with 7-M end setback i 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 470.91b up at 33-M. and 603.21b down O : STATE OF and 470. 91b up at 7-M on bottom chord. Design for unspecified connection(s) is delegated to the building designer. ' R 8) Truss Engineer: Junaidie Budiman• PE#45161. Address: 16472 Segovia Cir. N., PembroF.e Pines, FL 33331. •••Q LOAD CASE( S) Standard ONaI. 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. this design Is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designei. Bracing shown Is for lateral support of Individual web members only. Addltlono temporary bracing to Insure stability duiing construction is the responsibility of the erectot. Additional petmonent brbcing of the overall structure Is INN responsibility of the building designei. For general guidance tegaiding tabilcotlon, quality control, storage, delivery, erectlon and bracing, consult OSl'-88 Quality Standard, DSB-80 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' Dnolilo Drive, Madison, WI53719. MiTek® y ao s HumberMg system AlGenerW Safety Notes 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, property securely seat. Ye J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each C? other. 0 WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i „ ; , ; Q joint and embed fully. Avoid knots and wane plates/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 /4 length(' 6" frompanel 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 MITek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTOTHE 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 FORM016,019 P"RO,AIRO IDR1965E IA7 FL Truss Type ROOFTRUSS LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-74.0, 4-8=-154.2, 8-11=-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads (Ib) Vert: 16=-603.2 12=-603.2 2 o ti 5.000 s Sep 4 2002 14421389 2003 9 i I7r Gl No. 4 5161 bb iSTATEOF AWARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERE SIDE BEFORE USE. Design valid tot use only with MITek connectots. This design Is based only upon parameters shown, and Is dot an Individual building component to be Installed and loaded vertically. Applicability of design patametets and proper Incotporatk>n of component 6 responsibility of building designer - not truss deslgnet. Bracing shown Is dot lateral support of Individual web members only. Additional tempotaty bracing to Insure stability duting construction Is the responslblllty of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building deslgnet. For general guidance regarding tabtloatlon, quality control, storage, delivery, election and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendatlon available hom Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI5371 G. MiTeko Humbwhg SyOem AMen(STa0 savew Naas PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/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 c 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/B" from outside edge of o_ a ° u at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP I/4 length(* 6" from C, C6 at 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. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. GeneralPtY 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, 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 MiTek® engineer. 15. Care should be exercised in handling, IIIIIIIIerection PANEL T~ and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 OAfYG-NAJL ® MMRO-AIR ® i , lab Truss Truss Type Qty Ply HORTON 14421390 R1965E A9 ROOF TRUSS 1 1 optional 4CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:06 2003 Page 1 i1-0-0 4-9-14 9-0-0 14-6-0 20-0-0 25-6-0 31-0-0 35-2-2 40-0-0 41-0-p 1-0-0 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 - 1:88.6 54 = 5x6 = 3x4 = 516 = 3x4 = 5,00 12 4 5 6 7 8 2x4Z\\ 2x4 i 3 6 2 10 EE3Ig 3x8 = 17 16 15 14 13 12 Us = 3.8 = 46 = 3.4 = 3.4 = 4i 6 = US = 9-0-0 16-4-0 23-8.0 31-0-0 40-0-0 i 9-0-0 7.4-0 7-4.0 7-4-0 9-0-0 Plate Offsets X( ,Y): 12:0-4-2,0-1-81, (4:0-3-00-2-4), [6:0-3-0,0-3-01f8:0-3-0,0-2-4)J 10:0-4-2 0-1-81 (16:0-3-0,Edge) LOADING (psf) SPACING 2-M CSI UEFL in (loc) I/defl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.79 Vert(ILL) 0.51 15 >933 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 FBC2001 1 st LC LL Min I/defl = 360 Weight: 195 lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 \VEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/ size) 2=1951/0-".10=1951/0-8-0 Max Horz 2=-114(load case 5) Max Uplift2=- 997(load case 2), 10=-997(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=-332.3, 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=4389, 12-13=431s9, 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 (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 997 lb uplift at joint 2 and 997 lb uplift at joint p 10. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. _ •,,.....,,.• .'" V•'LQ 1 rC• LOAD CASE(S) Standard No. 4 5161 t O STATEOFSNAL A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Addltbncl temporary bracing to Insure stability during construction Is the tesponsiblllty of the erector. Additional petmonent bracing of the overall structure Is the tesponslblllty of the building deslgnet. For general guidance tegording fabrbatbn, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, 056.89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Dttve, Madison, Wl53719. MiTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS J5 3. Place plates on each face of truss at eacha4*For 4 x 2 orientation, locate 0 6 Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of o_ a y V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I14 length(+ 6" from ce panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE 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 befter 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. CLIP FORM016.019 MANG-NAIL ® MYDRO,AIR® Job Truss Truss Type Oty Ply HORTON 14421391 DR1965E B7 ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:07 2003 Page 1 1 0 0 3-9-14 7-0-0 11-2-15 15-4-1 19-7-0 1.0-0 34.14 3.2.2 4-2-15 4-1-3 4-2-15 Scala • 1:34.4 US 3,e 11 SA = 4 564 = 5 7 5.01) 12 2.4 c 3 z 3yd1 11 10 0 3.8 3.4 = 30 = 7d = U4 It 7-0-0 11-2-15 15-4-1 19-7-0 7-0-0 4-2-15 4-1-3 4-2-15 Plate Offsets X Y : 2:0-" 0-0-03:0-0-00-0-0 4:0-2-00312 5:0-" 0-0-0 6:0-0-0 0-0-07:0 0 0 0 0 0 9:0-2-0 0-4-8 LOADING (psf) SPACING 24)- 0 CSI OEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.16 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.58 Vert(TL) -0.19 10-11 >999 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(fL) 0.05 8 Na BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 127 Ib LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 335 oc purlins, except end verticals. 4-7 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 'Except' 7-0 2 X 4 SYP No.2D REACTIONS (lb/size) 8= 19621030, 2=1803/0-" Max Horz 2=238( load case 4) Max Uplift8=-1327(load case 2), 2=-1124(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 34, 23=3707, 3-4=-3555, 4-5=3464, 5-6=-2334, 6-7=-2334, 7-8=-1838 BOT CHORD 2-11= 3331, 10-11=3313, 9-10=3461, 8-9=103 WEBS 3-11=-63, 4-11=777, 4-10=178, 5-10=84, 5-9=-1365, 6-9=-629, 7-9=2701 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. pp i 3) Provide adequatedrainagetopreventwaterponding. 13 4) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 1327 lb uplift at joint 8 and 1124 lb uplift at + ••........• 2. IIF/' joint 5) Girder •'yL4; carries hip end with7-0-0 end setback ; 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 470.91b up at 7-0-0 on bottom chord. •' Design for unspecified connection( s) is delegated to the building designer. ,. # 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. No. 45161 LOAD CASE(S) Standard • * " + 1) Regular. Lumber Increase= 1.33, Plate Increase=1.33 O•:• STAT Uniform Loads (plf) •. •`a Vert: 1-4=-74. 0, 4-7=-154.2. 2-11=-20.0, 8-11=-41.7 •.C Q R r••••''i` Concentrated Loads ( lb) VS Vert: 11=-003.2 /ONAL A WARNINO - Verjfy design parameters and READ NOTES ON TBIS AND REVERSE SWE BEFORE USE. Design valid tot use only with MITek connectors. 11his design Is based only upon parameters shown, and Is for an individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incotpotatbn of component Is tesponsiblBty or 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 btiicing of the overall structure Is the responsiblIlty of the buldhg designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Mate institute, 583 D'Onotrb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1314 *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 cz a other. O WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of O a ° at joint locations, truss and vertical web. o a o 4. UnIIess otherwise noted, locate chord splices at /4 length(+ 6" from u C, 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 AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. Is the 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, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, T~ 1100 PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 MYDRO,AZRa Job Truss Truss Type Ory Ply HORTON 14421392 DR1965E 89 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:08 2003 Page 1 1 0 0 4-9-14 9-" 14-3-8 19-7-0 1 0 0 4-9-14 4-2-2 5-3-8 5-3-8 Scab • 1:34.4 4.e = 3x8 = 2.411 4 5 6 5.00 12 2x4 3 2 ED B 12 3x'r — SxB = 2x4 II 3x4 = 9-0-0 14-3-8 19.7-0 9-" 5-3-8 5-3-8 Plate Offsets MY): : 9:0-2-12 03-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc). Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.05 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.16 2-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.03 7 Na BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 102lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-9 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=898/0-3-0, 2=1001/0-" Max Harz 2=306(load case 4) Max Uplift7=-506(load case 2), 2=516(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1570, 3-4=-1216, 4-5=-1122, 5-6=0, 6-7=-190 BOT CHORD 2-9=1428, 8-9=890, 7-8=890 WEBS 3-9=336, 4-9=111, 5-9=286, 5-8=104, 5.7=-1105 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 506 lb uplift at joint 7 and 516 lb uplift at joint 2. p 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard •: G l F I pq• y No. 4.5161 STATE OFO` S'•a" 114 0 R 1008-9.9SNAL A WARNDVO - ver1fy design paramscers and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. Design valid lot use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responslbl0ty of building designer - not truss deslgnet. Bracing shown is for lotetal support of Individual web membets only. Addttlonal temporary bracing to Insure stability during construction is the tesponslblllty of the erector. Additional permanent brbeing of the overall structure is the iesponslbBlty of the building designer. For general guidance regarding fobilcollon, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSI.89 Bracing Specification, and HIS-91 Handling Installlnq and Bracing RocommerWallonavaltable from Truss Plate Institute, 893 D'Onohlo Drlve. Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73 2. Cut members to bear tightly against each c2 other. o WEBS JS a: WEBS Place plates on each face of truss at each For 4 x 2 orientation, locate o QM3 ' ; joint and embed fully. Avoid knots and wane plates/e" from outside edge of o a ° V at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chords laces at 114 len th + 6" from cy panel adjacent oint. 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.refor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. Is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to 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, PN TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 Na ® MYDRO,AIRO Job Truss Truss Type Oty Ply HORTON 14421393 DR1965E Ct MONO HIP 1 1 o tional QCCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:10 2003 Page 1 1-" 1 4-9-14 9.0-0 14-4-0 1-0-0 4-9-14 4.2-2 5-4-0 Scars • 1:25,6 44 = 2.411 4 5 171 5.00 12 2.4 3 2 30 7 e 1w = Ls = 9-1-12 14-4-0 9-1-12 5-2-4 Plate Offsets MY): : 2:0-1-8 0-1.8 4:0-5-4 0-2-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) 0.03 7 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(fL) -0.15 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 72 lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7 3-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=747/0-1-8, 6=664/0-1-8 Max Harz 2=306(load case 4) Max Uplift2=-399(load case 4). 6=-366(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1023, 3-4=-613, 4-5=-0, 5.6=-192 BOT CHORD 2-7=940, 6-7=577 WEBS 4-7=305, 3-7=-409, 4-0=-715 NOTES (6) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 2 and 366 lb uplift at joint 6. \9 tS I3 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. _......••.. 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. lC41 G ••; LOAD CASE(S) Standard ;' No. 4.5161 t0STATEOF 0RIo'*-I s.r.e.ess1`_ AWARN1N0 - Verify design parameters and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for on individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the elector. 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 btactng, consult QST-Ida Quality Standard, DSI-89 Bracing Specification, and HIB-91 Handling Installing and Bracing RecammendatlonavaRRote ablefromTrussInstitute, 563 D'Onohb Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cz Cr other. o WEBSNJ5Q3. 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. ON I 4. Unless otherwise noted, locate chords lices Pcaat /4 length(+ 6"fromVopanel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. is the responsibility of truss fabricator. GeneralPY WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 MMRO,AlR® Job Truss Truss Type Qty Ply HORTON 14421394 DR1965E CG FINK 1 1 optional) ACCUSPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:11 2003 Page 1 1-0-0 4-3.5 7-6-0 10.8-11 , 14-4-0 1-04) 4-3.5 3-2-11 3.2.11 3-7-5 Sour• - 1:25.1 4,e = 4 S.6o F1 2- U4 5 3 6 2 la 34 = e e 7 10 3.4 = 30 = 5-4-3 9-7-13 14-4-0 5-4-3 4-3-10 4$3 Plate Offsets X Y : 2:0-15 0-0 8 6:0-0-1 0-0-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.13 2-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(fl-) -0.16 2-8 >999 BCLL 0.0 Rep Stress Ina NO WB 0.31 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) list LC LL Min Well = 360 Weight: 74 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-10 oc puriins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1481/0-2-1 (input: 0-1-8), 6=1454/0-2-0 (input: 0-1.8) Max Harz 2= 1 12(load case 4) Max Uplift2=-923(load case 4), 6=-841(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-2519, 3-4=-2348, 4-5=-2192, 5-6=-2318 BOT CHORD 2-9=2301, 8-9=2301, 7-8=1534, 7-10=2062, 6-10=2062 WEBS 3-8=316, 4-8=1024, 4-7=776, 5.7=-147 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupant/ category II; exposure B; partially,MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) WARNING: Required bearing size at joint(s) 2, 6 greater than input bearing size. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 923 lb uplift at joint 2 and 841 lb uplift at joint 6. p,E 13 D/ 5) Special hanger(s) or connection(s) required to support concentrated load(s) 750.71b down and 512.91b up at 3-1-4, and 766.01b down and .. l F569.61b up at 11-8-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. •• .•`Q 'Q 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. `y fr r; LOAD CASE(S) Standard * :•• 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 NO. 45161 Uniform Loads (plf) Vert: 2-0=-20.0, 1-4=-74.0, 4-6=-74.0 d Concentrated Loads (lb) to 0 • uY,tijE OF •, ; Vert: 9=-750.7 10=-766.0 • • `V fiss ZoR 1DO.O. ONAL AwARNDVO - Veryk design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and b for an individual building component to be Installed and boded vertbolly. Applicobllly of design parameters and proper Incorporation of component Is responsibWty of building designet - not truss designer. Bracing shown is for latetal support of Individual web members only. Addlbnal temporary bracing to Insure stability duiing constiuctbn Is the tesponsibBlty of the elector. AddRlonal permanent brbcing of the overall structure Is the iesponslbplty of the building designer. For genetal guldance tegarding fobtbatbn, qualty contioL storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSI.89 1rocing Specification, and HIS-91 Handling Installlnq and Bracing Recommendab atlonvollabfrom TrussPlate Institute, 583 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * 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 a other. 0 WEBS JS cc 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , tQ joint and embed fully. Avoid knots and wane plates from outside edge of o_ d V at joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chordsplices length(+ 6" from u C, u at 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 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 rCB 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, oe" 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 ? M erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016, 019 JfMR0,A1R b Truss Truss Type Qty Ply HORTON 14421395 R1965E D ROOF TRUSS 3 1 optional) 2CCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:12:06 2003 Page 1 1.0-0 448-0 16 = 9-0-0 4-6.0 1-0-0 Sca* 1a 1-1-8 0-10-10 1,2r0, 4-8-0 8-0-0 9-0-0 0-10-10 0-1-6 3-4-8 3-6-0 1-041 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.03 2 408 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert( I-) 0.06 1 210 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(fl-) 0.00 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 34 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=506/0-3-0, 6=497/0-1-8 Max Horz 8=68(load case 4) Max Uplift8=-345(load case 4), 6=338(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 23=-257, 3-4=-256, 45=28 BOT CHORD 2-8=164, 7-8=164, 6-7=164, 4-0=164 WEBS 3-7=-129 BRACING T OP CHORD Sheathed or 6-" oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 8 and 338 lb uplift at joint 6. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. LOAD CASE(S) Standard rst'! tE BUD r No.45161 ,k O STATE OF A WARNING - ver j V design pasamecers and READ NOTES ON TBW AND RE VERSE SWE BEFORE USE. Design valid for use onty with Mflek connectors. Thb design Is based only upon paramoters shown, and Is for an individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component b iesponslbWty of building designer - not truss designer. Bracing shown Is for blest support of Individual web members only. Addltbncl temporary broetng to Insure stability during condurctbn 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-68 Quality Standard, DS8-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing BecommondallonavaBabte from Truss Plate institute, 583 D'Onofrb Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. A" TOP CHORDS 2. Cut members to bear tightly against each cz c other. o WEBS rt 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O 3 , -QA joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a X at joint locations. truss and vertical web. of a 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from ce o panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall 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, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 HMR0,41R0 IDR196SE ID3 ROOFTRUSS Qty I Ply HORTON 14421396 1-0-0 3-04 3-0-0 64 = 0 3-0-0 8'a 1-0-0 la 1-0-0 3-0-0 6-0-0 8.0-0 9-0-0 1-0-0 2-0.0 3-0.0 2.0-0 1-0-0 Plate Offsets MY): 2:0-2-15 0-1.8 3:0-3-0 0-1-44:0-3-00-2-9 5:0-2-15 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.04 8-9 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.57 Vert(TL) -0.08 6 >161 BCLL 0. 0 Rep Stress Incr NO WB 0.04 Horz(fL) 0.00 7 Na BCDL 10. 0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 36 lb LUMBER TOP CHORD 2 X 4 SYP No.2D 'Except* 3-4 2 X 6 SYP No.2ND BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 13RACING TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (Ib/ size) 10=583/0-8-0, 7=583/0-" Max Harz 10=52(load case 4) Max Upliftl0=- 402(load case 4), 7=-402(load case 5) Max Grav 10=597(load case 6), 7=597(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-253, 3-4=-159, 45=-253, 5-6=28 BOT CHORD 2-10=170, 9-10=170, 8-9=159, 7-8=170, 5-7=170 WEBS 3- 9=-94, 4-8=-94 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. p 3) Provide adequate drainage to prevent water ponding. `9 i [7O/ 4) Providemechanicalconnection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 10 and 402 lb uplift at joint +•••. i ., 7. 5) Girder carries hip end with 3-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 70.51b down and 55.01b up at 6-0-0, and 70.51b down and •' • " 55.01b up at 3-0-0 on bottom chord. Design for unspecified connections) is delegated to the building designer. * Y; 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. 1 No. 4J 161 1 LOAD CASE( S) Standard •• 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 O.9 STATE OF tt: Uniform Loads ( plf) (t '. •` `V Vert: 13=- 74.0, 3-4=-80.2, 4-6=-74.0, 2-9=-20.0, 8-9=-21.7, 5-0=-20.0 A•.0 R 1`0 Concentrated Loads ( lb) 7s/ '•r-M•' Vert: 9=- 70.5 8=-70.5 10AM A WARNING - VerW design parameters and READ NOTES ONTBIS AND REVERSE BIDE BEFORE USE. 141 Design volldforuseonlywithMlfekconnectors. ihIs design Isbased only upon parameters shown, and Istot on individual building component to be Installed and boded vertically. Applicability of design parameten and proper tncotpofotbIs of component tesponslbliltyofbuilding designer - not truss designer. Btocing shown Is foe btetal support of Individual web members only. Additional temporary bracing to Insure dobWty duttng condtuctbn Is the tespon9bility of the erector. AddBbnol petmonent btacing of the overall structure Is the tesponslbillfy of the building deslgnet. Fat general guidance regofding fabticatbn, quality conttot stotoge, delivery, election and bracing, consult QS7•88 Quality Standard, OSS-87 Bracing Specification, and HIB-91 M iTek0 f,b HandlingInstatllnaandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'OnoDflve, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/' * Center plate on joint unless Damage or Personal 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. All ' 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 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate QL joint and embed fully. Avoid knots and wane plates from outside edge of o d ° V L) at joint locations. truss and vertical web. d o 4. Unless otherwise noted, locate chordsplices at 1/4 length(+ 6" from u v ce panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. Is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40" 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, PN TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 HYDRO-AW Job Truss Truss Type Oty Ply HORTON 14421397 DR1965E E ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:13 2003 Page 1 4-3-0 8.8-0 4-3-0 4-3-0 4,0 = sure - 1:16,6 2 5. OD F, 2 3x4 c 7x4 a 3 F- I-- A, as = 8 5 1 2x4 II 2.411 4-3-0 8 t3 0 4-3-0 4-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.24 Vert(LL) -0.00 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.06 Vert(TL) -0.01 5-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(rL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Well = 360 Weight: 46 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purfins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=386/Mechanical, 4=386/Mechanical Max Horz6=-68(load case 2) Max Uplift6=-185(load case 4), 4=-185(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-275, 23=-275, 1-6=-U5, 3-4=-345 BOT CHORD 55=0, 4-5=0 WEBS 25=-92, 15=268, 35=268 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 6 and 185 lb uplift at joint 4. 5) Truss Engineer. Junaidie Budiman, PE1i45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. i1FE— 1133 r LOADCASE(S) Standard 4•'F eiJ•. / 4delGC.Q t No. 4.5161 , t0•'.. STATE OF ass/ o o,•' A WA&MNO - VerW design parameters and READ NOTES ONTBTS AND REVER.'4E SIDE BEMRE USE. Design valid for use only with MQek connectors. Thb design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotpofatlon 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 petmonent bracing of the ovetoll structure Is the tesponsiblIlty of the building designer. For general guidance regarding fabrication, quality control, slotage, delivery, erection and bracing, consult CST-88 Quality Standard, OSI.89 Bracing Specification, and NIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onohlo Ddve, Modb53 an, WI719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both. sides of truss and building designer, erection supervisor, property securely seat. I 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each ca 73 other. 0 WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - , - QjointXh ' and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a 'IJ5truss at joint locations. and vertical web. o a 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from ca C, uo 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. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to comber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M!Tek® engineer. 15. Care should be exercised In handling, TM PA erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIPNEL FORM016. 019 GA Vo-NAJL 0 #f=R0,A1R® Job Truss Truss Type Oty Ply HORTON 14421398 DR1965E E3 ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:14 2003 Page 1 3-0-7 5-5-9 8.84) 3.0.7 2-5-2 3.0-7 10.12 = Sane • 1:17.8 10.12 = 2 0 10 a s,00 a 4 . 30 c 4 1 8 ' 7 11 12 fl 3.4 5 U4 = 2.411 2.411 3-0-7 5-5-9 8-8.0 3-0.7 2-5-2 3-0-7 Plate Offsets X Y : 2:0-6-0 0-2-8 3:0-6-0 0-1-5 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) 0.01 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 7 >999 BCLL 0.0 Rep Stresslncr NO WB 0.11 Horz(TL) -0.00 5 Na BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 50 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. 23 2 X 10 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=424/Mechanical, 5=424/Mechanical Max Horz8=26(load case 4) Max Uplift8=-412(load case 2), 5=-412(load case 3) Max Grav8=433(load case 6), 5=424(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-423, 2-9=356, 9-10=-356, 3-10=-356, 3-4=-423, 1-8=387, 4-5=-387 BOT CHORD 7-8=50, 7-11=356, 11-12=356, 6-12=356, 5.6=50 WEBS 2-7=-75, 3-6=-75, 1-7=343, 4-6=343 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; parfially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. p 3) Provide adequate drainage to prevent water ponding. `9 i [7Q, 4) Refer to girder(s) for truss to truss connections. + ,..••••..,• 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint Band 412 lb uplift at joint • .` It F5. G 6) Special hanger(s) or connection(s) required to support concentrated load(s) 69.9lb down and 74.41b up at 3-0-7, 3.61b down and 40.1lb u •' • v at 3-9-12, and 3.61b down and 40.1lb up at 4-84, and 9.9Ib down and 74.41b up at 5-5-9 on top chord, and 17.31b down and 74.01b up at , 3-0-7. 7.71b down and 49.91b up at 3-9-12, and 7.7Ib down and 49.9Ib up at 4-8-4, and 17.3Ib down and 74.Olb up at 55-9 on bottom N0.45161 chord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 3,M1. ? jiSTATEOF LOAD CASE(S) Standard 0(1 '• ate/ 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 •-'OR ease. so` V' Uniform Loads (plo VV Vert: 1-2=-74.0, 23=-74.0, 3-4=-74.0, 5-8=-20.0 ONAf. Concentrated Loads (lb) Vert: 2=-9.9 3=-9.9 7=-17.3 6=-17.3 9=3.6 10=-3.6 11=-7.7 12=-7.7 A WARNING - Ver[fy design parameters and READ NOTES ON TiUS AND RE VERSE SIDE BEFORE USE. Design valid for use only with Mlfek connectors. Thb design Is based only upon parameters shown, and b for an Individual building component to be Installed and boded vertbalty. 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 stabWty duiing construction Is the responsibility of the erector. Additional permanent brbcdng of the overall structure Is tho iesponsibiity of the building designer. For general guidance regarding fabrication, qualify contiot storage, delivery, erection and bracing, consult OST•118 Ouattly Standard, oSB•119 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 3a3 D'Onofrb Drlve, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property ll securely seat. J2 J3 Ja owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cz c other. o WEBS JS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i 3 , ; Q joint and embed fully. Avoid knots and wane plates from outside edge of o d V 0 at joint locations. dtrussand vertical web. o 4. Unless otherwise noted, locate chordsplices at 1/a Len th 6' fromcec, ce panel adjacent oint. 9 (+ 1 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 MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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. stocks 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 aauuG-titi /7IOR 1® Job Truss Truss Type Qty Ply HORTON 14421399 DR1965E EG FLAT 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:15 2003 Page 1 4-1.8 B-3-0 4-1-8 4.1-8 Scab • 1:13.2 4,0 = 1 44 = 2 2.411 3 Wo s 20 II 20 II 4-1-8 8-3-0 4-1-8 4-1-8 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) 0.04 5 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) -0.05 5 >999 BCLL 0.0 Rep Stress Incr NO WS 0.36 Florz(TL) -0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 53lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-" oc pudins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND ROT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-6 2 X 6 SYP No.2ND, 3-4 2 X 6 SYP No.2ND REACTIONS (lb/size) 6=618/0-3-0, 4=618/0-3-0 Max Uplift6=349(load case 2), 4=-349(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-579, 1-2=-1156, 23=-1156, 3-4=579 BOT CHORD 5-6=-0, 4-5=0 WEBS 2-5=-540, 1-5=1196, 3-5=1196 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 6 and 349 lb uplift at joint 4. 4) Girder carries tie-in span(s): 5-0-0 from 0-0-0 to 8-3-0 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 13 r LOADCASE(S) Standard .•".......• iF/ ` •• 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 i Uniform Loads (pif) !, G r; • YVert: 4-0=-20.0, 13=-138.6 / :. t P10. 45161 I% STATE OF ; A&WARNMG - VerVy design parameters and READ NOTES ON THIS AND REVERSE SfDE BEFORE USE. Design valid tot use only with MRek connectors. This design Is based only upon parameters shown, and Is tot an IndWuol building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is tesponslbIl"y of building designer - not truss designer. Btactng shown Is tot lateral support of Individual web membets only. Additional temporary bracing to Insure stability duting construction Is the tesponsiblilty of the erector. Additional permanent brbcing of the overall structure Is the responslblUty of the building designee. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consull QST-88 Quality Standard, DSB-89 Bracing Speclficatlon, and HIB-91 Handling Ingalling and Bracing RecommendatlonovaBPl ablefromTrussate Institute, 583 D'Onohb Delve, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 14 *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, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 c other, o WEBS J5 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 0L ° v 0 at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices I at / 4 length(+ 6" from paneladjacent 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 responsibility PtYof 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. Boftom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40", unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 HYDRO -AIR Ply I HORTON FG IROOFTRUSS 11 12 14421400 3-5-8 6.114 3-5-8 3-5.8 2xa II a® = 1 44 = 2xr II bN II 0-0.4 3-5.8 3-5-8 scale • LOADING(psf) SPACING 2-" CSI DEFL in loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) 0.02 5.6 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.18 Vert(rL) -0.02 5-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 118 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-" oc pudins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1814/0-1-8, 4=2288/Mechanical Max Uplift6=-984(Ioad case 2), 4=-1231(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-1615, 1-7=-1335, 2-7=-1335, 2-8=-1335, 3-8=-1335, 3-4=-2073 BOT CHORD 6-9=-0, 9-10=-0, 5-10=-0, 5-11=-0, 4-11=0 WEBS 1-5=1954, 25=-1012, 3-0=1954 NOTES (9) 1) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.opsf; occupancy category II; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 6 and 1231 lb uplift at joint 4. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 1 8) Special hanger(s) or connection(s) required to support concentrated load(s) 452.Olb down and 266.1lb up at 25-12, and 452.Olb down I and 266.1lb up at 4-5-12, and 452.01b down and 266.1lb up at 6-9-4 on top chord, and 88.71b down and 27.21b up at 1-0-1. and 1411.61 down and 789.91b up at 2-11-12, and 623.31b down and 242.21b up at 4-11-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 9) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 13=-74.0, 4-0=-20.0 Concentrated Loads fib) AwAmrlvo - v rm design paransstsrs and ReAD Atoms oN Tms Alva Revertse sme oxmRs use. No. 4.5161 .$ C3 •_ Yi % n. STATE OF 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. ApplicobBBy of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown b for lateral support of Individual web members onN• Additional temporary bracing to Insure stability during construction b the responsibility of the erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 05t-88 Quality Standard, DSB-89 Bracing Specltioation, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss flate Institute, 583 D'Onofrb Drive. Madison, WI5371 V. M! 0 MiTeke 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 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. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each ci c other. WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of o_ a at joint locations, truss and vertical web. o a o 4. Unless otherwise noted, locate chords lacesP at /4 panel length(+ 6" from adjacent joint.) ce C, 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 plaiting 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, te 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 FORM016,019 HYDRO,AW 0 Job Truss Truss Type City Ply HORTON 4421401 DR1965E J ROOF TRUSS 20 1 o tional 2ACCUSPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:17 2003 Page 1 1-0-0 7-0-0 1-0-0 7-0-0 3 Scab • 1:15.0 5.00 12 d3j 2 U 4 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) Na - n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.26 1 >65 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. REACTIONS (lb/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz 2=221(load case 5) Max Uplift3=-255(load case 5), 2=-175(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 23=75 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001: 120mph; h=18ft; TCDL=4.2psf: BCDL=5.Opsf; occupancy category II; exposure B; partially,MW FRS gable end zone; cantilever left and right exposed :Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 3 and 175 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard p,E•13)JQ/ a :G`Q tFl,q..`3 t No. 4-5161 ba- STATE OF onrfa. A WARM'NO - Ver(& design panarrseten and READ NOTES ONTHIS AND REVERSE SSE 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 boded vertically. Applicability of design parameters and proper Incorporation of component is iesponslbAlty 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 responsibility of the building designer. For general guidance regarding fabrication, qualify contio6 storage, delivery, erection and bracing, consult CST-eE Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendalkmovallabb RfromTruss ate Institute, 583 D'Onohio Drive, Mocilson, Wl53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 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. 4 J2 J3 J4 owner and all other interested parties.. 81, TOP CHORDS 2. Cut members to bear tightly against each c2 23- other. Q O WEBSNU6 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o a ' o_ joint and embed fully. Avoid knots and wane plates/a" from outside edge of d at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lices PuatI/4 length(+ 6" fromopanel 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. FARTHEST TO THE 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 MiTek® engineer. 15. Care should be exercised In handling, PI PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG-w.aL MMJ?0.A1R0 I Jub Truss Truss Type Oty, Ply HORTON 14421402 DR1965E J3 ROOFTRUSS 3 1 Optional) Q,CCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:12:36 2003 Page 1 1-0-0 3.0.0 1 0 0 3.0-0 Scab • 1:8.7 s.0o sz z z.• _ S e 1.0-0 1-4-0 3-0-0 1-0-0 0.4-0 1-8-0 LOADING (pst) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) 0.04 2 >332 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.06 1 >211 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=95/Mechanical, 4=-114/Mechanical, 5=373/03-0 Max Horz 5=101(load case 5) Max Uplift3=-110(load case 5), 4=-114(load case 1), 5=-239(load case 4) Max Grav3=95(load case 1), 4=100(load case 4), 5=373(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=29 BOT CHORD 2-5=0, 45=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf, occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 3, 114 lb uplift at joint 4 and 239 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. LOAD CASE(S) Standard i p P10. 45161 Y Oi rTATE OF At ANAL A&WARNINO - Veryk design parameters and READ NOTES ONTB7S AND REVERSE (SIDE BEFORE USE. Design valid tot use only with MRek connectors. This design Is based only upon parameters shown, and is tot an indMdual building component to be Installed and loaded vertically. APpScabBlty of design parameters and proper Incorporatlun of component is 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 b the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibWty of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and btactng, consult QST-EE Quality Standard, DSI-Bo Bracing Specification, and HIS-91 Handling Installlnq and tracing Recommendation ovalloble from Truss Plate Institute, Sea D'Onohb Drive. Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS Cut members to bear tightly against each ci 23- other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 5 Q joint and embed fully. Avoid knots and wane from outside edge of o d y " L) at joint locations. trusslatesatrussandd vertical web. a o l4. Unless otherwise noted, locate chordsplices I at / 4 length(+ 6" from paneladjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber sholl 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, Comber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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. stocks 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, T~ PANEL O erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM016, 019 fMRO,AIR® DR1965E 1-0-0 1-0-0 MONO TRUSS 341-2 3-&2 Ply HORTON 1 optional) s Sep 4 2002 MiTek Industries, Inc. Mon 7-0-0 3-3.14 14421403 20 11 scab - 1:18.1 3" = 20 ll 7-0.0 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-M Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 CSI TC 0.65 BC 0.10 WB 0.00 Matrix) DEFL in (loc) Vdefl Vert(LL) n/a - n/a Vert(TL) -0.20 1 >83 Florz(TL) 0.00 n/a 1st LC LL Min Vdefl = 360 PLATES GRIP M1120 249/190 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc puffins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND HOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4SYP No.3 REACTIONS ( lb/size) 4=280/0-1-8, 2=361/0-8-0 Max Horz 2=241 (load case 4) Max Uplift4=-208(load case 4), 2=-241(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=34, 25=-80, 3-5=67, 3-4=-218 BOT CHORD 2-6=0, 4-6=0 NOTES ( 6) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B; partially,MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift at joint 4 and 241 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 61.81b up at 1-8-0 on top chord, and 13.01b up at 1-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. i I r L/ LOADCASE( S) Standard C,P0IF/C •. +/fj G1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 13=-74.0, 2-4=-20.0 `' t N0. 4•5161 ConcentratedLoads (lb) Vert: 5=61.8 6=13.0 t STATE417 .-V n: o R 1oa4A WARNINO - Verffly design parameters and READ NOTES ON IMS AND JtRYERSE SWE BEFORE USE. Design volxl lot use only with Mffek connectors. this design b based only upon parameters shown, and b for an Individual building component to be Installed and loaded vertically. Applicability of deslpn parameters and proper Incorporation of component Is iesponslblBty of building designer - not truss designer. Bracing shown b tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the tesponsiblllty of the erector. Additional permanent brbcing of the overall structure b tho responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erectlon and bracing, consult QST-88 Quality Standard, DS111-89 Bracing Specification. and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 393 D'Onoftlo D1Ne, Madison, WI53719. lIIl1I MiTek° Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 * 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. fie J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C7 other. o WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q joint and embed fully. Avoid knots and wane plates from outside edge of o_ 0. ' u at joint locations. truss and vertical web. d a o 4. Unless oth rwise noted, locate chordsplices at / 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 MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 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! Tek® engineer. 15. Care should be exercised in handling, IJTM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 ono -Ham NMRO.AIIR® Jub Truss Truss Type Oty Ply HORTON 14421404 D1R1965E JG1 FLAT 1 1 Optional) QCCUSPAWTH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:20 2003 Page 1 3.5.8 6.11-0 3.5-8 3-5-8 3x4 = Scale 1:11.5 1 3x4 = 9 2 W 11 10 3 Li 3xir _ 7 5 8 . Zxr II 2.4 II 3-5-8 6-11-0 3-5-8 3-5-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) 0.04 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL). -0.04 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) -0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-9 oc pudins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=689/0-1-8, 4=792/0-1-8 Max Uplift6=-61 1 (load case 2), 4=-634(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-607, 1-9=-1294, 2-9=-1294, 2-10=-1294, 3-10=-1294, 3-4=-604 BOT CHORD 6-7=0, 5-7=0, 5.8=-0, 4-8=0 WEBS 25=336, 15=1385, 35=1385 NOTES (7) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 611 lb uplift at joint 6 and 634 lb uplift at joint 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 4. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 56.41b down and 256.31b up at 2-113, and 11.61b down and p i 13f r^ 126.51b up at 5-0-1 on top chord, and 421.51b down and 371.81b up at 2-11-0, and 368.9lb down and 133.41b up at 4-11-12 on bottom V chord. Design for unspecified connection(s) is delegated to the building designer. _\ . •. , F C, 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: V.; G, Q •/Ij16472SegoviaCir. N., Pembroke Pines, FL 33331. 'ii LOAD CASE(S) Standard to 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 `' i 4516 % * Uniform Loads (plf) 0Vert: 4-6=-20.0, 13=-74.0 Concentrated Loads (lb) STATE OF d Vert: 7=421.5 8=368.9 9=-56.4 10=-11.6 [ V 4 AWARNINO - VerW design paranssters and READ NOTES ON TE17S AND REVERSE SIDE BEFORE USE. Design valid for use only with Mifek connectors. Thb design b based only upon parameters shown, and If for an Individual building component to be Installed and boded veltbolly. Applicability of design parameters and proper Incorporation of component Is iesponslbiSty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability duilnp condructbn Is the responslblllty of the erector. Additional permanent brbcing of the overall structure b the responslbWty of the building designer. For general guidance regarding fabrication, quality control, storage, deAvery, election and bracing, consult OSI.88 Quality Standard, DSB•80 Bracing Specification, and HIB•91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI5371 V. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. B J2 J3 J4 owner and all other interested parties.. A" TOP CHORDS 2. Cut members to bear tightly against each c: C73 other. o WEBS J5 cc3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ¢ joint and embed fully. Avoid knots and wane from outside edge ofplattruss o y V 0 at joint locations, a dtrussand vertical web. 0 o 4. Unless otherwise noted, locate chordsplices at 1/4 Len th 6 frompanel adjacent oint. 9 (+ 1 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. Comber 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, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 MMRO,AfR® b Truss Truss Type Qty Ply HORTON 14421405 R1965E JG2 FLAT 1 1 o tional QCCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 27 16:07:21 2003 Page 1 3.5-8 6.1_1.0-- - - - 3-5-8 3-5-8 ka = scab - 1:11.5 1 30 = 9 2 N4 11 10 3 I 7 5 5 2x4 II 2.4 II 3-5-8 6-11-0 3-5-8 3-5-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) 0.04 5 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.04 45 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 40 lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-75 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=677/0-1-8, 4=776/0-1-8 Max Uplift6=568(load case 2), 4=-577(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-596, 1-9=-1266, 2-9=-1266, 2-10=-1266, 3-10=-1268, 3-4=-588 BOT CHORD 6-7=0, 5-7=0, 5-8=-0, 4-8=0 WEBS 25=307, 15=1355, 3-5=1355 NOTES (7) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 568 lb uplift at joint 6 and 577 lb uplift at joint 4. 5) Beveled plate or shim required to provide full bearing surface with truss! chord at joint(s) 6, 4. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 37.1lb down and 204.51b up at 2-113. and 77.91b up at 5-0-1 D iE gf rnontopchord, and 423.61b down and 371.81b 2-11-8, 372.31b down 133.41b 4-11-12 bottom Design for tupatandandtipatonchord. V unspecified connection(s) is delegated to the building designer. ••"•••"••. I(Fre • 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 18472 Segovia Cir. N., PembroF;e Pines, FL 33331. ( G LOAD CASE(S) Standard r• 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 * ri0.4•J 1 S1UniformLoads (plf) 0Vert: 4-6=-20.0, 13=-74.0 Concentrated Loads (lb) + t Vert: 7=-423.6 8=372.3 9=-37.1 10=3.1 Q 'STATE OF • AIVARNWO - VerW design parameters and READ NOTES ONr1WS AND RE1/EItSE SWE BEFORE USE. ® Design valki for use only with MITek connectors. this design b based only upon parameters shown, and Is for an tndKidual building component to be Installed and loaded vertically. ApplIcabBlfy 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 stoblitty during construction b the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding tabrloo0on, quality control storage, delivery, erection and bractng, consult OST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 Handling Installing and Bracing Recommendatlon available from Truss Plate Institute, 593 D'Onohlo Drive, Madison, W153710. M iTek® Symbols Numbering System General Safety Notes 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 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 2. Cut members to bear tightly against each other. o WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz Q joint and embed fully. Avoid knots and wane plates from outside edge of 0'' d V o_ at joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chordsplices at I/4 length(* 6" from paneladjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 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 formal 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, JI TM PAPNNELerection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM016, 019 NMRO,AIIR0 Job Truss Truss Type Qty Ply HORTON 14421406 1 R1965E K ROOF TRUSS 6 1 optional) 2CCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 27 16:07:22 2003 Page 1 3 1.0-0 5-0.0 Srare • 1:13.0 S.OD 12 2 1 z,a = 5.0.0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.08 1 >199 BCLL 0.0 Rep Stress Incr YES WB 0.00 fiorz(fL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5.0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=155/Mechanical. 2=335/0-8-0, 4=46/Mechanical Max Horz 2=161(load case 5) Max Uplift3=-178(load case 5). 2=-159(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 23=50 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupant/ category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 3 and 159 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard No. 4.5161 . O MATE OF ,r o RID ANAL A&WAJ lfMC; - VerW design paranwiters and RLAD NOTES ONTB7S AND rtEVERSE SME Elff"RE US6. Design valid for use only with Welt connectors. This design is based only upon parameters shown, and is for on individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibNty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, qualify control, storage, delivery, erection and bracing, consult QST-aa Quality Standard, DSB-59 Bracing Specification, and NIB -al Handling Installing and Bracing Recommendation ovaAbabfrom Truss Plate Institute, Sdi3 D'Onohb Drive. Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat.. ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 73 other, o WEBS JS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o U - Q7 '' joint and embed fully. Avoid knots and wane plates from outside edge of o_ a v of joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(+ 6"from r C, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V 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 MiTek® engineer. 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 0I9 HMRO,AIR® _ I Job Truss Truss Type city Ply HORTON 14421407 DR1965E L ROOF TRUSS 6 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:23 2003 Page 1 t 0 0 3-" 1-0-0 3.0.0 scare • 1:8.7 S.00 ri2 2 3-0-0 3-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well 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(fL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Well = 360 Weight: 11 lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D 130T CHORD Rigid ceiling directly applied or 104)-0 oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical Max Horz 2=101(load case 5) Max Uplift3=-99(load case 5), 2=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 23=-54 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancj category II; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 3 and 149 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard yt . No.45161 fSPATEOFQ A WARNWO • VerW design parameters and READ NOrES ON THIS AND REVERSE SME BEFORE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorpotatlon of component is responsibility of building designer - not truss designer. Bracing shown is for Wteial support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult OST.AB Quality Standard, DSB-89 Bracing Specification, and HIB•91 Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 893 D'Onofrio Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal 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.. All TOP CHORDS 73 2. Cut members to bear tightly against each c2 other. JSoWEBSCr3. 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 from outside edge of o_ d ' V at joint locations. truss andd vertical web. a o l 4. Uness otherwise noted, locate chordsplices at / 4 length(+ 6" from rA 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 AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MfTek/ 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 engineer. MiTek® 15. Care should be exercised In handling, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 o l NMRO,AIR® Job Truss Type D121985E I L7uss IROOFTRUSS I2Qty I Ply IHORTON 14421408 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:1 Sane - LOADING (psf) SPACING 2-" CSI DEFL in loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Well = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-8 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=75/Mechanical, 2=257/04i-0, 4=27/Mechanical Max Horz2=104(load case 5) Max Uplift3=-104(load case 5), 2=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 25=55 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancjcategory II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 3 and 149 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard t No. 4.5161 n S/TATE OF .ems A WARIVING - V#rW design pananseters and R&W NaMS ON Tale AM REVERSE SWE DEMAN UM. Design volkl 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. Applicablitty of design parameters and proper Incorpofatbn of component is responslblpty of building designer • not truss wiledesigner. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responslblilty of the erector. Additional permanent bracing of the overall structure is the responslbillty of the building designer. For general guidance regarding fabrication, quality control• storage, delivery. erection and bracing, consul OST•88 Oualily Standard, DSI•89 Bracing Specification, and HIB-91 MiTek® onHandlingInstalllnaandBracingRecommendatiavailable from Truss Plate Institute. Sea D'Onofrlo Drive, Madison, WI5371 V. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c: a other. o WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate Qv " ; ' ; joint and embed fully. Avoid knots and wane plates I/a"from outside edge of o d V c) at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chordsplices at I14 len th 6 from ce cr u r panel adjacent oint. 9 (+ 1 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 AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General 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 engineer. MiTek® 15. Care should be exercised in handling, TMPAPINEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 GANG-PAAIL ® HMMO,A.IR @ 1 1' 1 .. Job Truss Truss Type Oty Ply HORTON 14421409 6R1965E L24 ROOFTRUSS 1 1 optional) CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 27 16:14:31 2003 Page 1 2.5-8 2.5-8 Scale 1:8.9 5.00 12 2 1 4+s = 3.4 i 0 2-5-8 2-5-8 Plate Offsets X Y : 1:0-0-11 0-2-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(rL) -0.00 1-4 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 10lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2 X 4 SYP No.3 1-4-15 REACTIONS (lb/size) 1=113/0-1-8, 3=89/Mechanical, 4=24/Mechanical Max Harz 1=95(load case 5) Max Upliftl=-39(load case 5). 3=-102(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-40, 2-0=27 BOT CHORD 14=0 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf, BCDL=5.Opsf; occupancy category 11; exposure B; partially,MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 1 and 102 lb uplift at joint 3. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ` D it 13 LOAD CASE(S) Standard ... P10. 4.5161 STATE OF O R t0e.+' A WARMNO - verjfy design pammtttn and READ NOTES ON TMS AND REVERM SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotpotatlon or component is responsibWty of building designer - not truss designer. Bracing shown is for Wtetal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the elector. Additional permanent bibcing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIB-Vl Handling Instolllnp and Bracing Recommendatlon avaltbobfrom Truss Plate Institute, 583 D'Ono9b Drive, Madison, Wl5371 V. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 c3 other. o WEBS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oQ joint and embed fully. Avoid knots and wane plates from outside edge of o_ a. 0 s'IJ5 at joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(+ 6" from paneladjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J, 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 PYWEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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, PN TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 On un, -w.aL ® HYDRO -AIR 0 1 1 „ Job Truss Truss Type Oty, Ply HORTON 14421410 DR1965E L27 ROOF TRUSS 1 1 optional) CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:14:48 2003 Page 1 2.8-8 2-8-8 scam • 1:9.9 5,00 1 X 3 241-8 24" LOADING (psf) SPACING 2-0-0 CSI OEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1I20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 9 lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-8 oc puriins. BOT CHORD 2 X 4 SYP No.2D 130T CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 1=121/0-1-8, 2=96/Mechanical, 3=26/Mechanical Max Horz 1=95(load case 5) Max Upliftl=-46(load case 5), 2=-107(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35 BOT CHORD 13=0 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 1 and 107 lb uplift at joint 2. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 13 No.45161 . iSTATEOFr V ss o iai:• A W. -NWVG - Verj y design pararrsetern and READ N0raS ON THIS AND R VrJLW SWE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Instolled and boded vetticatly. Applicability of design parameters and proper Incotpotatbn of component is tesponsiblilty of building designer - not truss designer. Bracing shown is tot latetal support of Individual web members only. Addltbnal tempotary bracing to Insure stabully during construction is the iesponsiblllty of the erector. Additional permanent bibcing of the overall structure is tho responsibility of the building designer. For general guidance regarding fobrbalbn, quality control, storage, delivery erection and bracing, consult OST•88 Quality Standard, D58-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendatlonavaphor n omTruss Plate Institute. $83 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other, o wEes 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 o_ a4. at joint locations. truss and vertical web. a o Unless otherwise noted, locate chords lacesP at /4 length(+ 6" from ca C? C6 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HYDRO -AIR 0 Jbb Truss Truss Type Oty Ply HORTON 14421411 6R1965E M ROOFTRUSS 16 1 optional) QCCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:26 2003 Page 1 1-0.0 1-0-0 1-0-0 1-0-0 Stab • 1:5.2 2 5.00 12 1 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 5 lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 1-" oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2=53(load case 4) Max Uplift3=-25(load case 5), 2=-142(load case 4) Max Grav3=31(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 23=37 BOT CHORD 24=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001: 120mph; h=18ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard p iF No. 4.5161 rOSTATEOF , ekS% e R t0,+' ANAL A WAPJaNG - VerW design pana+neters and READ NOMB ON TB7s AND RE VIM'M SLDE BEFORE USE. Design valid lot use only with MITek connectors. this design b based only upon parameters shown, and Is for an Individual building component to be installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stablBty during construction Is the responsibility of the erector. Additional permanent brl7cdng of the oveta0 structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, dellvery, erection and bracing, consult OST•88 Quality Standard, OSS-89 Bracing Specilkation, and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Modbon, WI$3710. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 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 2. Cut members to bear tightly against each u c other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , ¢ 0 ; ' ; joint and embed fully. Avoid knots and wane plates/a" from outside edge of o d V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices I at / 4 length(+ 6" from ce 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 MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised in handling, PANEL PI TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 a+^m ^u+i HMRO,AIR® I t. I - -i Jab Truss Truss Type Oty Ply HORTON 14421412 6R1965E S ROOF TRUSS 3 1 optional) CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:15:02 2003 Page 1 1-5-0 5-3-5 9-10-13 1-5-0 535 4-7-8 scaq• t8.3 3.54 a 3xs 3 2 e 2a• II 7 5 5 3r. 20 5-3-5 9.9-15 9.1 -13 5-3-5 4-6-10 0-0-14 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vde6 PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(Q -0.09 6-7 >999 BCLL 0.0 Rep Stress Ina NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Vdefl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 83-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=308/Mechanical, 2=514/0-11-5, 5=429/Mechanical Max Harz2=273(load case 2) Max Uplift4=-315(load case 5). 2=-263(load case 2), 5=-171(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 23=-1070, 3-4=64 BOT CHORD 2-7=1000, 6-7=1000.5-6=0 WEBS 3-7=166, 3-6=-1068 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf-, occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 4, 263 lb uplift at joint 2 and 171 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 13 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 _\ .(F.... tG,•., Uniform Loads (plf) ( q +••. / Vert: 1-8=-74.0 G Ct': Trapezoidal Loads (plo Vert: 8=0.04o-4=-183.1, 2=-1.7-to-5=-49.5 * NO, 4 5161 Y STATE OF OR10.. ANAL Awwt mm - veryk design pararnetem and ReeD xores oN rjus Am xevassa isms Barone use. Design valid lot 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 tncotporatlon of component is responslbtOty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members onty. Additional temporary bracing to Insure stability during construction is the responsibility of the eteclot. Additional permanent bracing of the overall structure is the tesponsiblity of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, eiectlon and bracing, consult QST•88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 idHandlingInstalllnaaBracing Recommendation available from Truss Plate Institute, 593 D'Onofilo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 other. 0 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/a" from outside edge of o_ d y V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at / 4 length(+ 6" from cu C? C6 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 MiTek/ Gang-Nall Jolnt/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General PtYWEBS 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! Tek® engineer. 15. Care should be exercised In handling, PANEL TM ZA erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP0FORM019, 019 art, -wu ® OfMRMA/R ® 0, , i :, I Jbb I Truss Truss Type I City I Ply I HORTON 14421413IDR1965ES1ROOFTRUSS21 TH, LONGWOOD, FL 5.000 s 1-5-0 4-5.1 Z,4 = LOADING (psf) SPACING 2-" CSI DEFL in loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(fl-) 0.06 1 >333 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 4-5-1 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=87/Mechanical, 2=218/0-11-5, 4=31/Mechanical Max Horz 2=58(load case 3) Max Uplift3=-101(load case 5), 2=-120(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-5=24, 25=24, 25=-28 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,,MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 3 and 120 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 15=-74.0 Trapezoidal Loads (plf) Vert: 5=0.0-to-3=51.8, 2=-1.7-to-4=-22.1 ptE u4 t P10. 4.5161 i • STATE OF r 0 AWARNINO - verW design parasnertem and READ NOTES ON THIS AND RBV K-78 SME BEFORE USE. ass@1 Design valid too use only with Mffek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded veitloally. Applicablilty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponsiblllty of the erector. Additional permanent brbcing of the overall structure b the tesponslbillty of the building designer. For general guidance regarding fabrication, quality control, storage, dellvety, erection and bracing, consult OST•88 Quality Standard, DSB-80 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendatlonova8able from Truss Plate Institute, 583 D'Onohlo Drive, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes 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 l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cz ca other. o WEBS J5 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 1/8" from outside edge of U o a ti 7 at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from ce 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 formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 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, JIM PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016.019 ova-a.at ® HYDRO,AZR® It. t I A Job Truss Truss Type Oty Ply HORTON 14421414 DR1965E S2 ROOF TRUSS 2 1 optional) CCUSPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 27 16:15:33 2003 Page 1 1-5-0 4-2-15 1-5-0 4.2.15 3 Scab :9,2 3,34 12 2 2x4 S . 1-5-0 1-10-10 4-2-15 1-5-0 0-5-10 2-4-5 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) 0.10 2 >192 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.16 1 >110 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 15 lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc pudins. BOT CHORD 2 X 4 SYP No.2D 130T CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=91/Mechanical, 4=-85/Mechanical, 5=311/0-U Max Horz 5=55(load case 3) Max Uplift3=-94(load case 5), 4=-85(load case 1), 5=-225(load case 2) Max Grav3=91(load case 1), 4=89(load case 2), 5=311(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=17 BOT CHORD 25=-0, 45=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 3, 85 lb uplift at joint 4 and 225 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard i / 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 ` V4 Uniform Loads (plf) _\ .•"""'•••. , Vert:1-2=-74.o U`Q(/C Trapezoidal Loads (plf) J Vert: 2=-0.0-to-3=-78.5, 2=0.0-to-4=-21.2 l No. 45161 i ' 0'; STATE OF •: R10'' ANAL AWARMNO - VerM design parunsstem and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MRek connectors. This design Is based only upon parameters shown, and Is for an individual buBding component to be Installed and loaded vertically. Applicabiltty of design parameters and proper Incorporation of component b responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stablpty during construction b the responsibility of the erector. Addltlanal permanent brbcing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST -be Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing RecommendationavaUoble from Truss Plate Institute, 593 D'Onofrb Drive, Madison, Wl53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1V *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.. T TOP CHORDS 2. Cut members to bear tightly against eachfother. O WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ¢ L joint and embed fully. Avoid knots and wane plates from outside edge of o_ d ° u at joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chordsplices at I/4 length(' 6" from ce 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 MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility PtYof 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, 4001unlessotherwisenoted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM SM0 PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016, 019 HMRD,4IR® 7j, i .. ,L Jab Truss Truss Type Oty Ply HORTON 14421415 1965E S4 ROOFTRUSS 1 1 4. o tional ACCUSPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 27 16:07:30 2003 Page 1 3 1-5-0 2-4-5 1-5-0 2-4-5 ts.a 3.54 17 2 s t 4 2-4-5 2-4-5 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.05 1 >470 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(FL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) ist LC LL Min Udefl = 360 Weight: 9 lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D 'FOP CHORD Sheathed or 2-45 oc purtins. BOT CHORD 2 X 4 SYP No.2D 130T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-22/Mechanical, 2=195/0-11-5, 4=10/Mechanical Max Horz2=30(load case 2) Max Uplift3=-22(load case 1), 2=-150(load case 2) Max Grav3=53(load case 4), 2=195(load case 1). 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 15=24, 2-5=24, 25=-27 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=S.Opsf; occupancj category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 3 and 150 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 i I1 Uniform Loads (plo Trapezoidal Loads (plf) Vert: 5= 0.0-to-3=52.3, 2=-2.1-to-4=-14.1 , No. 44..5161 0 STATE OF r= cy to ANAL AWARMNG - Verffif design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded verticapy. 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 dobWty during construction is the responsibility of the erectot. Additional permanent btDcing of the overall structure is tho tesponslbWty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and btacing, consult CST-Etd Quality Standard, OSS-89 tracing Speclfioatlon, and NIB-91 Handling Installing and Bracing Recommendation ovaBable from Truss Plate Institute, 593 D'Onohio Drive, Madison, WI53719. M iTe k® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/4. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each a c1 other. o WEBS JS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i ; ; Q joint and embed fully. Avoid knots and wane 01c, from outside edge ofplattruss O_ d ' at joint locations. a dtrussand vertical web. a o 4. Unless otherwise noted, locate chordsplices at length(+ 6" from ce 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 AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MtTek/ Gang-Nail 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. Q CLIP FORM018. 019 HYDRO -AIR® Jt.s • w 1 , 9-0-0 L 8-6-0 0-0 "- 5-0-0 "_ 15-0- 9-4-0 BRG, UNLESS NOTED I WP F'\ rI I r1 C=: ALL BEARING WALLS TO IBEPLACED I !• i. 1 PLY HGR. , C TI CE! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS RPRIOTO SETTING TRUSSES.. 1 I I .:5 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HA NGSIWALLS SHOWN ARE TO BE BEARING.. I d 3 PLY HGR. SIGNED APPROVAL: X 1 JOB NUMBER: DR1965E DATE: 10-25-02 PITCH: §LOAD:_SHINGLES CCU SPAN CUSTOMER: DA. HORTON 5'/H: 12"O7- 321-1l BY: T.H JOB NAME: MODEL 1965 "E" ELEV. BRG: BL AS RECORDED IN PLAT BOOK 62, 1" - 30' GRAPHIC SCALE 6 15 30 O A=90'16'56" R=25.00' L=39.39' CB=N45;33'58"E C=35.44' S,LDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MLW: 50 PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 51, BAKERS CROSSING PHASE 2, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 51 CONTAINS 6435 SQUARE FEET t THIS STRUCTURE CONTAINS 2353 SQUARE FEET f TOTAL CONCRETE 514 SO. FT. t TOTAL SOD 3568 SO. FT. t TRACT A CLYDESDALE CIRCLE PT 50 RIGHT-OF-WAY 501.IB------- b a CIDe - r-------- —d I S 89.17'34' E w 4R0S9Ay5} 5 i PC V j 81INNGpjl0 Nio vs 34.88' CENTERLINE OF / RIGHT OF WAY B ' 589 1 7,31t'rEt 9N6. O 10• UTILITY EASEMENin PC 15.4: 0 5.0fid .. 20.0•.. 14.3' o'., . I 5.2• I COVEREDJIiENTRANCE 0 o: LLJ AA co . C5 I PROPOSED CV O LOT 50 a Q w3 W I i 1 o MODEL 1965 o c FINISHED FLOOR N p I 1'7 I _ Cfl" I EIEvAITONe47.4 Q 0 3 00 Ur) w I O ••- 000 F 1 N L1Je Mlo O i I 39.50' r1 N Z 1 U39.5' I 5.0 L oPAT1 I i I II V LOT 51 ry IS. i ose DRAINAGE TYPE B G— 25.a3- L-EPOINjy4B'40 I N 89*17'34" W 59.46' LOT 26 FLANS 1 EV EWEDBAKERSCROSSINGPHASEIA PLAT EOOK 60, PAGES 27-29 CITY OF SANFORD HOUSE DEMENSIONS MODIFIED TO FIT ON LOT PER CLIENT PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 26 AS BEING N89.17'34"W PER PLAT FIELD DATE:) SCALE:—'" = 30 FEET APPROVED BY; SJ JOB NO. ASM40126 DRAWN BY: REVISED DESCRIPTION B-7-03 REVISED HOUSE SIZE 5-7-03 JML LOT PLAN 3-24-03 JML LBLS PRM PCPP) M) CALC) FND S". CP PB NP SO. FT LEGEND BUILDING SETBACK LINE CENTERLINE MLW MINIMUM LOT WIDTH POO POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POINT ON CURVE PROPOSED DRAINAGE FLOW ORC OFFICIAL RECORD PO PLANNED DE CONCRETE A DENOTES DELTAOPMENANGLET LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LAND SURVEYOR C.B. DENOTES CHORD BEARING PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE MEASURED PT DENOTES POINT OF TANGENCY CALCULATED TYP TYPICAL FOUND A/C AIR CONDITIONER CONCRETE WALK CBW CONCRETE BLOCK WALL SIDEWALK RP RADIUS POINT CONCRETE PAD R RADIUS pPLACTT BOOK CS CONCRETE SLAB NLECTHATURALCRAOER/W RICHTDOFNWAY SOUARE FEET ORB OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB06393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 i FOR THE7- T114 FIRM WILL IAM R. USCATELLO SM// 928 DATE I MI,pA MIAMI-DADE COUNTY. FLORI METRO-DADE FLAGLER BU1LD1 BUILDING CODE COMPLIANCE OFFI METRO-DADE FI.AGI.[iR OUILDI 140 wlir FLAG t.c.it s'rltrx-T. sUrn: 1 MIAMI, FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)375.2 Premdor Entry Systems (:OM ItAC'iott LICENSING SECT; 911 E. Jeferson, P.O. Box 76 (303)373-2527 1:AX(303)373-: Pittsburgh XS 66762 co,ru crrott>:i`rat:rt:athwr0n•ls 305) 373.2966 VAX (305) 375-: PRODUCT r CONTROL un'I, os) 373.290: C•,LN (305) 372a Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-W/E inswing Gllaze'd Double w/sidelites Residential Steal Door • under Chapter 8 of the Code of lvliami-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I 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. SCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval if is determined by BCCO that this; product or material fails to meet Buildi.ney Cede. i The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.12i EXPIRES: 04/02/2dO6 the requirements of the South Flor Raw tcoangucz Chief Product Control Division THIS 1S T11 E COVERSIiEET SEE ADDITIONAL PAGES F012 SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &C PRODUCT REVIEW COi\•IMITTEE This application I Code and Product forth above. r Product Approval has been reviewed by the BCCO and approved by the Buildi Review Committee to be used in Miami -Dade County, Florida under the conditions : PLANS !'EVIEWED CI Y CAE SANFORD APPROVED: 0G/051200i Francisco J. Quintana. R.A. Director Miami -Dade County Building Code" Compliance Offic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE- SPECIFIC CONDITIONS L 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 -I County, for.the locations where the pressure requirements, as determined by SFBC Chaatcr 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-!V/E Instving 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-I, Sheets 1 through 6 of 6, titled "Prcmdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepare( manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Coy Product Control approval stamp with the Notice of Acceptance number and approval date byMiami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings.' 3. LIMITATIONS 3.! 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 installcd only at locations protected by a canopy or overhang'such that (lie ang!e between the edge of canopy or overhang to sill is"lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and (lie area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protcclion system (shutters): the installation of this unit will require a hurrit protection system. S. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRENIENTS 6.1 Application for building pcmlit shall be accompanied by copies of tlic following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of tllc approved drawings, as identified in Section 2 of this Notice of Acccptance, clearly marked to show the components selected for the proposed installatio 6.1•_3 Any other documents required by the Building On7te:iai or the South Florida Building Co. SFBC) in order to properly evaluate (lie install ion of this system. Manu t Icrc2, P.E. Product Co C Exan, Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi• and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and 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 because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate feel and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. Ifany portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the tiscr by the manufacturer or its distributors and shall be available for inspc6ion at (lie job site at all time. The engineer needs riot reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFT111S ACCEP" NCL: ManucYPcrcz, P.C.; Product Con tr :scam Produ ' ntrol Division Glazed Units COP-WL-MAOIDO.02 FIBERGLASS DOORS 6'8" Height — Inswing Arrangenterill1 2'D" 2'6" X 2'8" 2'10" TO" 3T U'I OP-WL-MA0141-02 tl' t 02-0419.08 Application Fled) t•Rating 52.0 1, NO Not Listed Not Listed X0, OX, OXO I 1 2'8' + 1'0" 1 1 COP-WL-MA0143-02 t.l' BCCO 02-0419.08 Application Filed) t• Rating 52.0 1 ImpactRated NO 2'8" + 1'2" 2'10" + l'0" 2'10" + 11" TO" + 1'0' 3'0" + 1'2" 1'0' + 2'8" + I COP•WL-MA0144-02 02.0419.08 Application filed) 52.0 NO 1'0" + 2' 10" + 17 1'2" + 2T + 1'2" VW + 2'8" + 1'D- VG" - 37 + l'O" 17 + 2'l0" + 1'2" IT" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2'l0" + 210' + 2'l0" 3'0" + TO" + TO" XX, OXXO 2'8- + 2'8' COP-WL-MA0142-02 02-0419.08 Application filed) 52.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 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'f10" 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 Masonile International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International webslte (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, sate or local bui?ding codes specify the edition required. 5. Masonile International structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201. PA%02 8 PAK.3.. U Oak aft 1: .I . AR EK' r 1'l ll Y.h(; I.A ({ I,NTMY l(•ilMi M.•irvM/NQ•r 4-i Dewy 1 N Apt r 29. 1007 o.... o.... 0., coae,w.•y eloyu,awa"n.maumula mvn rounKaalt. oe.q ma r llcl Masonite International Corporation Glazed Units COP-WL-MAOIDO.02 FIBERGLASS DOORS 6'8" Height — Clutswing X COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" 2'8" 2'10" TO". 3'6" Not Usled Not Listed Arrangementtles i X0.OX. OXO i1'2" i f i wid1h) 2'8" + 1'0" Masonite International COP-WL-MA0163.02 filiami-Dade OCCO 02-0418.03 Application Filed) DP Ratingt. 55.0 NO 2.10" + 1'0" e'10" + 1'2" 3'G" : 1.0" 3'0' + 1'2" 17 + 2'8" + 17 COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO IT + 2' 10" + 17 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 3'0' + 1'0" 1'2" + 2'10" + IT 3'0' + 1'2' 2'6" , 2'6- + 2.6" 2'8" + 2'8" + 2T 2' 1 C" + 2'10" + 2'1 G" i 3'0" + 3'0" + 3'0" XX. OXXO 2'8" + 2'8' COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6' + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3.0" Dotes: 1. Cccr a. rzngements using fewer panels than wha! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masoni s 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 b geographic location is determined by ASCF 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Mlaml-Dade BCCO protocol PA201 PA202 & PA203. Oakci aft AREliNEW i:..».:•:.."'::.:".." saro...<fr hen I . U..9 l Al l MIRY 1100A.% t—r rN s+-04.. L. C.;'. - 14rr M. 2007 W rm•Lnu..O 0460-am of aoc"0 illom V'o makes sf9d0casim. orsf0" Wo D"J' l Masonite Qe/ A ;eiw to ZbxW vi1tI0N "We. I COP-WL-MAOICO.02 FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing i X I i Arrangement 2'0' COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 NO 2'6" 2'e" 2'10" 3'0" TV Multiples (width) Not Listed 6 sonite International Not Listed Aliami-Dade OCCO UP Rating X3. OX, Cxo l XX, OXXO 2'8" + 1'0" COP-WL-MA0148-02 02-0423.01 Application Filed) 40.0 Impact Rale4 NO 2'8" + 1'2" 2'l0" + 1'0" 2'10" + 1'2" I X6' r 1'2" l'0" + 2'8" + 1'C" COP-WL-MA0149-02 COP-WL-MA0147-02 02-0423.01 Application Filed) 02-0423.01 Application Filed) 40.0 40.0 NO NO I 2'10" + 1'0" 12" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0' + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" 2'8" + 2'8" 2T + 2.8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8' + 2'6' + 2T COP-WL-MA0150.02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + TV 2'10" + 2'10' + 2'10" + 2'l0" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels thar. what is sown in the above chart also comply under the product approvals shown. 2. Assembly details are availab!e from. the Masonite International website (www.masonite.com) or from the technical center. 3. Insta:'ation ins?rectio^s are available from the Wasonite Internaticnal website (www.masonite.com) or from the technical center. Ac!u2: desicV.. pressure requirement for a specific cuild!ng design 8 geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local bulloing codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakeraff ARTEW n..M.:.... s rrcr..r noona w.t...".. re..Q."c ro."" ' n` / Vo...... o.... a,.. I,to^i Masonite International Corporationr;r cane K ire; :r:. d o.oGun vr.p.oro cm :n..r7 rDr:6:::ut. Crs9" ::.7 $.>::1 Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing X Mllfttrfthfg X0, OX, OXO 2'0" COP-WL-MA0166-02 02-0423.03 Application Filed) 47.0 NO 2'6" 2'8" 2'10' 3'0" TV Multiples (width) 2'8" + 110" Not Listed iinile International COP-WL-MA0168-02 Not Listed Miami-Dalle 8CC0 02-0423.03 Application Filed) iImpact 47.0 NO 2'8" + 17 210" + 1'0" 210" + 1'2" 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO 1'0" + 210" + 1'0" 17 + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 17 + 210" + 17 1'Y + 3'0" + IT' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 210" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fled) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 TV + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2A0" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + TV 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 E 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 6CCO protocol PA201. PA202 8 PA203. 0 Oakr, aff AR EK`" " F'I d.:•C:4A{t C.—Y•000.. is U_—s-wpe Er Drn I UI, t!i/nw a M'100? o.. .. o.... OW Masonite International CorporationWtdsti.q o.oysm al ppdyD inpovemeW miktf specilka. Oetlpn an0poact dCUa S49a to ChVW wdtmA nol[C. FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing X 1 1 , 2'6" 2'8" COP-WL-MA0101-02 2'10" 3'0" InI1t • , / M., ro• 01-1031.01 76.0 NO 3'6" Not Listed Not Listed Arrangement X0.OX, OXO Multiples (width) 21" + 1'0" m6onite international COP-WL-MA0103-02 Aliami-Dade BCCO 02-0109.10 Application Fled) OP Rating 55.0 Impact Rated NO 21" + 1'2" 210" + 1'0" 2'10" + 1'2• 3'0' + 1'0" 37 + 12" 17 + 21" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1.2" 1'0" + 21" + 1'0" 1'0" + TO" + 1'0" 17 + 210" + 17 1'2" + TO" + 17 2T+TV+2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 210" 3'0" + 3'0" + 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" + 210" TO" + 3'0" TV + 2'8" + 2'6" + TV COII-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 78" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + TO" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 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 Oakcra DOOMS ARkE_ F'1 MI:MOI.ASS 1: N•1'MY Narar,•t r t••l.t 0"w. 0't•I Masonite International Corporation OW tCll"I—d WWq O, WO&O mp,Wer" main Sp[CA",,,IS, dt%Vn and WOdW dtud S.D*Cl 10 VWW .00A O Ct Opaque Units COP-WL-MAOI OO.02 FIBERGLASS DOORS 6'8" Height — Outswing 1'Singles1 X M. 1 COP-WL-MA0121-02 TT1' • t 01-1031.02 76.0 ff TM2'0" NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0. OX. OXO Multiples1 2'8" + 17 I 1 CO'-WL-MA0123-02 WNTME 02-0109.09 Application Filed) U•Raling 55.0 Impact NO 2'8" + 1'2" 210" + 1'0" 2'10" + 1'2" 37 + I TO" + IT" 17 + 2'8" + 17 COff-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO IV + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 17 + 2 8" + 17 1'0" + TO" + 1'0" 1'2" + 2'10" + 17 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" + TO" + 3'0" XX, DUO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP•WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the alcove 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 8CC0 protocol PA201, PA202 8 PA203. Q Oakcraff ARk EW 11HIiHGI.Az[ e.N * Y'nOOH.1 Om. r!LL/I1 nII n Or• AM429'2002 MaSonite International Corporation OI COMlODino Drool— of Mo" %DDIo.t A. SDCCdiC.1 H. d"o'no ofod.1 oCUd SVDRCI 10 ~W w4hW MtKt. Opaque Units COP-WL-MA0100.02 . FIBERGLASS DOORS 8'0" Height — Inswing 1international 1 r 02-0109.08 COP-WL-MA0106-02 (Application Filed) r• 1ImpactRated 70.0 NO 1 X 1 1 2'0" 2'6" 2'8" 2'10" 3'0" 3'6"' Not Listed Not Listed Arrangement1(width) X0, OX, OXO 2'8" + 1'0" Eff.1 COP-WL-MA0108-02 02-0109.08 Application Filed) 55.0 1. •1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1.2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0' + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 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" + 37 2'6" + 2'8" + 2'6" + 2'6" COP•WL-MA0110-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + 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 Masonile International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 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. A Oakcraff AR EK- f 1,N INN(: t,A\t I:NI'NY •IIOONC Ner4•-•..NMprewr. Os•, JOre 29. iaz OW CMQ DtOW3M Of DrO" MW&s Wn1 mJkeS SMdaCAOn3. Oesgn Jn0 WODuCI cmSUDIM 10 Maw ww- a -Otte. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing i I.1• 1 02-0109.07 COP-WL-MA0126-02 (Application filed) 70.0 NO Arrangementi X 2'0" 2'6" 2'8" 2'10" TO" 3'6" ' Not Listed Not Listed Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" COP-WL-MA0128-02 1111111111iffiFTueFUTIZa 02-0109.07 Application Fled) OP Rating 55.0 Impact Rated NO 2'8" + 17 2'10" + 1'0" 210" + 17 37 + 1'0" 37 + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17 1'0" + 2T + 1'0" 1'D" + TO" + 1'0" 17 + 2'10" + 17 1'2" + 3'0" + 17' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" XX, OXXO 2'8" + 2'8" COf)-WL-MA0127-02 02-0109.07 Application Fled) 55.0 NO 2'8" + 2'8" 210" + 2'10' 3'0" + 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" + 210" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite Intemational 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. Oakcraft AR k EK`- an.:.ci..as r'nrwr,DOONS w.L"•"w sw.pol.q l)••n ' to 29.2007 — .. o..r.r o•o. W, cm: " wopram of ao&o mam•smaM nt*r tarcftaom &nqn and o.oaw Masonite International Corporation arise suoKO to Cft qW watnm iwticr. X Unit SINGLE DOOR 6- " TYP. 6'8' UNIT 8'0" UNIT 13-15/ttr 17-1/8 MAXIMUM ON CENTER TYP. trrutuuuttut ti7taua Raun 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 0Rough-opening I Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSUBHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 010 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 April 49. 2002 —.— o....,, o.... - U„com• Vmodram 01 drodu • DroKmttN Wet SMd[alor,s. MdsOr1itC international Corporation deign and 0'0&u dead sWect,O cname wdb" no;". XO or OXMID-WL-MAGO03-02 Unit 1 SINGLE DOOR WITH 1 SIDELITE s• TYP. 6'8" UNIT 811" UNIT - 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. RoUgh Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t f .t 1 f Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include 18 and 110 wood screws or 3/16"•Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3116" 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. U a1ud29 2002 Masonite International CoeporaUon U,I CW. •': JiJy Jn, yl p,y0yC1 .nl']•tnKn1 nW<f 44eC1[A9n), deS9n dnC i]Cdn 0Nd WDIM 10 CNnpe "dnW ndce. OXO tltlr I Unit SINGLE DOOR WITH 2 SIDELITES 6- TYR 61" UNIT 8'0' UNIT - 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" I I I I I I I I I t f Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 98 and i10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come Irom Table 11.3A of ANSVAF 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. a AV,429.2002 Masonite International Corporation lAr cam.r•w auVr.n uwuy-c n;,.v+enK+u owes suec.tnw.•. Ocsgn anC W Wn aW SWRu o :cope .tnwi roce. oxxo MID-WL-MA0O05-02 Unit DOUBLE DOOR WITH 2 SIDELITES CL n'P TYP. 0 TYP. TYP. I II It I II tl 1 tl IL TYI I II It 1 II II t 11 Il t 13- t f t I f f t f t t JIMiWimm -Fastener Count 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'e-UNIT 5/16' 17-1/8' MAXIMUM ON CENTER TYP. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA At56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include /8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon :angle 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 Apid29.2002 Masonite International Corporation Om Cm iw aopdm 01 pod•n ma0•findnl -'At' WKd(AOni. ddipn and M." amd wwtct 10 c W n0d - hw'-N- XX Glazed Inswing Unit APPROVED ARRANGEMENT: O aW COP-WL-MA0142-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Double Door Madmum unit We . 6'0- x 6'8' Design Pressure 52.0/-52.0 Limited water unless swW threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requiremems for a spKUic budding 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-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: a0 00 na 00 00 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 0 n El n0 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 IUL, 23 RA- 24 RA 107 Series' 108 Series 304 Series Series' This glass kit may also be useo in the following door style: Eyebrow 5-pand with scroll Oak raft AR EK- 1..,.....1. W uuA• .. . r<., ur.J I;IUI:RCLASS LNTKY OOORC N»r..—f—I.. tM o.— PRC„D1` / f/awn a B April29.2002 Masonite International Corporation ow ea+n.ro o,ow- o1 orocuo m7o.e,Rrro ruses toecdcmta . eesgrl aw www oeue Ufta to crlape wdhaA Wte XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0akcraff AR 4 EK'- I IUI Nf:L.\•\ LN I'N \''i1111)N\ Ne.i.vNrau.tYu [.err Daen April29.2002 Masonite International Corporation ow coat W" oroglam or o90" <"0 0 em mitts SMOWAOlm &Sign and WOW detail SNDKct to cltan4t -SmolA nolct. XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: O O 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 Madmum unit size . 6'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements 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-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: 0o a0 dona0 00 00 000 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 0 - 00 00 00 00 00 0o 00 00 105 Series 106.160 Series' 129 Series' 12 R/L. 23 R/L. 24 RIL 107 Series' 108 Series 30e Series Series' This glass in may also be used in the following door We: Eyebrow 5-tl3nel with scion Oak raff AR k EK" 1.,... , .. IIUI'MI:IA\.l LI.'1'M 1' Un11N\ w..l...,..e fe..N"l..v. poen C,' a n Aprd29.2002 Masoni[e International forpora[ion W UIMa . O•Wam.1 p ."A n,wo.tnlenl "L ypee.IKUpn. as.en /nO'/aKl atua f. blty tc CilNlee -4,wul mwe. XO or OX Glazed Inswing Unit . APPROVED DOOR STYLES: 3/4 GLASS: a 00 00 404 Series 410 Series FIBERGLASS DOORS FULL GLASS: f 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 1 7"' iSiy.. l"' t 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed. of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic tip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak-,_raff ARk EK" I.1III M1:1..\.\\ L'.`I Ml ,I11111M* N, T. "F—,U.t-0— Apra 29. 2002 Our ca won popram of pimp r.ao,emcra rl.ke spaasWioas. 4esron and poputl 1e134 $''CCr 10 Ch^e *an" nw ce a l,r,.•. r, r . PRfi 4 a* %.J/ ;. a e Masonite International Corporation COP•WL-MA0144.02 Glazed Inswing Unit APPROVED ARRANGEMENT: hto:S.; T:Y FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit size • 9'0• x 6'8- Design Pressure 52.0/-52.0 Umiled 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 bu0diog design and geographic location Is determined by ASCE 7-nalional. sure or local building codes specify the edition required. MINIMUM ASSEMBLY. DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: a0 n0 a0 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 0 ° 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 RA- 24 NL 107 Series' 108 Series 304 Series Series' inns glass kit may also be used in the following door style: Eyebrow 5'panel with scroll Oak raft AR EK'- r.....:..r, 1... r..r..,. 1•IUL'NCL.'s LIN'r'M1' 000.1 t.w.i..v.t rO.rNu W, ` /X)LI //'W)(• • 0. e0• Apid29.2002 Masonite International Corporation da CMn...ld p0dram o1 peuuel mP Meal "Wes SpeOicp0nl, dtSgm 04 W00ue1 U, Swatl 100^1 -O n01<t. Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a a t 00 00 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIOELITE STYLES: i± 1 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 o1 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-OADE'BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazar, P.E. — License Number 56533 O ak.raff AR EK" I'IUCKGLA\1 LN7'NY U(IUI() -Tuo rie.tYu E., Dee.. April 29.2002 Ow tam.11a10 pW am or podua imV10"mml "Wes 3peedieppms, ongm am Mown oeW suaga to C"t with" m C. Masonite International Corporation OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: o i' h•,, Loci 0, f. il• JJ u) g.`y Q 1 1 l Double Door with 2 Sidelites Madmum unit size . 12'0- x 6'8- Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements lot a specific building design and geographic location Is determined by ASCE 7•national• state or local building codes specify the edition rertulted. 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: 6:1 don0o00 00 no an an 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 an an 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RIL 23 R/L 24 PA 107 Series' 108 Series 30e Series Series' This glass lit may also be used in the following door style: Eyebrow 5-panel with scroll 0aka raft AR k EK' ._ 6:ML''N<:l ASS l'H 1'.l 1' UrION Wn•T...w.IrM,Y.. [^vlDm.. a April 29.2002 Masonite International Corporation 0. ca,~V WOW—.1 WO .nW WemMn .W of rpKd"..S. OOt'pn aW 010" On" w Cnrgt "aroN '. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a as as 404 Series t 10 Series APPROVED SIDELITE STYLES: I29 Stties 200 Series 12R. 12L. 23R, 23L. 2IR, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 l 109 Series 114. 120. 122 152 series 149 Series 300 Series Series s ISO Series 152 Series 149 Series 109 series 120. 122 Series 300 Series 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 6CC0 PA202 COMPANY NAME CITY, STATE To the best of rMy knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak;ra,ff o...:,, o.... Masonite International Corporation AR EW 1 1Nl N.:ln\.l l: r.IN\,)11.1N\ e4wG.MN.MNuL..v, Ow•. Awd 29. 2002 0.wca.a.vgDora. or aooW.npOremMl.r34" soecd" m. ots:v aW aoa.a teu+ sa>,ea ro cwge.:roa W.Ce. XX Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Double Door Mapmum unit size - 6'0' z 8'0' Design Pressure 40.0/-40.0 Limited water urdess special threstab design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographk location Is delemdrled by ASCE 7-national, state or WA 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: 114 GLASS: 1/2 GLASS: n ao doe Series as as 822 Series 108 Series a O aka, ff AR EK' r..,..:..,, ,.._ V OWKCLA\1 L'M'r'nl'•DOOMS t—t D°O^ r"/ILJ", i n.. a April29.20D2 Masonite International Corporation dv com",dv>•owm of Podw mYo.enWM noses seecd"Ons. Oman am Wcoua otted S.gtcr to cnmoe warm mice. XX O• 1t t Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 series 052 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" Ml... 11L.11.+I; r IMI I)11.1".. w.4..r.ire..N.. r...r 0- Apia 29.2002 ow co kwV program of pooua i provenma miles soerAiwioM. ocvQO AN PW&X1 ocui um ea to cn^e .4rw mmce PREMM : ',-11_1, ° Masonite international Corporation XO or OX ' I ' t Glazed Inswing Unit 1 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 r. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 87. Single Door with 1 Sidelite Maldmum unit size • 6W x 8'0- Design Pressure 40.0/-40.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-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-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 on nn 822 Series 1/2 GLASS: nn 404 Series 108 Series 0 Oak raft AR -k EK'- r..l..l..+r I..T 1<....: •1 1.1111?M I:I,A\\ UN. I , 'V III IIIN\ e.o, ooe.. L a i///J`'•//M Aprd 29 2002 Masonite International Corporation 0a eommwq o.opa of ploou mpo+M1M1 "n soeed"a I. desmn aM P-0I 1 oel.a \.inw W 0^1 -MOM I KI XO or OX Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 000 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). EX3 r State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 4 EK 4110LUQLAS3 lM'rMY UV,1MS ,+.-*••N-r•. •,•r •, PREMMn 11 _., e n Or• r 0..., April 29. 2002 Masonite International Corporation Ow oo"uM Grog, or woallo mwo.tment mHes soes.Mxom. aesgn and pro" aeu+ $.090 to Cm ge .aemn r <e. Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 2 Sidelites Maximum unit sire • 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 Impacl resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 00 404 series am as oa 822 series El 108 series 0 O ak,raff AR EK" 1'IU1: NI:LA\\ Lt, l'M 1' 1)111111.1 rYw.F•sI.11•rtYu Wepee.. C,, Aprd29.2002 Masonite International Corporation QI c0l0e v p0pa1101 p00K1 .2,O nenr man wec"A* U, despn aM p00K1 dead w0ieel t0 crap! -Nall .01[t. Ox0 Itjet Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: x 810 series 300 Series APPROVED SIDELITE STYLES: f 450 Series 852 series 810 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 011 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). iII IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak,raff AR—k EK" 1'I0111M(iLASS em,rgY voogs T..r F-,&"tea.. a to l[J ICI. i n Apra 29.2002 Masonite International Corporation Ow ro"'M6V oroenm o1 W oaw +oor . CM mugs sotOC32i0M. aSig" Od proa"a w saga to Wqe "enou noke. OXXO Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED ARRANGEMENT. i 1r iyt O y C, . Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit sue • 12'0' x Fly' Design Pressure 40.0/-40.0 Limited water unless special thmshold design i; used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resMant recuaemerds for a specific building design and geographic location Is determined by ASCE 7.national• state or loW building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n ao 404 series 11111 as ao 822 Series a 108 Series 0 O ak raft AR 0 EK'" t.r,..:..,, r.•. I:IUL'KCLAS\ HN•ra• uuues o•«, PPEMrv-Cn•., e o. ro• April 29. 2002 Masonite International Corporation Om co.om_. V qr- of o ooW maoMWM mries soccn<ao.n. Oct'gn+m Oro"Oro deud SWRn to elNrlee . VIW MIKe. OXX0 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: i, yt T 810 Series 300 Series APPROVED SIDELITE STYLES: i d a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEOIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). Sri IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raft AR 4 EK" r•rue"r: " .' l:N".N' rr.rnKt U.— 0— Aprd 29. 2002 Masonile International Corporation our cw"%w Q popram or po*w y efic~$. Onq" a"d drod"n etuo c„prccr to "We .4nm MP t XX Glazed Outswing Unit APPROVED ARRANGEMENT: b FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maaimum unit size . 6'0' a 6'8' Design Pressure 55.0/-55.0 Umiled 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 bwion Is determined by ASCE 7-nationaf. stale 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: as as an na ao 0 0 as too Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 nn na on as as 00 105 Series 106. 160 Series' 129 Series' 121W 23 Rk 24 RA. 107 Series* 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-93nel with scroll O akcraff AR EK' r..r..r..,, r... lu;galn T% LK'r'wY UOUM? ro..4...w F..P.0 r+..r O.m Mq• e A4prd29.2002 Masonite International Corporation ow com av vcu a or waaw . vo.emem marts swdcma . Desga and woear Daua swKn w uu.ge .anew mnte XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 1o9 Series 117.120.122 152 Series 149 Series 300 series series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 / &ix 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft AR -J EK'- I•IUL'MI:L.\.\1 L`r'1 N\',UUIIN\ N.w.T..vNIOwt..0 lwv,Om.. U I/y\V/7 ..II fir. l April29.2002 Masonite International Corporation Ow conjowV p Wp as pwo&N Nnao.emem naves speof"ions, des" v4 wooW aeu+ wbercl to C"t ..mow MW XX Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: i O Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door Maximum unit size a 6T x 8'0' Design Pressure 47.0/-47.0 Limited crater unless special Weshold 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 spedly 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: 00 404 Series IIIII 00 0o 922 Series El 108 Series akar. ..lr. ..1 AR EK' t.tl......rr 1'IDL.GLASS UN'1.1' DDnMS N...-U.—F.-r—E—Deer Apru29.2002 Masonite International Corporation 0. tOnl.n.el.e 0.0W m OI p00Kt-0,0--m —Its yOtE.rKAgni. Oes.On IIe quoit[. dtud s. *,, Io ch..pt rdr*w MIKt Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/1812002 milemasters.xls PAGE DESCRIPTION DRAWING >k / REPORT # SERIES INDEX 'MASTER FILE NUMBER 1 1 INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 . 2- JINSTALLATION DETAIL W/# 8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 11000 3 INDEX - 4 INDEX :' MASTER 6 INSTALLATION DETAIL WI# 8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 JINSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW FILE NUMBER 3 JINSTALLATION DETAIL SGL HUNG FLANGE WINDOWS IFLEX0029 IFLEX0020 IFLEX0016 11000 11000 11000, 1600 & 2000 6 INDEX ".' 7 JINSTALLATION DETAIL W/# 8 SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . 11000,1500 & 2000 1000 & 2000 8 INSTALLATION DETAIL W/# 8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000 1760 & 2000 11 INDEX .-.-MASTER 12 FIN INSTALLATION -DETAIL DESIGNER FIXED WINDOW FILE NUMBER 6 ISUDING GLASS DOOR'INSTAL' LATION WITH TAPCONS FLEX0037 JFLEX00211 1000,1760 & 2000 1600, 11000 & 2000 13 INDEX °. •. 14 • ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER FILE NUMBERS .' .' • : : FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES FLEX0027 1HMFINTR 1600,1000 S, 2000 1000 / 1500 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 11000/1600 1000 / 1600 18 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIHMFINTW 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES . 1HMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 1000 / 1600 21 IFLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFLG 1000 / 1500 22- IFLANGE INDEX 23 IFIN VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES MASTER FILE NUMBER? ' ' ...... TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMHMFL0 2HMFINTR 1000 / 1600 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLG 12000 30 IFIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 1 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFLG 12000. Page 1 of 1 milemostersads C TEST REPORTS '- - O ALTT7 WINDOWS 81' FLORIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210=2319-1 A 53 1 /8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1 /2" X 84 1 /2" SER.. 1500 SINGLE HUNG NCTL-210-2318-1 53 1 /8" X 72" SER. 20b0 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO . NCTL-210-2089-1 180" X 96 3/4" -SER: 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY ' BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFrEST CONCRETE OR MASONRY OPENING BY OTHERS ONE 6T vDOD BUCK BY OTHERS CAULK BETWEEN VINDOV FtAMGE L VGOD BUCK STUCCO J BY OTHERS PERIMETCR CAULK BY OTHERS GLASS (TTP.) . SEC NOTES) VINDOVHEIGHT PERIMETER CAIAK By OTHERS ONE By vOOD - BUCK By OTHERS CAULK BCTVCEN VOOD BUCK L N-S'T. OPENING BUCK VIDTH BY OTHERS SHIM AS REO'D. INSTALLATION ANCHOR. FLANGE TYPE •1/.• MA A. - 3/16' CIA. TAPCON VINDOV FRAME (SE- NOTES) SHOVN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16• D:A. TAPCON SHOVN (SEE NOTE 9) CONCRCTC OR MASOURT OPENING BT OTHERS 1•V.' QK j au cMT r G p 1-1/4' KIM GLASS (T) I \ EMBEDMENTCNT (SEE NOTES) a p O I CAULK BETWEEN viNDOv FLANGE L VOOD BUCK PERIMETER SHIM AS REO'D. (AU K 1/4- MAX. By OTHERS SEC NOTES) VINDOV VIDTH01 -I / FLANGE TYPE STUCCO J VINDOv FRAME BY OTHERS CAULK BETVEEM HEADER VOE!D BUCK lSECTIONB—B MAST. OPENING By OTHERS WINDOW wTH. BUCKHEIGHT Is WINDOW HGT. I K. FLANGE TYPE VINDOV FRAME SILL ELr VATION VIEWED FROM EXTERIOR 9 V SILL STOOL V BY OTHERS O • CAULK BCTvEEN VINDOV FLANGE PRECAST SILL t PRECAST 'SILL By OTHERS V/VULKEM 116 ADHESIVE CAULK OR APROvED Ea. SECTION A -A _N p ''. \ F 2 12002 rT. PRDDUCT L TAPCON LOCATION CHART CALL TIP TO A1: " N r1LAJI OCATIONA IN JAM s, TO uP I TOSIZETIP550PSOPv T 022 74 x 26 C.0 C.0 LJ 023 74 X 36 3/6 C.D B.C.O.E I,J.K.L IJA L 02+ 7. It 30 6/6 C 11 S.D.E I.J.K.L t.l.J 1/• k J. L 033 I IG6 1/. x 36 3/e I B.C,C I :..^.D.E I LJ.K,LA11/4 x • B.C.C'.E l A .0 C.E..• I.J.K,L T22 11 A O 1... L LJ I•J T23 11 x la"a" I B.C.0 a,5 :.O.E.r• I.JJ(,L I ,•J,K.L TV In x SO / e.c.G E A° C.o.EF I,J.K.L 1 K L W2 L A l. .1 C...I.0 I,J, a, I,J,K.L M3 120 x 3e 3/e B.C.0 _ I ! 3S.O.E.F U.K.L I I,J,K.IIx /e A,B.C.D.E.r a- E.r GJI I,JJ• : 1 J KA. 6020 72 x 2- 1.J 6030 72 x 36 C.0 C.D.- U I I,J.K.LA7 . C.0 B.C.O.E IA.K.L I.J.K.L 6A A 24 7030 e. x 36 e.C:c.E I 9.c.o.E u.K.L LJ.K,L 70-0 a .• B.C.:.L C.D.E I.J.K1 I.J.K.L 96X2• e030 96 x 36 B.C.C.E 9 C,O.E IJ.K,I a B.C.D.E A.B.C.OE.F 9020 108 X 24 L• •= U I.J,K.L 9030 103 X 36 B.0 s I 3.C-O.0 J.K.L U.K.L 10020 120 X 2A U.L U 1.J.K.L 10030 I 120 A 36 B.C.0 r I e.c.O.E.r I,JJ(.L I,J,K,L 10040 120 X .e B.C.C'.0 A.9.C.O.E.1 I.J.K L I.J. K.L NOTES, 1) SHIM AS REO'O. AT EACH INSTA,TION ANCHOR. MAX. ALLOWASLE SHIM STACK TO EE 1/4-. 2) w1NCOw FRAME IAATERIA: ALLV!NuM ALLOT 6063. 3) TAPCON INSTALLATION A.vCNOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EWSEDYENT-OF 1-1/4' INTO MASONRY OR CCNCRETE. A) USE SIuCONREO ACRr_IC CAULx eENIND WINDOW %ANGE AT HUD d: JAMeS. SKl MUST BE Ar,ACME3 TO THE SUBSTRATE 1L7TA VULKEM 116 ADHESIVE CAULK OR AP?R0/_D EOuAL. H S) USE SILJCONIZED ACRr1_ CAULK FOR PERIMETER SEAL AROUND EXTERIOR i Or WINDOW rLANGE. t 6) IF. EXACT WINDOW SIZE IS N07 LTSTEO IN ANCHOR CHART, USE ANCHOR OuANTITY .LISTED wltn NEXT µQGER SIZE. FOR TH._ APPROPRIATE DESIGN PRESSURE REOb. I B 7) CUSS THICKNESS MAY VARY PER THE REOUIREuE. S Or ASTM E13oo GLASS CHARTS. 6) LETTER OES10,ATIOAS ON THE TAPCON LOCATION C:AA7 IMOIUiE "HERE TAPCON ANCMORS'ARE TO EE tNSTAL:ED w1(EN US.NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED H9LES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE nuJEO w:'i lE S_REwi Or SUFFOE-,: LTM. TO PROM - WIN. S/e IN, EMeCDME'•T 11,70 w0W BUCK. 10) APPUCATtON Or VULKEV I16 A:MESN"L CAULK AT =3AME SILL )RUST COMPLY wfTm SCALµ- mmu-•:TuPC?'S RECOMMENOAT,ONS. 11) "MERE wtN00w IS INS'ALLED m MASCNRY OPENING WITH A STP.UCTUAL Two By BUCK. LOSE po SCRE'ri Or SUFFICIENT LENGTH TO &CmiE%E 1-3/8 MIN. EM9EOMEr.T AT a'_ INj'AUATION FA5 ENES LOCATIONS. 260 IMIC.TNATIDNAL PKVT..:::TE 230. T(a--i3v. r-.%:D• 1!74i PmW< .97 603-0263 Mk SPCAtKING CAULK BETVEEN BY OTHERS VINDOV FIN L S TItNG INSTALLATION ANCHOR •B SCREV S%K13 OR 1 SIDING By OTHERS PERIMETER CAULK By OTHERS GLAZING (ITP.) luIL—, VINDOV MCIGMT PERIMETER CAULK Or OTHERS. v HIM. LMBEDNSN INSTALLATION ANCHCR 88 SCREV STUCCO OR IISiDLNGBy OTHERS CAULK BETvEEN I VLNBOV FIN J I'MIFL a SHEATHING SHEATHING JEMBEDMENTOTHERS SECTION A -A TVO BY VOOD BT OTHERS 1/A' MAX. SHIM SPACE SHIM AS REO'0. SEE NOTES) vINDOv viDTM FIN TYPE VINDOV FRAME 24' O.C. II (MAXTTP.) HEADER A VINDOV HEIGHT EDVALLT SPACE ANCHORS Q Q A 6 MAx J FIN TYPE 2s O.C. J <TTP MAX.<TTPJ VINDOV FRAME SILL 6' MAX. (TTP.) ELEVATION VIEWED FROM EXTERIOR MARBLE SILL STOOL By OTHERS 35iip y. J.4. u p.!•.v} v- i R104 gA:r uz cge, 1/A' SPACE SHIM MAX. SHIM AS REO.O. SEE —Tc— tV0 By vmD By OTHERS VINDOV V1Di)( TVO BY VOOD By OTHERS SHIM AS REO'D. SEE NOTES) 1/A' MAX. SHIM SPACE CAULK BEIVEEN VINDOV FIN L SHEATHING 1• NIK En:EOH-_rt GLAZING (TTPJ J SCE NOTE 7) PERIMETER . CAULK HEATBTI(tnGByGTN2RS OTHERS FIN TYPE VINDOV FRAME JAMB STUCCO OR SIDING By INSTALL ATION OTHERS ANCHOR PB "REV SECTION B-B NOT; t" I) SHIu AS REO.O. AOJACENT TO,EACM INSTAL --AT" ANCHCP, MAX. ALLOwAQLE SHIM STACK TO BE 1/(•'. 2) wR(DOw FRAME MATERIAL ALUUUAJM ALLOT 6063. 3) INSTALAATION ANCHOR MUST BE OF SUFFIC:ENT LTM. TO A_HM MIN. EmBEOuENT OF I" INTO w000 FRAME MEMBER. A) USE SAJCONlZEO ACRYUC CAUL( BEHIND w:NOOw FIN A- HEAD. SU 6' JAMBS. S) USE SRJCOM12EO ACRTUC CAULK FOR PEP.:wETER SEA: AROUNO ExTERNR OF wwDOw FRAME. 6) CLASS THICKNESS MAY VARY PER THE REC•JIREuENTS Cr ASTu E1300 GLASS CMARTS.. 7) INSTALL INSTALLATION FASTENERS AT 6 Lux. FROM COF_%ERS AND MAX. 24O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS• W7H ANCHCR S=ACINC AS STAT_O. IS 70.0 PS; FOR ALL AVAILABLE S(ZES UP TO 73- X ITT' MAX. PREPA7ED Bn R13MT L APPLICATION ENGINEERING.. LNrL 2SR iNTERNANDT L PKVT.. SUITE M. r[•-ipv. FL3:DA 327(e PHONE 1:7 IM-0357 FAx ()7 "1-135 S SHEATHING CAULK BCTVEEN BY OTHERS V IN SCvHEA',KING INSTALLATION ANCHOR AB SCREV ISTUCCOOR SIDING BY OTHCRS !ter PERIMCTER CAULK. of OTHERS GLAZING (TYP.) SEE NOTE 7) vtHDOv HEIGHT PERIMCTER CAULK — By OTHERS INSTALLATION. ANCHOR .B SCREV STUCCO OR SIDING BY OTHERS CAULK BETVEEN viN00v FIN SHEATHINGtSHEATHINGBYOIrQRi TVO By VOOD 1' Min. 9T OTHERS iCnSE3HCnT II Y 1/4' MAX. SHIM SPACE SHIM AS RED]). fin TYPE (SEE NOTES) VINDOV FRAME HEADER VINDOV VIDTN I/A' MAX. SHIM SPACE O vOOD ByBr OTHERS SHIM AS REO•D. SEE NOTCS) GLAZING (TYPO SEE NOTE 7) VINDOV VIDTH FIN TYPE VINDCv2N' O.C. AMx. II tx.)r FRAME Jana A VINDOW SPACE FIN TYPE HEIGHT ANCHORS ( TYP.) t vUNDOv FRANCslu8 8 APPLE SILL STOOL BY 24' O.C. A. 'ZI OTHERS NAX. ( TYP.) 6' NA%.( TYP1 1/A' " Al. SHIM SPACE SHIM AS REO'D. SEE NOTES) 7EMSCOKENT TvoByBHERD SECTION A - A PERIMETER / CAULK J BY OTHERS STUCCO DR SIDING BY OTHERS SECTION B- B CAULK BCTVEEN VINDOV FIN L SHEATHING 1' MIN. EnBEWCNT i SHEATHING By OTHERS 3 SCREV NOTES 1) SHIN AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. u...-LLOWABLE SHIM STACK TO BE Ifa'. 2) WMOW FRAME UATMAL: ALUMINUM ALLOY 6061. 1) INSTALLATION ANCHOR MUST BE Of SUFFICIENT LTH. TO AIC pIIX MIN. EMBEDuENT OF I- INTO WON FRAME "EMBER. A) USE S"ONIZED ACRrLIC CAULK BEHIND wINDOr FIN AT NEAR. SILL @ JAMBS. NATION -) USE SwCO* aZEO ACRr.IC uuuc TOR FEruETER SEAL AROUNO VIEW M X RIOR EXTERIOR OF wINDOw FRAME. 6) GLASS THICKNESS uAY VARY PER THE REOLKREMENTS Of AST" E1300 CLASS CHARTS. y--7 r :5 'ti :.rY... 7) INSTALL INsrALLATK)n FAT - MA _NEas Ata' x. FROM ccRnCRS AND MAX. 24" O.C. DESIGN PRESSURE. CAPACITY Of INSTALLATIONS MTr1 ANCHOR SPACING AS STATED. IS 0.0 PSF MA.7 V-FA.CT ui .-.tom: IT,Ia FOR ALL AVAILAM SIZES UP TO 119' x 49 S/B' VAX- GoRIDA j RE DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL. . LRIDA TITLE: INSTALLATIONR8 SCREVS HORZ. SLIDING FIN LTINDOV XOX CONFIGURATION- SERIE; 1000 i DP.AWN BY: BB APPROVED BY: DATE:12/ 17/ 01 SCALE: N. T. S. DWG.: FLEX0029 PRCPARC0 Zf. PRO= L APPLICATION CNGINCCRIK.. INC. 2S0 tNTCRHATIONAL KVY- SLITE i30. H(ATIgOV. %7..10A 32744 PrOVC A07 so-OM3 fA. A07 B:3.03L! CONCRETE OR MASCHRY OPENING — Br OTHERS ONE By WOOD BUCK By OTHERS CAULK BETWEEN C WINDOW FL ANG• 6 WOOD B STUCCO By OTHERS PERIMETER CAULK v.^ BY OTHERS W'IN Mv HEIGHT) GLASS (TTP.) SEE NOTES) PERIMETER CAULK by OTHERS CAULK BETWEEN WOOD BUCK L MAS'Y, OPENING By GTnERS L9 I9 ONE BY WOOD cc C.ETE OR INSTAL'-ATIGN ANCHOR BUCK By O-HERS MA'j%RY OPENING 3/I6' DIA TAPCON 2r OTHERS i B. W .IM BUCK WIDTH) I j twttntHr 1/•• SHIM i Ti FLANGE TYPE SPACE MA A. EH3LDMENT WINDOW FRAME Sri*M AS REO'D G JAM? 'SEE n7TES) j WS'ALLA'ION ANCHOR. 3/16• DIA. TAPCON 1/4. sHIM v SPACE MAX. IT RIGID V:N•L GLAZ:NG BEAD G•ASS'Tr:.) X <SEE NOTES) SXIM AS R:O'D. SEE NOTES) FLANGE TYPE ME WINDOW FRAME HEADER RIGID VINYL GLAZING BEAD TYP.) FLANGE TTPE WINDOW FRAME SILL CAULK BETWEEN v / d WINDOW FLANGE J Q L PRECAST SILL / // V/VVLKEM 116 PRECAST SILL SECTION A/'1 A9HCSIvC CAULK BY OTHERS OR APROVED EOL. W.W. A— A B C D r I W.H. r— G B I I 0 ELEVATION VIEWED FROM EXTERIOR B.H. CAULK 6ETvCEN BUCK WINDOW CLANGE IGHT) L WOOD BUCK PERIMETER CAULK STUCCO By OTHERS BY OTHERS V.V. WINDOW WIDTH) CAULK BETWEEN SECTION o L'00_ BUCK L SECTION B—U HAS'Y. OPENING NOTES, BY OTHERS 1) SMIM AS REO'0. AT EACH INSTALLATION A:+CMOR. MAX. A,LOWABLE SHIM STACK TO BE 1/4•. 2) w:NDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACMIEvE MIN. EMBEDMENT OF 1-1/{-INTO MASONRY OR CONCRETE. A) USE SILICOMZEO ACRYLIC CAULK BEHIND wINOOW FLANGE AT MEAD i[ JAMSS. SILL MUST BE ATTACHED TO THE SUBSTRATE wrTH VULKEM 116 AOHES1vE CAULK OR APPROvED EOLIAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUNO ExTERIOR OF WINDOW FLANGE. 6) IF ExACT WINOOw SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH NExT LARGER SIZE. FOP. THE 7) CLASS THICKNESS ~MAYrVARY VPER THEVR:OUIREuENTS DF ASTM E1300 GLASS CHARTS. e) LETTER OESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE wHERE TAPCON ANCHORS ARE TO BE INSTALLED wr,_N USING THE ExTERIOR EVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT OEStGNATED FOR WCON ANCHOR SHOULD BE FILLED WITH 18 SCREWS OF SUFFICIENT 17r.. TO -PROVIDE MIN. 5/3 IN. EMBEDMENT INTO wOOO BUCK. 10) APPLICATK)N OF vULKEM 116 ADM.ESIvE CAULK AT FRAJAE SILL MUST COMPLY VATH SEALANT UANUFACTUF.EP.*S P.ECOMMENDAi'ONS. 1 :) ONE ADDITIONAL FIELD DRILLED & INSTALLED ANC -OF IS REO'O. IN EACH JAMB ON THE FOLLOWING SIZES: -D25- (73 Y 62). •026' 73 x 71).-56M60M- (65 x 71). 6: '6Cu6OM• (71 .x7l). PUCE ANCHOR EETwEEN ANCHORS C AND 1 AND BE7WECN ANCHORS -H AND J- OVtR 55 PSF ONLY. 12) WMERE WINDOW IS INSTALLED LN MASON--- OPENING Wir. A STRUCTUAL F TWO el WOOD BUCK. USE 110 SCREWS OF SUFFICIEN- LENGTH TO ACHIEVE 1-3/8- MIN. EMBEDMENT AT AFL D(STALLA:ICN FASTENER LOCATIONS, ON SIZES NOTED IN NOTE ()1 ADD A 2:0 SCREw i-I ANCHOR TO EACH JAMB FOR NOTED Oc SIGN PRESSURES. J - F MANWACTURF,13 NA , rTIP(/n>=Rc FUZ a _ PP Pyr_ 6.. P93DV)1 L APPLICATION C' CALL TIP TO SIZE TIP 1H2 2E 1/2 x 26 1H3 26 1/2 x 38 3/6 1X41 2t 1/2 x 50 5/6 IH45 26 1/2 X 56 1/- 1H5 26.1/2 x 52 1,,6 26 1/2 x 72 22 x 28 23 37 x 38 3/t 2. 37 A 50 5/8 AS 37 x 56 1/4 25 37 x 63 26 1 7? J I/t A xo 33 53 1/5 x 31 3/8 3. 53 1/3 x 50 5/6 345 53 1/5 x 56 IP 35 53 1/8 x 63 36 53 I/• x 7 2C23 7a A 38 3/3 024 7• x 50 5/8 D215 74 x 56 1/• 025 7- x 63 ols 7, x 72 20M20u20u30M 2OM40M a x a 2, x 36 24 X {e 20.,6. 20u5Ou Ir.60. 24 x 54 2- x 60 2A x 7 3Ou20u 36 x 2A 30M30M 36 x 36 30M40M 3E x AS 30u46M 36 x Sa 30usom 36 x 60 30u60M 36 X 72 Y u 40u30M 48 x 36 OMAOM aS x {S AOMA6M 18 x SA 4CM50u 48 x 60 AOu60M S x 72 a 46M30u 54 x 36 45u4OM 54 x 48 SM46u 5. X 54 46M50M I 5. x 6016u60uSAx72 50M20M 0x is — TO S-o- CC C C C CC CC C CC CC lex B.0B.0 E.0 T C C CC CT C CC C C CC CC CT CC C TO c C CC C CT CC C Cc ex e.0 B.0B.0 B.0E.0 C C CC T CC C C CT CC CC CT B.0 B.0e.0 B.0 yC B.0 TO 7.0 w CC C C CC I C CC cf cA.0 B.0 A.3.C,C A,?C.L A.-:C.OIC.D CC CC CC C C 9.0e.0 B.0B.0 e.0 y1RT LOCATIONS IN JAMS JUAY J PY c-v 10 I TD TO1Aavs5mr7e G,M G.H C.H C.H Gh C.M G.H G.H C n I,J G.H C M LhJ.J G.M G.MJ,J C.n!.J C.M CNlJ G .0 c c: G., G h O.^ I,J C.-J.J C.M C.HJ.J C.rJ,J G.M C MJ.J C.r I.J CN 1,J G.XJ.J LF.G M I,J y.nG.H y.n Gh v.. G.Mj.J G.X G.HJ,J C n,I.J G.H,LJ C.MJ.J f F. G.n!.J G. M,LJ CNJ.J C N.I.J E.F,G n.l.! E.F.C.H.0 G.h C.MJ.J C.., *"j C.HJ.J G.MJ.J EF.G M.I.J C.X.LJ f.F,O.X.LJ E F.Z.MJ.J G.H.LJ E.F,CN.LJ E,F,C y.0 CNJ.J G.M G.H y. Gh C. Ch C.H C.M Gh G.•!.J G.X GN C.H.0 G r. G.XI.J 1 J n I CN C.H C.M C.H G.nJJ Gh.1,J C,H C.MJ.J G.HJ.J C.n GhJ.J G.HJJ L.X.I.J CNJ.J E.F.G.HJ.J C,M C.M yhC.M,I.J ON G.HJJ 1 G.H.I.J G.M C,MJ.J C.X 1.J C.M G.M C,M.I.J C.M GNJ.J CN.1.J G.M,I.J I G.MJ.J E.F.G.H,LJ SOM30M 60 x 36 C B.0 e.0 Gh GN CJ4.1.J 50ua061 60 A 48 C B. I e.0 C.n ChJ.J G.H!.J 50u46u 6C x 54 C B.0 B.0 C.M!,J GNJ.J E.F.G.H,LJ 50MSOM 60 z BO C B.0 e.0 G.X!,J G.MJ.J E.F.C.nJ,J 50u60u 60 x 72 C B.0 ?.0 C.HJ,J _ EF,G.n!,J EF.GN!.J 561420. Ao A d4 L tj.L - h 56u30u 66 x 36 E.0 B.0 A.?.C. C.M G.M GNJ.J SGMAOM 66 A AS E c e.0 A?.C.O G.M O,MJ.J G.H!.J 56u46u 66 x SA 2: B.0 A.'_.C.: C.M,I.J I CNJ,J I EF.O.H.I.J 56u50u 56 x 60 E.0 B r A.B.C.: G.M.I.j E.F.C.H,I,J E.F.C^u SEM60u 65 x 72 E.: B.0 A.I.C.: G.H!.J E.F.G.H!,J EF.G.M,I,J• 60M30M :2 x, 36 e`c E - A.?.C.: G.H C.M C.H J.J 60u4Ou 72 A aS EX B c A.?.C.: C.n G,n 1,J Gh.LJ 60u46V 72 A 5- E.: B., A.I.C.: O.H.! J G.H).J E.F.Gh u 60u50u 72 A 6C _ C B c A,I,C.: GN.I.J I E.F,G...I,J E.F.,.n!,J uE Yu 72 x 72 E c B c AIC.: C.M,U I E.F.C.H.LJ E F C.X! J• ADDITIONAL AN H5RS RE-D. SEE NOTE It FLORIDA EXTRUDERS SANFORD. FLORIDA TITLE: INSTALLATiCIN DETAIL W/ TAPCON:S HORZ. SLIDING FLANGE: WINDOW - SEP.IES 1000 DRAWN BY: BB I APPROVED BY: DATE: 10/23/01 I?CALE: N I S D G.: FLExOD'D INL. 25C IM)iRHA'I^ Pavr.. :•J:TC 25:. 227.6 idNC ':7 605•07e5 .++ 7o5.O3d5 i CAULK BE oNE eY ve0o CONCRETE GR WOOD BUCK L BUCK BY OTHERS MASONRY OPENING MAS'Y. OPENING BY Oi HERS BY OTHERS CAULK BETWEEN v!NCOV FLANGE ' L WOOD BUCK jj !- 1/t' ENT G C A EMBEDMENT I I ti5"ALLATII ANC!!GR t / ' L. TAPEON STUCCO J I SHIM AS REO'D. BY OTHERS 1/4. MAX. PER!nE TER ( SEE NOTES) CAULK BY OTHERS LANGE TYPE W INDOV FRAM[ HEADER RIGID vINL GLAZING BEAD i (TYP.) GLASS 30v h _ (i YP.) (SEE NOTES) BUCK WIDTH) CM3C DMCni INSTALLATION ANCHOR ONC BY WOOD MIS* DIA. TAPCON D BUCK BY OTHERS i IT TUCICO r BY TMERS Sh!M 1/ .' REO' MAR. D. I1/ RIGID V:NYL (SEE NOTES) GLAZING BEAD Z GLASS mill /N4irP.xSEE NOTED FLANGE TYPE WINDOW FRAME JAMB CAULK BETVEEN o WINDOW FLANGE PERIMETER L WOOD BUCK CAULK BY C'MERS v.v, WINDOW WIDTH) I EIGHT) er BUCK CAULK BETWEEN HEIGHT) WOOD BUCK L CAULK BETWEEN WINDOW HAS'Y. OPENINC FLANGE L PRECAST SILL BY OTHERS W/ VULKEM 1l6 ADHESIVE SECTION B-B LAULJEOLY FLANGE TYPE CONCRETE OR INDOV FRAME MASONRY OPENING SILLBY OihT_RS r"-- W.W. - I PRECAST S[LL f a ° • BY OTHERS I A A C I 0A NOTES. SECTION A -A 1) SH;u AS REO•D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE D ESHIMSTACKTOBEI/A-. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6053. I / , _- 1 J) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE / ' ' ^„ MIN. EMBEDMENT OF I-1/A' INTO MASONRY OR CONCRETE. A) USE SIUCCmZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD JhJAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH K B y 'Y VULKEM 116 ADHESN£ CAULK OR APPROVED EQUAL. i 5) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEA: AROUND W.H. r G EXTERIOR OF WINDOW FLANGE. r 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHJRT, USE A 7 ANCHOR OUAN7tTY LISTED WITH NEXT LARGER SIZE. FOR THE ` V APPROPRIAtE DESIGN PRESSURE REO'O. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM Q E1300 Gu55 CRAFTS. I AT 0 Cf.Y 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE 1-{ TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE' 30Py TO ADDS. try TO 70PSF 30.V TO 600S, A:Asr TO 7:PS• 12 a 1/3 . 25 e e F.c F.G 13 It 1/2 A,37 3/5 e B F•G F.G 1A 1a Va A A9 5/a B B r,G F,0 165 1e 1/e t AsVA e e r.c F.c 15 is 1/3 . L2 B e F.0 r,c 16 A 7t e e F.0 r.c rJ 17 I a t 3 e f F G.J.. IH2 25 1/2 1 75 B B ln3 25 1/2 A 37 l/e B B I.0 f,G IM. 25 1/2 A A9 5/a B B F.G F,C.hJ t M45 25 I/2 A 55 1 / A B B F.0 F.C. tH5 25 111 02 B B F•G F,G.hi 1146 25 1/2 A 71 6 g F.0 F.0 H.; IM7 25 1/2 t 83. 8 e F.O.J.K F.CJ.A k 1/2 A 26 29 1/2 t 25 1. F.G F.030I/2 • 36 3/8 30 1/2 . 50 5/6 29 1/2 A 37 3/8 29 t/2 X A9 5/8 Be Be F.0 F.C.H.J b 1/2 56 1/A 29 /2 A 53 i/A B 8 F.G F.C.r.J k 1/1 . 63 T9 1/2 a 62 B fi F.0 F,G.HJ b 72 39 1/2 a 71. 8 e F.C.M.I F,G,HJ 30 1 2 BA 29 1 2 t 63 e B F.G.J.K F.G.J.K 23 36 X 25 36 . 37 3/5 8 OB F.G F.G 2A 36 A A9 S/e B B F.0 F.0.xi 245 351551/A e e f.G F.G.HJ 25 36 A 62 B B F,GA.1 r.G.HJ 26 36 R 71 8 6 F.G.M.1 C.E.F.0 -J 7 36 A 83 B 9 F.G.J.K F.G.n,t•J.< A . AI X 25 B e F.C. I. A2 . 36 3/8 AI A 37 "' B B F.G C.HJ 42 . 50 5/a AI A A9 s/e B B F.G.MJ F.C.MJ 42 . 56 1/4 42 . 63 41 X 35 1/4 Al . 62 B B r,G h I O.C.F,CJ•J 42 72 AI A 71 8 fi F,C.M•1 D.GF.GJ•J A . A A l X 83 F.G.J.K F.c.nJ.J.K A8 26 47 X 25 I B B A.0A.0 r.0 4F.G.ki Aa . zc 3/3 AT A 31 3/e 8 A. F,C f,G,HJ N 50 5/3 47 . A9 5/e A7 A 55 1/A B A.0 F.G M.1 F.C.H.J s6 1/AA : 6 . as Al 1 62I B A.0 r.c.H.I D.E.r.c J A6 . 72 A7 A 71 B A.0 P,G NJ D.E.F,-, I ASA a71 83 F XF K 32 51 I/8 t 25 B A,C F.G F.G 33 52 1/8 A 37 3/8 8 A.0 r,G F,G.HJ 3. 51 t/6 . A9 !/a 8 A. f,G.n,l F.0 MJ 3A$ 52 1/e t ss 1/. B A.0 F.c.HJ 0 E.F.C.yJ 35 52 1/8 A 62 8 A,C r,C.HJ O.E.F.G.r..1 36 52 1/8 R 71 8 A,C r.G,H,1 O.E.F.C.M.1 37 52 1/6 . e3 a AC r.G.J.K O.E.F.C.J.r..J.K 37 SIZE NOT AVAILABLE IN 1000 OR ISOG SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHIN USING THE 1— EXTERIOR ELEvATtON AS A KEY, r) , INTERNATIONAL. INC 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON FLORIDA EXTRUDERS SANFORD. FLORIDAAC ANCHOR SHOULD BE. FILLED WITH /8 SCREWS OF SUFFICIENT LATH. A A " TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. to) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS TITLE: INSTALLATION DETAIL PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATIONSERIESSINGLERUNGS. SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500E 2000 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WTTM A STRUCTUAL TWO BY WOOD BUCK. USE /10 SCREWS OF VIEWED FROM EXTERIOR DRAWN BY: BB APPROVED BY: SUFFICIENT LENGTH TO ACHIEVE 1-3/e' MIN. EMBEDMENT Ai ._.I > j c1 ALL INSTALLATION FASTENER LOCATIONS. DATE: 1 0 0 7 / 0 1 I SCALE: N T S DwG.: FLEX 0016 PF.E?.RED B•: PRODUCT A APPUFA'K)N CNLNZERwG. INC.. 250 NTERMAt10l^ P.Y.. $OTC 250. n[A; nROW. FLORIDA 327A6 PRONE 407 805-0365 FAX 407 S:S-0366 CAULK BETWEEN VINDOV FIN L SHEATHING INSTALLATION ANCHOR iB VCOD SCREW STUCCO BY OTHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS SHEATHING Br\ S GLAZING IT YP.) SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR nB vOGD SCREW STUCCO'" BY OTHERS CAULK.EETVEEN WINDOW FIN SHEATHING L SHEATHINGS BY OTHERS SECTION A -A I' MIN EM of DMENT TWO By WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) z a J SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) SEE NOTES) tL//- F(N TYPE WINDOW FRAME SIIMARBLE SILL STOOL BY OTHERS TWO BY WOOD BY OTHERS I'MIN. EMBEDMENT VINDCV WIDTH 1/4' MAX. SHIM SPACE SMIM AS REO'D. TWO BY WOOD tSEE NOTES) STUD BY OTHERS NA"` 1' MIN. l)L r- EMeEDY.ENT GLAZING (TYP.) "'' rq.ER 7Fag # (SEE NOTES) i SHEATHING By OTHERS CAULK BETWEEN I.- V INDO W W.DIS A B B 24. D.C. MAX. (TYP.) EOUALLY SPACE ANCHORS (TYP.) HEIGHT T- HEIGHT A J I I 6- MAX. II (TYPO i111 6' MAX. (TYP.) ELEVATION vIEwED FROM EXTERIOR FIN TYPE WINDOW FIN WINDOW FRAME L SHEATHING JAMB PERIMETER INSTALLATION ANCHOR CA, LK 8 WOOD SCREW BY TERS STUCCO BY OTHERS SECTION B-B NOTES. 1) SHIM AS REO.O. Al EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SACK TO EE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6OE3:- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTn. TO ACHIEVE MIN. EMEEDMENT.OF V INTO WOOO BUCK. A) USE SILICONIZED ACRYLIC CAULK BEHIND WINOCW FIN Al MEAD. SILL h JAMBS. 5) US SALICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTER10R OF W NDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCM.OR CHART. USE ANCHOR OUATTITY LISTED VAIN NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE P.EOLMEMENTS OF ASTM E1300 GLASS CwUTTS. B) FLORIDA EXTRUOER00 S10SERIESSINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRJOERS 1500 AND 2000 SERIES SWCLE SUNG WANDOwS. REVI DESCRIPTION DATE IN! FLORIDA EXTRUDERS) INTERNATIONAL, INC SANFORD. FLORIDA TITLE: INSTALLATI= N D7TAIL W/RB SCREWS SING:-E HUNG ciN WINDOW - SERiE'S 1000,1500. C 2000 r`: DRAWN BY:P9 APPROVED BY: DATE:12/ 13i01 ;SCALE:N. T S DWG..FLEx0026 SHT 1 GF 2 7 CONCRETE ORMA$ONR On;NG By OTMERS ONE By WOOD BUCK By OTHERS CAULK BETWEEN vi`DOOID BUCK ` STUCCO J BY OTHERS PERIMETER CAULK By OTHERS GLASS (TrP.) SEE NOTES) WxviNDOV EIGHT) PERIMETER CAULK BY OTHERS a INSTALLATION ANCHOR 3/16' CIA. TAPCON CAULK BETWEEN v000 BUCK t MAST. OPENING BY OTHERS GLA$$ (iTP.) 1-1/4" MIN. (SEL NOTES) C Er.BE On_nT IAA B• ia: SHIM ASA REO'D. Q# 1/1• MAX. SEC NOTES) FLANGE TYPE WINDOW FRAME III A W.W. RIDGED VINYL GLAZING BEAD B.H. BUCK / HEIGHT) , RIDGED VINYL W.H. B B i r A7:NF. HEAD I H FLANGE TYPE WINDOV FRAME B.V. SUCK WIDTH) SHIM AS REO'D. 1/A• MAX. SEE NOTES) R!OGED VINYL GLAZING 9cAD I-11.- w:N. C-ICDKCr CONCRETE OR MA$'NRT GPENINGiBY THERS C> INSTALLATION ANCHOR 3/16' CIA. TAPCON v 0 L*IE BT WccO 0 BUCK BY OTHERS FLANGE TYPE -- WINDOW FRAME CAULK FLANGE PERT:.ATERWINDOWFLANGECAV_KtWOODBUCKBTOTHERS CAULK BETWEEN I WOOD BUCK t V.V. MAS:Y. OPENING W(NDOv WIDTH) 6r OTHERS STUCCO Pr OTHERS SECTION B-B 1B x (T rPO 1 6• MAX. (TrP.) A --a ELEVATION VIEWED FROM EXTERIOR CAULK BETVECN VINDOV FLANGE l PRECAST SILL V/VULKEN 116 PRECAST SILL ADHESIVE CAULK BY OTHERS OR APRV'D. EOL. SECTION A -A.., j) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4. Z) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16' CIA, TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT Lin. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. A) USE SIUCOMIZED ACRYLIC CAULK BEHIND w:NDOW FLANGE AT HEAD h JAMBS. 9LL MUST 8EAT'ACmEO TO THE SUBSTRATE WITH VULKEM it ADHESIVE_ CAULK OR APPROVED EQUAL. 5) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SSAL AROUND EXTERIOR„O N WINDOWTiTv nL 14C.E WITH 6) IF EXAta rnNEniw vEE $ NEXTLARGERSIZE. FOR THE APPROPRIATE OES:GNIPREiSURE REO'0. 7) GLASS THICKNESS MAY VARY PER THE REOUIREuENTS OF ASTM E1300 GLASS CHARTS. B) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. /- SCREWS'OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD SUCK SHOULD BE INSTALLED. 9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. 10) SEE BACK OF THIS SHT. FOR INSTL'N ANCPOR REOUIREMENTS. 11) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEN1."IT MANUFACTURER' S RECOuMENCATICNS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A SRh1CTED TWO By W000 BUCK. USE J10 SCREWS,OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBMENt. 13) WINDOW UNITS CAN BE uUL:ED TO OTHER UrOTS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SMELTS FOR P.EOUIREMENTS. INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD. FLORIDA TITLE: iNSTALLAT iON DETAIL W/ ONE BY BUCK FIXED FLANGE WINDOW - SERIES 1000 & 2000 DRAWN BY: 'B APPROVED BY: 2 2002 DATE: t0/22/01 SCALE: NTS DWG.: FLE-0018 S,+EET 107 2 PREPARED BT:'PR000CT TECHNOLOGY COAP., 250 tl TERNAM)NAL PK'W), Surm 250. nUinR'SA, /LORIDA 377.0 PnONE •07 B05-0365 FAX a07 BC:-:SE6 f SHEATHING BY OTHERS CAULK BETVEEN VlnDOv FIN t SnE ATH[NG INSTALLATION ANCHOR R8 SCREv EXTERIOR FINISH BY OTHERS PERIMETER / CALILK By OTHERS VINDOWHEIGHT EXTERIOR PERIMETER CAULK By OTHERS INSTALLATION ANCHOR R8 wCOD SCREV EXTERIOR FINISH — BY OTHERS r C•LAZINC cSEE NOTE 6. CAULK BETVEEN VINDOV FIN I•MIN. EH3E OMENtSHEATHING SHEATHING BY OTHERS SECTION A -A MIN, DMENT Veoo FRAMING By OTHERS (`' j j SHIN AS REO'O.+A-` ` - pL'41 FL©RMA B•®•p,F• NAME-. SEE notES) =,", 7•vpA NAMA'. u lip MAX: F µl} SHIM SPACE-7 `. , MR 1'f jay"' GLAZING SEE NOTE 6) BUCK HEIGHT FIN TYPE VINDOv FRAME z::c— _1 SHIM AS REO'D 1/A' MAX. CSEE NOTES) vCCD FRAMING BUCK BY OTHERS vIY HE EXTERIOR FIN TYPE VINDOV FRAME A !' ELEVATION VIEWED FROM EXTERIOR VINDOV VIDTM I 1/4m MAX. SHIM SPACE vOGD FRAMING BY OTHERS SHEATHING l— BY GTHERS ANALLAilON ANCHOR X? SCREV CAULK BETwCEN VINDOV FIN t SHEATHING SECTION B-B FINISH PERIMf TER EXTERIOR CAULK Br OTHERS By OTHERS NOTES• 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR. W17H LOAD BEARING SHIN. MAX. ALLOWABLE SHIM STACK TO BE 1/6'. 2)• WINDOW FRAME MATER:AL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGMT TO ACHIEVE MIN. EMBEDMENT OF 1 INTO WOOD FRAME. 6) USE SuCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) USE-SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PER REQUIREMENTS OF AST1A E1300 CLASS CHARTS. SINGLE GLAZING n jHUwN• IN SULAIINM (:LASS ALSO V-0111'a. 7) FLORIDA EXTRUDERS 2000 SERIES FLXED PICTURE WINOOw IS SHOWN. THIS PRINT ALSO APPUES TO 1 THE FLORIDA EXTRUDERS 15W AND 1000 SERIES I PICTURE WINDOW. _ B 8) SPACE INSTAL LATION ANCHORS AT 6 MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WIT= ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71- OR 63' X 95' OR 119" X 37-3/3- MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS uS: NG ALUMINUM TUBE MULLION. SEE MULLION INSTAL' J710N SHEETS FOR RECIREMENTS. TITLE: INS IA.LLAIIUN ULIALL W/ RO WUUL3 3lRCW FIXED FIN WINDOW — SERIES 2000 Fa^^, j• ` DRAWN BY: E$ APPROVED BY: tL 2 DATE: I / 13/02 SCALE: N. T. S. DWG.: FLEX0030 PREPARED 8Y: PRODUCT tECMNOL04y CORP.. 250 INTERNATIONAL PKw . SLA--E 250. LAKE MARY. FLOAICA 32746 PHONE 407 605-0365 FAA A07 605-0366 U CAULK BETVEEN VINDDv FLANGE L VOOD BUCK CONCRETE CR MAiDNRT OPENING 3T C:.,CRS EXTER.D'R FInIIM BY Gi.C+$ 1 PERIMETER CAULK 31 OTHERS VINDOV FRAME HEAD WYCIDOWHDGMT EATERIOR VINDOV FRAME — SILL PERIMCTER CALK BY OTHERS XTER:GR FINISH — e, eT.:ERs CAULK BCTVECM VOGD BUCK L HAS ONRY OPENING If cl,ERS ONE 3T V003 BUCK By OTHERS INSTALLATION ANCHOR 3/16' D;A. TAPCON dI -I? uln. Q Q EMBEDMENT 1 1/a' MAX. SHIM SPACE SHIM AS REO•D CC NOTES) GLAZING (TYP. SEE NOTES) CMANCHOR-3/H16' D!A. TAPCON SP;M AS REO'0. SEE NOTES) T_ L 1/4- MAX. r SMW SPACE NOWT C1) SMIM AS REO'D AT EACH INS:ALLA:ION ANCMCP. WIT., LOAD SEARING SHIM. MAX. ALLOWABLE Se-IM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. 3) 3/16- OIA. TA-lCON INSTALLATION ANCHOR MUST 9E OF SUFFICIENT LTH. TO ACMIEY MIN. EMBEDMENT 0-- 1-1/4' INTO mASONRT OR CONCRETE. PLACE TAPCON ANC.,ORS 6' FROM CORNERS & 24. O.C. MAX. ALL FACICRY APPLIED MOLES NOT DESIGNATE) FOR TAPCON ANCMCRS SMDULD BE FILLED WGM /5 SCREWS OF SUFFICIENT LTM. TO PR0%1DE MIN. 5/B IN. EMBEDMENT INTO WOOD BUCK. A) WHERE WINDOW IS W$ ALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE /10 SCREWS OF SUFFICIENT LENGTH T= ACMIEVE 1-3/9 MIN. EMEEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE SILICONIZED ACRYLIC CAULK SE -]ND WINDOW FVNCE A7 MEAD. SILL JAMBS. 6) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEA: AROUND EXTERIOR OF WINDOW FLANi.E, 7) CLASS TH:CKNcSS MAY VARY PER THE REOInREMEN-S OF ASTM E1300 GLASS CMARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. B) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED By OTHERS. BUILD DOWN uLST BE OF SUFFIECIENT S-RENGTH TO ACEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 10) ELEVATIONS SFOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO curt USE of i .,1$ PRO.;U'I TO THESE TWO CCNFIGURATK)NS. TnIS SHEET APPLIES TC ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. h 200C SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS WINDOW WIDTH A EXTERIOR ELEVATION 1/4• MAIL — SM:M SPACE SHIM AS REO'0 SEE NOTES) VINODV FRAME A Q JAMB GLAZING f1TP. SEi NOTES) PERIMETER CAULK — BY OTMCRS / Ei TERIMP FINISH J BY CTMERS VINDOV VIDTH I-I/ a• MIN. EM3CZMEN' ONE BY VCOD BUCK BY GTHERS i.NI TALLATI-N ANCmCP. 3/16' D;A. TAPCGN CAULK BETVEEN VSCD BUCK t M—E' T EIPC N:NG aY G, HERz C\ CAULK BETVEEN VAN 30V FLA. v.GD BUCK CONCRETE CR MASONRY a. ENIrG By OTHERS SECTION F— B MN00W WOTM A A EXTERIOR E! EVATION WINDOW HEIC.HT CAULK BETWEENYRYVIMDOV FLANGE L WOOD BUCK. j, F.17, 1-)/•- MIN. FLORIDA EXTRliDERS' sNeoRo° FioRioAfu9E0MENi ryUrOR — ONE Br VDOD 1iTITLE.£LANCE INSTALLATION DETAIL CONC;.:TE Y.EADER V/1 by Q_LK BUCK8Yr.... A.T...,s 1„ I ----- -- -- -- --•--- - ---- ---- - ---- ---... w.c) f....:x. iff•.OAG• CY. n MH[...Hp... l+C. =c VIA. .K•)cv, H.PIM x)r .wX .+ r.-Aa) . aH r.•ew ONE BY BUCK Br CTHCRS CAULK lEtVEEN VINO_V rLANGE L Sr A7HING P:YVDOD (: F) By CTH£RS EXTERIOR1: iN:SH 0BYOTHERS BY OTHERS WINDOW FRAME HEAD wRIDDNHCIGnt CXTER;DR V.mDOV FRAME S%L FE;INETER CA.:.K BY OTHERS E X'ERICR — f:NSH A OTHERS \\ SHIN AC P£0•D SEC NCTES) GLAZ;NG (TTP. SEC NOTES) i' SHIM AS REO•D SEC NGTES) CAULK ?ETWEEN VINDO•= FLANGE L ONE it WOOD TUCK CAULK ?•_tvEEN WOOD B'._K L MA:QO,- OPENING Br OTHERS cDnCRE:E R CSC' T 10N A —ANASDc • - - Br DTME.z INSTALL -;:ON ANC.{; ca SCREW BUILD DOWN Bi OTHERS ALSO APPLSILL) •L• NOTES- TO1) "IM AS F£0'O. AT jC MSTALLA,*N AKnOR Mlle. LOAD E-ZAPINC Snlu. MAX. ALiCWABLE SHIM STACK TO BE 1/1'• 2) wNDOW FRAME MATER,AL' ALUMINUM ALLOY 60E3. r1-3/5' Mir, 3) TAPCON INSTALLATION ANC`•CAS AT SCL uLIT BE OF SU:FICIEN7 LTH. TO ACHEVE I C.SCO ENT 11:N. EMBEDMENT OF i-I/K- INTO MASON,' OR CONCRETE. JIO INSTALLATICN SCREWS AT HEAD k JAM?S MUST ?E OF SUFFIC.ENT LENGTH TO ACHIEVE 1-3/8• MIN, EMBEDMENT INTO WOOD FRAMING AND SurLC DOWN WHERE REQUIRED. INSTALLATION ANCHORS h S_REWS TO BE PLACE) 6 IN. FROM CORNERS A 24 IN, O.C. MAX. A) USE SILICONI,-O AC.PYLIC CAULK EEHINO WINDOW FLANGE AT HELD. SILL k AAA[ES. S) US: S41COMZE0 ACRYLIC CAULK FOR PERIuET£R SEX AROUND EXTERIOR OF WINDOW FLANGE. A- MAX. 6) G•'_ASS THICKNESS MAY VARY PER T.•E REDUIREWLNTS OF ASTM E1300 CLASS SHIM SPATE C.HNtTS. SINGLE GLAZING IS SHOWN. LN UZTING CLASS K ALSO OUALIFIED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST EE OF SUFFF"NT STRENGTH TO ACEOVATELr TRANSFER LOAD FROM wINOOw TO THE STRUCTURE. S) FLCRIGA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN, THIS PRINT ALSC A?PL S TO FLOR,OA EXTRUDERS 1750 SERIES k 2000 SERIES. ELCVAtWNS SHOW COuMON CONFIGURATIONS. a IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL C^.NFIGURAT,ONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750• d 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UHR1S USiNG ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHCETS FOR REQUIREMENTS. SUCKEIGHT 1/•- —1. SHIM S A:E WINDOW WIDTH A A EX T E-R10R ELEV.°-10N 1 L_,-,,.- MP.CENTrRAL FLORMA B. G. A. F• EMS EDUEn' I h ONE it WEN A r. A'rM1ir-i-N1i171.1Ti• / nA. BUD!' 31 OTHERS _ 4- 1 r• - ,.1 .. CX (-A MA`r Y'7FIU INSTAL ATION AHC7 J 1 GYi 3/16• :IA. 1APCON 1/8- MIN. E26EDuENT BUCK WIDTH ----- SH/w•SPACE C+v_K BEIvEEN T A.'p 9r rianlNG TvC Br BUCK t C?.CRr TE by G:HERS Br OTHERS SHIH Ai PCC'D 11:_INETPNCE TFLL A-i:N •NC.•+CP X:a SCRE' v:NDOW FRAME IZ6 CAf•_K BETWEEN JAMB vIN]W FL-nnE L L D BUC! GLAZING fTTP. iSEENDifSI Q CONCRETE DR nAS3fir PCRINCTCP CAULK St CtHERi By OTHERS VINDOV VIDTH i CXTER:C? rINISH. SECTION PJ—B By OTHERS rnnLlly W:OTH A I WANDQw MtiGHi e e A. EXTER(= E` VR.T10N R 60 H w:AF1 1([4K• —J 1L rK:}r A.O. {.J[ tX. H;.I.„ I;t. M.A. « .(r H[.•[M: [u br (.•y MEaTn;MG — Er CTHERS AS :NSTALLATICH' ANCHOR SCREv IT EXtERIQR FINISH - 9r OTMERS PER!METER CAULK - Br OTHERS FIN FRANC HEADER EXTERIOR PERIMETER CAULK BY OTHERS EXTER!OR FINISH -i BY OTKR$ Ae INSTALLATION J ANCHOR SCREv (TIP.) SHSATMIHO — Br OTHERS 1, .IniDHSH 1/1' Ml, INSTALLATION rl DI:w SAK[ AnCMCR S[REv (irF.) CAULK PEnIND FIN Tv0 By BUILD SHM AS REOD. SEE NOTES) rvo a. rRAH!MG BY OTHERS DOvH By OTH[RS CAULK BEMInD riN FIN FRAME JAMBj-, I SHIM AS ES) SEE NOTES) O F5' 1) SHM AS MAX.A''. ADJACENT TO EACH TO BE 1IOn ANCHOR WITH lDAO BEARING SY.UJ, X. ALLOWA?LF SMIu STACK TO of 1/<. GLAZING ITTP, j--Ill. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. J) USE SILX:ONIZED ACRYLIC CAULK BEHIND WINDOW F.N AT HEAD. SILL k JAMBS. SEE NOTES) L— II I A SPACE USE WINDOW, rR 12E0 ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF FRAME. G+aCDtAt LASS THICKNESS VA.IS PER THE E13MQUAL GLASSSGLASSNGLEMAYULAINGEN!SCLA S ALSSTmOINSULATINGGLASS S ALSO QUALIFIED. CHARTS. SINGLE G',AZ EA K ILL & , M!S SHOULD6) SCREW ANCHORS AT HEAD. SILL k JAMBS SHOULD BE /8 SCREWS OF SUFFICIENT Br CTHCRSITS.E-Tml.G.CRS 1 LTH• TO PROVICE MIN. I IN. WIN, EMBEDMENT INTO WOOD FRAME. PLACE 19 SCREW ANCHORS.6' FROM CORNERS AND 24' O.C. MAX. CxICRIOR 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED By EXTERIOR FINISH OTHERS. BUILD DOWN MUST BE OF SUFi ICEMT STRENGTH TO ADEQUATELY 9Y OT"ER' TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPuES TO FLORiW EXTRUDERS 1750 SERIES k, 2000 SERIES. vt4l VIDTM— PERIMETER CAULK Er9) ELEVATIONS SHOW COMMON CONFICU.RATIONS. IT IS NOT INTENDED TO QUIT USE OF OTHERS THIS PRODUCT TO THESE Two CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS SEC i ION B—B10) WINDOW UNIT CAN ALSO BE MULLED TO OTMER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P.EOUIREMENTS. GLAZING (TIP. SEE NOTES) L_ WINDOW WIDTH -- A FIN FRAME SILL I \ SH!M AS RED'D. SEE NOTES) r4l WINDOW 1 NfIGnT I B B 1/r' MAL , I S)4'! SF CI A iv0 6r FRAMING EXTERIOR ELEVATION BY OTHERS CAULK BCHIND FIN y_`?],< paAH •• r" vv CEN 1 J 1 INpjvff, oEKTAICT Y SECTION A —A # r 2 2002 A EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL. . OIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOv 1000, 1750. & 2000 SERIES DRAWN BY:BB I APPROVED BY: DATE:02A4/02 SCALE:NTS DWG.: FLEX0037 H.(. 1. M ' rXc.noc. C+ tM rr(b..1D.a A..N. -It _. K•I.. I'_. .1. w r1 _n % . r1 - CONCRETE OR SH;M AS PE'C'D _ MASONRY OPENING r[ NOTES) BY OTHERS CAULK BETVEEN DOGP FLANGE 1. VGO2 BUCK CAULK BETVEr-N PERIMETER WOOD BUCK t MAS'Y. OPENING CA(JLK BY B! OTHERSO,M.£nS STUCCO HY-OTN(ER INSTALLATION ANCHOR 3/16' DIA, TAPCON INSTALLATION ANCHOR RB SCRE'•/ (TYP. VM£RE ONE BY YOOD TAP_ONS Air- NOT Pr-O'D.) BUCK BY OTHERS 1 1/4' MIN EMBEDMENT SLIDING CLASS T DOOR FRAME JAMB r 1/4' Max. C> _ I SHIM SPACE INSTALLATION ANCHOR (I BS SCREV (TYP. VHERE TAPCONS ARE NOT RED'DJ SLIDING GLASS DOOR FRAME HEAD LJ TEMPERED GLASS (TYP.) DOOR Mr-lGMT SLIDING GLASS I .. JP F SAM` I ' 1 I D J rm! EDMENT d TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS S.G.D. WIDTH 1/1" MAX SHIM SPACE 1 1/4' MIN. 1 - EM2EDMENT i G / 1 ONE QY vOOD BUCK BY OTHERS CAULK. BETVEEN tcSZEVOOD Buck t MAS'Y. OPENING BY OTHERS SM'M AS REO'D. NOTES) INSTALLATION ANCHCR 3/16' DIA. TAPCON Q CAULK BETWEEN DOOR FLANGE t WOOD BUCK. CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR 3/I6' DIA. TAPCON SLIDING CLASS M__P - HOOK STRIP CONCRETE OP BYMASONRY OHENIN( 2! aTM£Rs / CAULK BETVEEN VODD BUCK t MAS"Y. _OPENING BY OTHERS CAULK TRIP n HOOKVOOD BUCK t MIN. £71B£DM£NT Q 1 ONE BY WOOD — BUCK BY OTHERS STUCCO BY OTHERS B.O.4F•TEMPERED GLASS / TYP.) SECTION rb 1N(UF'AG'I'LTRER AY E1 SLIDING GLASS DOOR T E r. a k r .) NTV • INTERLOCK MASTER F U # '. HOOK STRIP DETAIL T A i I) DOOR NAi ERIAL, ALIP(IMU( ALLOT 4063. I1 TAPCON ,TPC INSON TALLATIANCHORSMUST It Of StlfiCIEMT LENGTH TO ACHIEVE MIN. EMBStr2NT Or 1- I/.• IMTO MASONRY OR CO CREIC. 7) KILRn IL TAPCU IMS:ALLAIIUN ANLIUNI -UNI iu iACA in ALL iitMl NTCNCi S. .-. 1 IAPCG N ANCHOR CHART ON BACK Ei THIS SI T. 5 1 USE SILICONIZCD ACRYLIC CALL BEHIND DOOR rLANGC At BEAD L JSNIS. j 61 IF ACT DO R ACRYLIC CAULK LISTED ANCHORSEAL USE A'CXTCRIOR Or' .LIS t< EXACTDOORSIZECPPPRIATINSIGNORCHART, USE AftMSi'OWwT to rIMI V:TM KI? LARGER SIZE,' SUE APPROPRIATE CLIATC OC:IGM S D OR S RCO'D. 81 rLPOCKETNS. SUES USE CHO K S B-PA:S DOOR SIZE L [OSIGURATICN ip fInISHCO OP[nINvO vLACE ,APGONT, D fRDNT NOD( L;R:P AS TWVM S) GLASSTHICKNESSICDVARYPERRESIGNMEDrOrATTMEI300GLASS LL.DCHARTS. 10) ALLr•C TORT APPLt[0 MOLES POT BESIVM•T[D rap TAPCON ANCMR SINOULD BE TILLED WITH .8 TCREv: B B OF WrICICNT LCMGTM Tp PROVIDE HIM S/B' ERIEDM(N: INTO VOOD TUCK. 1:) DOOR U.11 IS •"ROVID US MG TEHPCRED GL•:S I. SIMGLC GLAZED OR INSULATING GLASS 12) JAMB / SILL CORKRS ARE TO BC SCALED V!tM A SMALL JOINT SCAM SCALER. 13) SHIN AS REO'0. At CA. SET Or INSTALLATION ANCHORS. VIL MAX ALLCESMIHSTACK IC It 1/4% IA) ALL INEiKI.11ON ANC•O+S MUST BC MA:C Of COPRp:i[N RESISTANT Ha T(41ALS I$) •VNERE • X' REPRCSEN:E MOVING AKL AMC '0' REPRESENTS FIXED PANEL APPRCvED , A . C01l IGUR.TIOMAM BACK Of IMSS SHEET 161 Hot ALL COWIGtRAT!" NS LISTCD ABOVE ARC SNOVN O. THIS DR•1IMG. HOvCVCR INSTALLATION EXTERIOR ELEvc':ON SCCTIONS ' A -A'. 'B-B', L HOOK STRIP DCTAIL APPLT TO INSTALLATION 0: ALL APPROVED 2 PANEL DOOR Si7VN GmSIALL ONE T. 1T) INSTALL @L TAPCONInEACHP•14 Or rAL-ipR.T APPLIED IM:TALL•rION MI)LCS UMLCSS NOTED OTKRvISE ON ArbO: CHART. SCE BACK Of THIS WET. IS) rLORIDA tXMDCRS 1000 SERIES SLIDING GLASS DOOR IS SIOVH ?MIS PR:MT ALSO APPLIES TO 2001) SERIES AND D00 SC-RICS d A O A D \ LIBERALLY APPLY - CALLKII UNDER SILL L OR SET SiLL INBEDINSTALLATIONANCN£P OF CONCRETE 3/16' DIP, TAPCON SECTION A -A r nt n rA ntn .. R.n1 lT A APR )C•il]M CKJ'HffRNrG bL_ ZSO tHIERHAIMMA, Aa J•., SUITE M. MCOMROV, fLOR:J. 31:ti.407-B_5.0067 fu A07-9:5-C366 M1M AS RE•0•0 By INSTALLATION ANCHOR SEE NOTES) X8 SCREW SHEATHING BY OTHERS CAULK BETWEEN DOOR FLANGE O WOOD L SHEATHING BY OTHERS r 1/4' MAX. IIIlix" I \ I I I SHIM SPACE STUCCO J OR SIDING 6Y OTHERS PERIMETER CAULK BY OTHERS 1-1/6' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYPJ f— DOOR VIDTH r--1/A' MAX. SHIM SPACE I TvO HY WOOD 1-1/8 MIN. "eY OTHERS EMBEDMENT SLIDING GLASS DOOR FRAME JAMS TEMPERED GLASS T YP.) PERIMETER CAULK BY OTHERS i DOOR HEIGHT SECTION E-B tOA Y2ER _ SLIDING, GLASS. DOOR FRAME SILL nr D I EMBEDMENT EXTERIOR, ELEVATION D A i i I d A 1-I/4' MIN. 3J 2 PANELDOORSMOVN O A D I LIBERALLY APPLY CAULKI•'. G UNDER S'.LL OR SET SILL IN' BED INSTALLATION ANCHOR OF CON:RETE 3/16' DNA. TAPCON. SECTION-- A-A- F 1.2002 SLIDING GLASS DOOR SHIM AS REO'D. NOOK STRIP SEE NOTES) INSTALLATION ANCHOR 18 SCREW CAULK BETWEEN DOOR FLANGE L SHEATHING t— SHEATHING \ BY OTHERS TEMPERED GLASS — STUCCO ( TYPJ OR SIDING 9Y OTHERS SLIDING GLASS DOOR INTERLOCK INSTALLATION ANCHOR P8 SCREV TWO BY VOOD BY OTHERS CAULK BETVCEN HOOK STRIP -L SHEATHING EMPEDMENT SHEATHING BY OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL 2 f.9 L MATERIAL. µSCQC I. KLDT 6TW3 2) R9 INSIALLATIOM SC4[vi MUST BE Of SI/fIC1ENT LCNCT. TO ACHIEVE WN ENBC pKNi - 7 1-1/8' INTO VOGD .TAPCGN_TTPC INSTALLAT::N AMUGRS AT SILL MIST BE Of SUrrICICNT LENGTH TO ACNIEVC MIN. CMRCDKN' Or 1-1/4' INTO MASONRT OR CON[4CTC - - O) IMSTALLAT ION A[MDR CHART 0. BACK or THIS SKCT. ' N) VSC SILICOMIZEO ACRYLIC CAULK REMIND DOOR fLANGC AT MCAD L JAMBS. S) USE SILICDNIZEO ACRYLIC CALL FOR PERIK T[R SEAL AROUND EXTERIOR Of DOOR. 1 6) IT EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USC ANCHOR OVANTITT LIStCD V17M NEXT LARGER THESIZE, TORTAPPR®RIATC DESIGN PRESSU2C'REO'D"--^'7j '-'-" 7) TODOOR SIZESPOCKETDSIZESUSC.CLDSCSTBYPASSDOORSit[ L CCKIGURiT10N O rINISNED OPENING P B LACC INSTALLATION AMCHORS. IN fRONT Of K,0( STRIP 'AS SMOV.. ' ' 81 GLASS THICKNESS MAY .-BY PIER RCDUIREMEMTS Of AST. C1300 GLASS CMA)(TS 91 .DOOR UNIT IS AMAP RDVC.2 USING TUPCRCD GLASG IN SINGLC GLAZED OR'IMSULAT INC GLASS- 101 JB / SILL CEIRiNCR$ ARE TO BE SEALED WITH A SMALL JOINT -SCAN SEALCR_ ill S.I. AS REO'D. AT CA $ET Df INSIALLATIDN ANCMPS. MAX, ALLOVARLC SMIN STACK TO B( 1/A•. 121 ALL INSTALLATION ANCNCPS MUST BE MANY DT C31MSION RESISTANT "AIERIALS 1)) VKRC 'X• REPRESCMTS .jVI.G ANNCL AND .V REPRESENTS TIXCD PANEL APPROVED COWIGJRAT104S ARE AS LISTED ON ANCHOR CNA-T a BACK Or-TNIS SNECT- 14) NOT ALL COKIG(RAT)ONS LISTCD A80VE ARC S-3VN a.INNS DRAVI.G.'WVcVC4 INSTALLATION SECTIONS 'A -A', '1-1• L NOOK STRIP DC TA:L AP-L, TO INSTALLATION OF ALL APPROVED CO!(GARATIIOri _ 1S) TLORIDA (KTRUKRS TOM SCRICS SLIDING GLACS DOOR IS SHDV. TNIS PRINT ALSO APP-:CS TO 20D0 SCRICS AND SM SZ21Ei .._ .. ... - . 1 DESCRIPTION DATE EXTRUDERS ' INN . _ FLORID A INT. INC. SANFORDFL. TtTLe: SLIDING GLASS DOOR INSTALLATION WITH' 98 SCREWS--' DRAWN BY: ? B' APPFOVED BY: ATE: 12/17/01 !SCALE: NTS IDWG IFLEX0021 SHT I OF AN:rAAYO 1•• MODV[T a AMLIUTID. CM(dr(C1Ir4. INC- 2t7 INN CRM.IIONAL ft, TILT( 27A, NCAI Ov, fLDR:DA. 7274. N0)•1C]-4X5 IAX NRT-RCI-O)Y 1000 P.V./DESIGNER SILL (TYPJ 48 X 3/4 SELF TAPPING SMS I X 2 X•1/8 TUBE MULLION SEALANT BETWEEN VINDOV FLANGES t MULLION SEALANT BETVEEN VINDOV FLANGES t MULLION Y \-08 X 3/4 SELF 1000 Sit TAPPING SMS HEAD (TYPJ SEALANT vuNFLANGES SECTION A —A (1) t MULLION 1000 P.VJDESIGNER SILL ( TYPJ . 8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 nA G(Yl / TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- t MULLIO N 1000 P.VJDESIGNER SILL ( TYPJ 08 X 3/4 SELF TAPPING SMS IX2X3/ 8 TUBE MULLION 08 X 3/4 SELF 1000 SM - TAPPING SMS HEAD ( TYPJ SECTION A -A (2) r 1000. P.V./DESIGNER SILL ( TYPJ 1 OS X 3/4 SELF TAPPING SMS 1 X 2 7/16 X TUBE MULLION I OF Ill 1$ EALANT BETWEEN WINDOW FLANGE — t MULLION APPLES TO HEAD k SILL WHERE I' X 4' AUXILIARY PLAT DETAIL k 2- X 4' TUBE MULLIONS ARE USED 0' OR ADDITMNAL ANCHORS. VICH REDUDREDI 0 SHEATHING 10 O O INSTALLATION ANCHOR 08 WOOD LL SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS 1000' P.V./DESIGNER SILL ( TYPJ N8 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 TUBE MULLION L MULLION APPLIES TO HEAD h SILL WHERE I' X 2' k I- X 2 7/16- TUBE MULLIONS ARE USED DETAIL aunma; n ` INSTALLATION ANCHOR 48 WOOD SCREV TYP.) HaR¢ CLIP L1 1/8' MIN. I I EMBEDMENT I LI IAe HD( 11 r p(BEDr2NT 08 X 3/4 SELF % :-48 X 3/4 SELF rA111IG. c*l nnn o u TAPPING SMS N iuuu Sn. HEAD CTYPJ \ '--MB X 3/4 SELF - HEAD ( TYPJ' YTAPPING SMS SEALANT BETWEEN SECTION A —A (3) SECTION A —A (4) DFTA11 `r A WINDOW FLANGES 1000 SR 1 t MULLION 1000 P. VJDESIGNER SEALANT BETWEEN 1000 PHEAD (TYPJ V./ DESIGNER SILL ( TYPJ WINDOW FLANGES IF TYPJ SECTION A —A (7) t MIAII@R i M8 X 3/4 SELF Fa n D 8 , • 8 X 3/4 SELF 1 TAPPING SMS TAPPING SMS 1X4XUEl L..- A8 1 X 4X3/ 8 L TUBE MULLION TUBE MULLICIt L r pI Q A: 1br1 A1'ZU A ° l-Ar ]A 08 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYPJ SECTION A — A (5) 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A - A (6) l i F • 2002 FLORIDA EXTRUDERS IISANFORD. FLORIDA TrrLE: SER. 1000/ 1500 F I N SHEET 1 OF -'2 . TRIPLE-HORIZONTAL-MULLION SECTIONS SEE THER SIDE ( SHEET 2 OF 2) ' 'F R DESIGN PRESSURE CAPACITIES DRAWN BY: M S H APPROVED BY:' DATE:2/6/02 SCAU:NTS DWG.: 1HMFINTR SEALANT BETWEEN WINDOW FLANGES MULLION 1000 P.V./DESIGNER SILL (TYP.) 98 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- t MULLION u "-08 X 3/4 SELF . 1000 Sx TAPPING SMS HEAD (TYP.) SEALANT BETWEEN vmMV FLANGES SECTION A -A (1) MULLION 1000 P.V./DESIGNER SILL CTYPJ 08 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 f---'till-1 TUBE MULLION 1000 P.V./DESIGNER TYPICAL MULLION TO CONCRETE O JAMB SILL (TYP.) & 2P'uXS4' TU8E8MUWONSWHEREI'ARE USED) Q N8 X 3/4 SELF TAPPING SMS CONCRETE OR MASONRY BY OTHERS all- 11 IX2X3/8 TUBE MULLION ONE BY WOOD CENTRAL FLORMAp B4O,A.F. BUCK BY OTHERS a MAMHACIUM NAME: 8 X 3/4 .SELF biAS R FJU1000SxTAPPINGSMS HEAD (TYP-) SECTION A —A (2) P V /DESIGNER 1000 P.V DESIGNER DETAIL INSTALLATION ANCHOR 3/16' DIA. TAPCON SCREW ANCHOR (TYP) EXTERNAL MULLION INSTALLATION CLIP 11 SILL ('TYP.) ( TYP.) SILL Q r #8 X 3/4 SELF y8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 3/8 TAPPING SMS TUBE MULLION 2•X 4 X 3/8 1 1/4' MIN. TUBE MULLION EMBEDMENT SEALANT BETWEEN SEALANT BETWEENWINDOWFLANGESWINDOWFLANGE - MULLION .. L MILLION 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAL) (I TV.) SEALANT BETWEEN SECTION A —A _(3) VINDOV FLANGES L MULLION 1000 P.V./DESIGNER SEALANT BETWEENrSILL (TYPJ WINDOW FLANGES r 08 X 3/4 SELF L MLLLMN. TAPPING SMS 1 X 4 X 1/8 l I —" ulm TUBE MULLION N8 X 3/4 SELF loop sx TAPPING.SMS HEAD (TYP.) SECTION A —A (5) t8 X 3/4 SELF 1000.SH TAPPING SMS HEAD (TYPJ SECTION A —A (4) 1000 P.V./DESIGNER . SILL (TYP.) 08 X 3/4 SELF TAPPING SMS '1 X 4 X 3/8 T TUBE MULLION L_j 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TV.) SEC TION A —A (6) M8 X 3/4 SELF TAPPING SMS 1000 Sx HEAD (TYP-) SECTION A —A (7) MULLION - FI FVATION VIEWED FROM. EXTERIOR O, INC FLORIDA EXTRUDERS oR , FLORMA Tnu: SER. 1000/ 1500 FLANGE SHEET-1--OF 2- TRIPLE-HORIZONTAL-HULL-ION SECTIONS. SEE OTHER SIDE C SHEET 2 OF. 2) DESIGN...PRESSURE CAPACITIES.` — DRAWN BY: MSH . APPROVED • BY: DATE:2/6/02 SCALE:NTS DWG.: '. 1HMFLGTR' ^ _ T 9 1000 P.V./DESIGNER 1000 P.V./DESIGNER APPLIES TO HEAD & SILL WHERE 1' X 4' SILL .(TYP.) SILL (TYP.) AUXILIARY PLATE & 2" X 4' TUBE MULLIONS ARE USED 6DR ADDITIONAL ANC4GU. VHEN REWOKD) DETAIL C ATA 3/4 SELF r8 x 3/4 SELF G SMS TAPPING SMS SHEATHING IX2X1/8 1X2X3/8 TUBE MULLION TUBE MULLION — SEALANT BETWEEN INSTALLATION ANCHIIR` W WOOD WINDOW FLANGES Mn LtON SCREW (TYPJ t MULLION EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD SEALANT BETWEEN BU K BY OTHERS WINDOW FLANGES 8 X 3/4 SELF a8 X 3/e SEIi'h"aU t a. + t MULLION 1000 S.H. TAPPING SMS 1000 S.M.TAPPING SMS _ HEAD (TYP.) HEAD (TYP.) MANUa AIC?UR-W.T% ffA! MULLION SEALANT BETWEEN —' WINDOW FLANGES SECTION "A —A (1) SECTION A —A (2) FtoRlL 4 U ERS t MULLION DETAIL I ' 1000 P.V./DESIGNER 1000 P.V./DESIGNER KME Fu y SILL ( TYP.) SILL (TYP.) ff _ _ r=- l A ja8 X 3/4 SELF a8 X 3/4 SELF 1000 P.V DESIGNER .M _ TAPPING SMS TAPPING SMS SILL (TYP.) i 1X27/ 16X 1/8 1X27/16X38 1 TUBE MULLION TUBE MULLION 08 X 3/4 SELF l._ A / TAPPING SMS 2 x 4 k 3/e. TUBE MULLION SEALANT BETWEEN 1 1 1/8' MIN WINDOW FLANGES III---...------ t MULLION EMBEDMEN _ El FVATION SEALANT BETVEEN VIEWED FROM EXTERIOR' WINDOW FLANGE L LLION ....- - DETAIL B . APPUES TO HERO h SILL-MIERE I' X 2' MUI' X 2 7/16' TUBE WUUJONS ARE USED' D $ 8 X 3/4 SELF D 08 X 3/4 SELF 1000 Sit TAPPING SMS 1000 S.M. TAPPING SMS acAnmm _ HEAD ( TYP.) HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) SECTION A —A (4) - INSTALLATION ANCHOR so VOOD =cv WINDOWFLANGESCTTPJ MULLION . r 1000 P.V./DESIGNER SEALANT BETWEEN 1000 P.V./DESIGNER -Hmt CLIP SILL ( TYPJ WINDOW FLANGES. r SILL (TYP) \ — a8 X 3/4 SELF , I L- FULLTON I \ TAPPING SMS r8 x 3/4 SELF ae x 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.H. SECTION -A—A(7) 1 X 4 X 1/8 1 X 4 X 3/8 HEAD (TYP.) LNBEI)MCNT MNHTUBE MULLION TUBE MULLION FLORIDA EXTRUDERS IISANFORD, FLoRIDA JI ' nmSER, 1000/ 1. S00 FIN SHEET 1 OF 2 c? -t `• T41IN 'HORIZONTAL MULLION SECT IONS " SEE OTHER SIDE ('SHEET -2 OF 2) FOR r8 x 3/4 SELF #8 X 3/4 SELF '! ?. DE'SIGN..PRESSURE CAPACITIES 1000 S! i-.TAPPING SMS 1000 S H. TAPPING SMS t ; : . HEAD (TYP.) HEAD (TYP.)B f RAR'Y BY: MSH APPROVED BY: SECTION A — A (5) SECTION A —A (6):-" DATE:2/6/02 SCALE: N T S DWG.: 1 HMF I NT11 B v1Nzov FLANG_S L NuLLION tnn, F.W./DESIGNER T — 99 X 3/4 SE'_Fnnt, 11 TAPPING SMS x E x /e Y LLI N A ANT ?ri VE`Y Vi\z^ti FL ANG_i- L H,A.L:CS rG X 214 S"LF SEA_.NT __N i. DM-J __ nc ASH-S S' CTIQN A -A (J ) r!OF: F.V./DESIGNER J SILL (Tv-P.) 1 P9 X 3/A SELF LTAPPING SMS j- j i X 2 7/16 X 1/8 Uv-1 / T UH= MULLION CC ?.':,/ • S`CV R TYP!CAL lAULUC-N TO CONCRETE C JAIAS' r' - ' I (AFPUES TO ;au? w-•IERE 1' x a' 1 SILL <"!?) i A 2' X A' TUFT MULUONS AFE USED) Q ( i1n_ x 3/4 SELF I TAPFIN: SMS J i CGNCRE i E OR MASOtiRY I I HY QTK=RS \ Iy 2X3:3_ ! r .I JZ;,NT iAIL Ffi.Ip"i3 D i 2.p./.. 2u_:< 5_9rr;RS I i MANUFAcr ?SAME: F9 x i l S= " LO R/09 iICr,. S , TA.P ING SY.S Z' D r PA 1.r;—Aj LNSTA.LLAUGN k-4 3/Ie' i'1A. SCREV A\Cr:^_G'CiYPJ Ez'GR aL M•ULLIC-N INSTALLA710N CUP S=CTiON A —A. (2) , I I SILL (TYP.) L CTYPJ I a TAPPING 4 S4S I ' T -c8 X 3/4 SELr X 2 7/!6 X 3/2 TA?F1\0 SMS TU2E Mif_L1C: 2 X 4 x 3/8 I I I 3E EN7 y ::HE tiJ_I?: I rill I I' ~ EM.i:3hEti i MULLiON SEALANT 3EiVEEN V:NI:`" F_Ar.CEI SEALA.CT bETVEEN L MULL ION V!.'.70V rLA.ZE L ku:L:GN I OEi.ai'_ Pay '!' A a i r t I it9 x 3/4 SELF .2 x 3/4 SELF iG00 S.M. TAPPING SMS ,C00 S.K AFPING SMS \ I A HEAD CTYP•) r_AD (Ty?.) liI SEALANT ?Eiv_ENOS_CTION A—P. (3) StCTIQN A —A (A I vG: bCV LANw S I L M r ae X 3/a SELF r tOGO P.':./Df.S:GMER' SEALANT bET'/ErN r'.CU--.V./DESIGNIE?. \ TA.° FINC SMS I I SILL (T YP.) VINZOV FLANGES SILL CTYP.) C^. S.H. L K;,LiON I o 3 `a HEAD YP.) r6X3/A SELF p. x /a SELF Flr-VATiCN TAPPINGSMSTA.P1nG SMS SF I IQi\ A -A %t I x a x 1/8 /- 1 x x 3/8 F O VIEN-C FROM EXTERIOR IiIINTERNATIONAL, INC FLORIDAEXTRUDERSSANFORD, FLORIDA a . IT=: SEl 1 OOu% i 50J7 FL ANGE ..SHEET -1 OF. . AA TWIN . HORIZONTAL MULLION SECTIONS 78 x 3/4 SELF `a8 x 3/< Sr-L F f ; DESIGN -PRESSURE CAPACITIES TAPPING ShS. ` TAPF:N SMS WGO S.Y - :OOL S.H. - - • - .- HEAD ( TYFJ nEAD CTYP.) I, DRAWN BY: MS`J APPROVED BY: S`^-' ON A --A (5! C:CTQN' A=A 16) FEB 15 1 2 ;DAre:2/S/^?' SCALE: P.T$ DWG.:' ':HMFLGT'd 2 1000 P.VJDESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT I WINDOW FI L MULLION SEALANT. BETWEEN•+ L MULLIONWINDOW FLANGES.- 0 \- 08 X 3/4 SELF 1000 S H TAPPING SMS SEALANT BETWEEHEAD. (TYP.) WINDOW FLANGES SECTION A -A (1) L MULLION 1000 P.VJDESIGNER SILL ( TYPJ 08 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 lfY- 1 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION O8 ' X 3/4 SELF 1000 SA .TAPPING SMS HEAD ( TYP.) SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES t MULLION 1000 P•VJDESIGNER SEALANT BETVEEN SILL ( TYP.) WINDOW FLANGES L MILLION I8 X 3/4 SELF TAPPING SMS1 X 4 % 1/8 i-- nr-1 / TUBE MULLION I8 X 3/4 SELF 1000 VSJ•L TAPPING SMS HEAD ( TYP.) . SECTION' A -A (5) 1000 P.V./DESIGNER SILL ( TYP.) 18 X 3/4 SELF TAPPING SMS 1X2X3/ 8 TUBE MULLION A XI ARY PI A Q' OR ADDITIONAL ANCHUM V/EN REQUIRED) O O D] N 0• I( mowmel CENTS, FII€l'LRMA B.0. A c,K BY WOOD TAPPING SMS SELF K BY OTHE6 1000 S.K.blANUFACTMR. NAME: HEAD ( TYP.) = OR/ P . HiWf SECTION A -A (2) _ 1000 P.V./DESIGNER M ST r-a—E # 6 r SILL (TYP.) 08 X 3/4 SELF aF--%- n SIGNER TAPPING SMS 1X27/16X3/8 TUBE MULLION3/4 SELF NG SMS TUBE MULLION I I ] II SEALANT BETWEEN L- J WINDOW FLANGE Il- L MULLION I8 X 3/4 SELF 1000 SM TAPPING SMS HEAD ( TYP.) SECTION A —A (4) r 1000 P.V./DESIGNER 1 SILL (TYP.) fff R8 X 3/4 SELF TAPPING SMS I X 4 X 3/8 I- l{jF I TUBE MULLION IS X 3/4 SELF 1000 S.M. TAPPING SMS HEAD ( TYP.) SECTION A -A (6) APPLIES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 08 VOID SCREW ( TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION D£ Id1LS- r- A -- I - w 1 1/8' MIN. EMBEDMENTELEVATIO VIEWED FROM EXTERIOR DETAIL B APPLIES TO HEAD & SILL. WHERE I' X 2' I - X 2 7/16- TUBE -MULLIONS ARE USED - STALLATION AN 1B' VOOD SCREW CTTPJ HORIL CLIP IB X 3/4 SELF TAPPING SMS L i000 s.H. SECTION A -A (7) TYP.) Val MDL HEAD (TYP EMBEDMENT FLORIDA EXTRUDERS INTERNATIONAL.. ° INC FLOT - E: SER. 1000/ 1500 FIN SHEET 1 -OF. 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF-2)-FOR DESIGN PRESSURE CAPACITIES C9 t ' DRAWN BY: M S H APPROVED BY: DATE: 2/6/02 scaLe:NTS DWG.: 1HMFIN C C00 P.v./D_S'GN 4 GOC ?:'./CES!GNER TYPICAL MULUOtj TO CO:NCR_ = E JAMS c n iQETMLJ =!LL <-Yr., PUES TOiJAa_ WHERE 1 x 4* I S!Li_ J L 2' X q U9E`MULLICNS A.= 'ecc) a i ro r ,7/4 S_LF TAP?itiG SN.S tip X 314 SE1.= TAPING SMS I CEJNCR=TE OR MASONRYRuliEBYoTY:iS 1 I , V S_.4AP 3ETv_ iA': FL.4vGES 6 H LLI^N 4 V NB j&NTF TvEN1 \'\—°8 x 3/4 S_ rAPc! N- SMS SEAL: aT E_T.:_E.N vtNaOv FLAN'-S SECTION . A —A 4 ; a IiJLL!3'< fGOO P.V./DESiGN=R S! LL (TYP.) e X 3/4 SELF TAPPiNG Sms i X Z. 7/15 X I/e Inn/' S1(—l{y11 TUB_ HL• _ION SEALANT BETVEEN v! N:!_.V FLAN.iES- a HULLION vb x ,is icLF IOSG S,H. TAPPING SMS HEAD ( TYP.) SEALA7: T EETVEEN SECTION A —.A t3) WINDOW FLAKO_S a W—LION r— ICOO F.W./DESIGNER SEALANT BEiVEEN SILL CTY?J ViNDOv FLANGES 08 X 3/t SELF l MULLION I TAPPING SMS i 1 1ST1""I l x 4 X t/ e IUCL I•.L1LlIIN , e8 X 3/4 SELF TAPPING SMS iCCC 5::: HEAD < TYP.7 i( 1N A —A .(5) A. 0 Ex TERN,L MJLL:Jti 11" i. tY i:C I INSiA AiivM1 Cli% t. X 5" OTHERS Q ! I CENTRAL . FLORMA R.O.A.Fr. TA. PIN_ SMS hUNUFACTURER.NAM: I 1000 P.v.i LES.3 :R i i 1 I Si'_L (TYF.7 Q EX3/4 SELF _ TAPr7.,; 3 SHS i X 2 7/IS X 3/2 1I SiL'_ (TYP.) TUBE MULLION ! I e X 3/4 SELF EH.EDHENT ArPING SMS 2 X 4 X 3/8 ! TUBE HULUON J` L JI SEALANT FBETVGEEN vIN7CVLANE I000 S.w. TP.PPI"rG Sr!S HEAD < TYP.) SECTION A. —A (41 r - ICOO P.W./LESIGNER \ SILL. <TYP.) 6c X.3/4 SELF r--! S X 3/4 SET:r TAPPING SMS TA= PING SMS . i x 4 x 3/8 —!O0 S.H. SEC TI!'N ,A —A, (7)% V Y ill V Y 11 / I L 1'1LL 1Ln _ .. .. g9 x 3/4 S_LF i4? r IN:: SMS CCG Sr.. H= AI:• (•'Y;:.) F- rT nn, n G\ i v i--A'.i - I. ELPA7i0N ViEV' ECFROM EXTERIOR iTITLE: SER. 1000/1_500 EL_oNGE SHEET I OF HOR I ZONITAL SEC- I NS S J i -=rC S_ D l S1LC C Cr--2/ f um j DESIGN PRESSURE- CAPACITIES DRAWN BY: t1SH APPROVED BY: 5 2J02 ' DATE: e/Q SCALE: -TS. DWG.: i HMf -6 5 1000 S.H. I X 2 X 1/8 1000 S.H. JAMB (TYP.) TUBE MULLION JAMB (TYP.) I N8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN VINDOV FRAME l MULLION N8 X 1-1/2 SELF TAPPING SMS . SECTION A -A (1) I X 2 7/L6 X 1/8 1000 S.H. TUBE MULLION 1000 S.H. JAMB (TYP.) JAMB CTYP.) 1 8 X 1/2 SELF TAPPING SMS 1X2X3/8 TUBE MULLION N8 X 1/2 SELF TAPPING SMS 2 X 4.X 3/8— SE A,14A N TIB E rnVEEN TUBE MULLIONVIOVAME L MULLION N8 X 1-1/2 SELF TAPPING SMS SECTION A -A (2) - 1000 S.H. I X 2 7/16 X 3/8 JAMB (TYPJ TUBE MULLION 48 X 1/2 SELF TAPPING SMS 1 1/8' MIN. EMBEjDMEENNT I TV BY VOOD BUCK BY OTHERS DETAIL C SHEATHING INSTALLATION ANCHOR N8 VOOD SCREV (TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES TO HEAD &' SILL WHERE 1' X 4' 2' X 4• TUBE MULLIONS ARE USED APPLIES TO HEAD & SILL WHERE 1" X 2' 1• X 2 7/16- TUBE MULLIONS ARE USED N8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR DETAIL 000 SCREv L TYPJ SILL CLIP N8 X 1-1/2 SELF, SEALANT BETWEEN SEALANT BETWEEN VINDOV FRAME SEALANT BETVCEN TAPPING SMS L MULL113N WINDGV DES VINDOV FRAMEVH-1/2 1 1/8' MD1 1 Kit LION N8 X 1-1/2 SELF L MULLION SECTION A —A (7) SELF. ' s+urHMc EMBEDMENT TAPPING SMS TAPPING SMS DETAIL C SECTION A -A (3) vpDD SECTION A --'A (4) FRAnyl, n AUAILIAK7 h LAIL I X 4 X 1/8 1 X 4 X 3/8 Q • y IC • FOR ADDITIONAL . ANCHORS, VHEN REQUIRED) TUBE MULLION TUBE MULLION ui 1000 S.M. Rl., 1000 S.H. p A JAMB (TYP.) JAMB (TYP.) Fw N8 SELF.TAPPING \ SMS (TYP.) `- DETAIL B MULLION N8 X 1/2 SELF N8 X 1/2 SELF ELEVATION O, TAPPING SMS TAPPING SMS VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL,,RMA . TrrLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEALANT BETWEEN SEALANT BETWEEN VINDOV FRAME VINDOV FRAME SEE OTHER SIDE (SHEET 2 -OF 2>.'FOR1MILLIONLMULLION1f21 DESIGN PRESSURE CAPACITIES - N8 X 1=l/2 SELF N8 X.1-1/2 SELF TAPPING SMS TAPPING SMS DRAWN BY: MSH APPROVED BY: SECTION A -A (5) SECTION A -A (6) DATE:2/6/02 SCALE:NTS DWG.: 1VMFIN` -• y i x 2 x l/a IE x !je2 S7LF A--=:X;G smi MLFL: - MN APPIN'_1 V S S-CTION A -A -.j) k- 2 7/,6 X aE TLl'_:t_' MULLION jAM? 'TY?.1 jAM3 (T s x !12 S.':" TAPPN_ SMS SEALAN7, BEETVEEN VINMV FLAKIES L MULLIGN T8 X 1-112 SELF TAPPING SMS I X :4 X 116 TUBE MULLMN JaM3 "Tyo.' X 1/2 SELF TAPPING SMS x 2 x 2/e TU=-7- MLILL!DN 08 N ii_-- S:"__F TA. = =i'Nc. S.MS Li SELF SECTi0i,,' A —A (2 7i16 X 3/E ML.4-L101% JAMB (TYP.) 9 X :/2 SELF TAPPING SMS ONE Ey WOOD_ DETAPL 3LXK EY 07 4ERS r.-,NCRE77 rc MASCNRY 1/4' IA!N, 3/,.E S."a yz ERNAL MULLION CL-z 1T7°:CAL.Mt:il;01 7c. CON-0 HEAD. A -PLIES 70 :AD & S;LL WiERE I' X a' A - - 'iE UsEc". Q ;_7 Al tic X SELF JrIS 7ALI_ AT:O.N ANDCR T Ar. 1 # 8 i !-112 SEL_ SEALArJ VETWErEN 1114 SEALANT it-_T\rEN TA=P;P.'G SMS . VINII-Q., FL'"LES VIN30'a FLANGES L MULLION MULL!r.1; SECTION A —A (7) t;s SELF TAPPING '.s7ms DETAIL C SEALANT BETWEEN St:AL.-.NT'E-_-TV-Z' V!NDnV rLANGC-S VINWIV rLANC_:S L MULLION L P'jL!.IO-N be X !-!/2'SE,-F .—#s' x 1-112 SELF TAPPING smsJ. TAPPINC. - SP.S II i — v !.A CQN SC;E'd A.NCH0Z.,TYP.) Ul SILL CLIP EMBEDMENT T BY OTHERS' P.ZrrAST SILL R- ADD'TIO.NAL ANCHORS, r SMS ITYP.) MEWEC F-ROm EXTERIOR FLORIDA EXTRUDERS MNR,ONAO,RDA Tff LE: S E R. -10 0 0 / i US 0 `F L AN G E SHEET I. OF 2 V .4' MU_! I ;-i Ni S E'Z T i. GINS S, E- F EITHER SHE MR DESIGN- PRESSURE: CAPACITIES" FEB 15 2092- i DRAWN BY: M S 7-APPROVED BY: i DATE: 2 /1 c. 2-, - LC ____LSCALE:,',' TSIDWG.: VI7 -1.-. I ao laa S.i r 1 x z x 1/e 1C" .r,. __ r1 x 2 X 3/e 1 / TUcE Mom' =N-M'TY?` ' / iUS_ wUL-IGN TAX >, 6 x ! G SELF j Acc:`:G'S:"S AP?i\u SMS V'• TLCE L_! IOC:. S.- =, A zET' t •\ SEAL-hL a V;Nii:V-:AtiGES '' 'r'u ,.CJ i:A`r c_ —. 4C R :-:/.' .S_L- L mULI.ION mil! mil-I:ll AJCI\G SV_ C T;CN A —A (;) cr:c;. A- (1 X 2 7/16 a! /e TUB_ MULLION' X 2 7/ IE X 3/E IFI 1. ^^.c S...-t. — ./ !00 S." — ' JAMB (TYP.J 1 I f 1 I JAMS (-YP.: 08 X 1/2 SELF SELF TAPPING SMS t Z_- A.PPINl. SMS TYPICAL VEPMCa TO HCR'Z^NTA_ MULLION M WiLUC-N SEALANT BETVE_NVINDI3VFLANGES J p8 x 1-!/2 SELF L .: Ltav TAPPING SMS SECTION SEALANT BETVEEN SEALANT EETVE_N y ViN:OV FLANGES VINE -OW FLA.NGnS 4e X 1-1/2-SELF t KiLLI7t 1 )x.'LL10N iAPPiNG.SMS TAP?Ivti SAS • SFCT10N A —A (3)SECT!ON' A —A (4) x< x Yr: r l X 4 X 3/8 TU?E MULL IQN TU ' LION FLOR Fa'Q/G? A 11 6 x 1/2 SELF ad x !/2 SELF TAPPING SMS TA._ NG sMS V - - SEALANT BETWEEN SEALANT VINCGV FLANGES ne X )-!/2 SE:- L MULLION \ L MUL1_ION . TAP=:NC. S:!: ed X 1-1/2 SELF TAPPING SINS.. /F\ ON A —A lJl L I t F1tTI A i A ^ I c TIPPING F' L ELEv=TiON 1X. _K cX 1 1 TE:;NA_ CLIP r1 P4 i riNSTAL_ATI_r: A.NCcC.q N c V CIA NC:TfRAr I `I SL'7tiACTYP1 EY.=-CMENT iECA' SILL 3Y OTHERS 71. 1 AUXIL!AzY PLAT Cr_'; A]:' TIGNAL ANC:4 RS. VHEN REQ IREX: I - n O Mh._!"' FLORIDA EXTRUDERS1NTERNADF O INC SANFOR, FLORIDA IIMSER 1000/1500 FLAINGE SHEET 1 0 ..2 I _ VERT ? CAL MULLION INTO HORIZONTAL' SEE OTHER. S I L_ ( SHEET' 2 O'r 2) ^OR DESIGN11P.!2ESSORE CAPACITIES FGB 1 j 2'_02 DRAWN BY: MSH APPROVED BY: DATE:2/6 G2 ISCALE: \ 7 S DWG.: 1 VM.PW LG 3/ SEALANT BETVEEN APPLIES TO HEAD & SILL WHERE I' X 4' VINDOV FLANGES DETAIL C 4,2' X 4' TUBE MULLIONS ARE USEDLMULLIONAUXILIARYPA Cat 2000 P.V./DESIGNER 2000 P.V DESIGNER ADDITMNAL AMOMS..VNEN REWMD) SILL (TYP.) SILL (TYP. 0. 08 X 3/4 SELF IS X 3/4 SELF SHEATHING' TAPPING SMS TAPPING SMS I X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 O O TUBE MULLION TUBE MULLION INSTALLATION ANCHOR tl@ VDOD jjj SEALANT BETVI /// SCREV (TYP.) VINDOV FLANGES 0 t MULLION EXTERNAL MULLION INSTALLATION CLIP TVO BY VOOD BUCK BY OTHERS tl8 X 3/4 SELF ` tl8 X 3/4 SELF 1000 SJt TAPPING SMS 1000 S.H. TAPPING SMS HEAD (TYP.) HEAD (TYP.) 2000 P.V./DESIGNER SECTION A —A (1) SECTION A —A (21 SILL (TYP.) tl8 X 3/4 SELF TAPPING SMS T/'2 X 4 X 3/8 TUBE MILLION CEFLORIDA SEALANT B Rat /A i, TW i, VIMULL Ft Q n Ac 1`7tvs++ t ULL1aN SEALANT BETVEEN SEALANT BETVEEN VINDOV FLANGES VINDOV FLANGES L MULLION L MILLION 2000 P.V DESIGNER SILL (TYP.) tl8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 TUBE MULLION tl8 X 3%4- SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (3) tl8 X 3/4 SELF TAPPING SMS 2000 P.V./DESIGNER 1000REA S.M. H SILL (TYP.) HEAD (TYP.) tl8 X 3/4 SELF SECTION A —A (5) TAPPING SMS I X 4X3/8 F/ TUBE MULLION 08 X 3/4 SELF TAPPING SMS 1000 SA HEAD (TYP.) SECTION A —A (4) MTAFL t-s L MULLION APPLIES TO MEAD a SILL WHERE I' X 2' a I- X 2 7/I6: TUBE MULLIONS ARE USED AI a<Anma INSTALLATION %0 p M1 vOOD SCREV C— NORIL CLIP. L1/8' MIN. I IEMBEDMENTIL I ve; MDt11fEMBEDMENT A ..... L A FLORIDA EXTRUDERS A.oRD° FLoIDA TITS:SER. 2000 FIN SHEET 1 F.2 T-flt HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2.OF2) FOR DESIGN PRESSURE;<CAPACITIES-': i. DRAWN BY: M S H - I APPROVED BY:' DATE:2/6/02 SCALE: NTS DWG.: 2HMF INTR 30 SEALANT I WINDOW FI L MULLION CENTRAL aRAv A ' TYPICAL MULLION TO CONCRETE 0 JAMB APPLIES TO JAMB WHERE i' X 4' DETAIL Q2' X 4' TUBE MULLIONS ARE USED) 2000 P.V./DESIGNER 2000 P.VJDESIGNER r SILL (TYP.) r SILL (TYP.) CONCRETE OR MASONRY_ b8 X 3/4 SELF / W.- 4 SELF BY OTHERS TAPPING SMS SMS l X 2 7/16 X 1/81 X 2 7/16 X 3/8 INSTALLAAT+ION ANCHOR Q/16' DI TUBE MULLIONTUBE MULLION SCREW ONE' BY WOOD EXTERNAL: MULLION INSTALLATION CLIP SEALANT BETWEEN BUCK BY OTHERS ... WINDOW FLANGES L MULLION ' 2000 P.VJDESIGNER MULLION b8 X 3/4 SELF/4 SEtF SILL (TYP.) " 2000 S.H.TAPPING' SMS .. SMS HEAD (TYPJ HEAD (TYPJ b8 X 3/4 SELF - SECTION A —A (1) SECTION A —A (2) TAPPING SMS _ 2X4X3/8 QTUBEMULLION SEALANT BETWEEN L 1.1/4' MIN. WINDOW FLANGE ... _. .. EMBEDMENT L MULLION .. _ . 118'-X 3/4 -SELF` I SEALANT BETWEEN _ IAPPING WINDOW FLANGES L MULLION - 2000 S.H. . 2000 P.V./DESIGNER 2000 P.V./DESIGNER HEAD (TYPJ SILL (TYPJ SILL.(TYPJ SECTION A—A-•(5) b8 X 3/4 SELF 18 X 3/4 SELF -- TAPPING SMS - TAPPING SMS -:- 1X4X1/8 1X4X3/8 _ _ ELE" TTUBEMULLIONTUBEMULLION VIEWEO - FROMEXTERIOR SEALANT BETWEENE i FLORIL A' INTERNATIoxAL, INC VINWV FLANGES L" EXTRUDERS SANFORD, FLORA L MULLION ._ . ME: SER..-, 2000; FLANGE 'SHEET-, 1:, TRIPLE HORIZONTAL MULLION _,SECTI NS. 48 X 3/4 SELF t 8 X 3/4 SELF TAPPING SMS APPING SMS SEE OTHER SIDE (SHEET" 2 OF'2) FOR 2000 S.H HEAD ( TYPJ HEAD (TYPJ V DES I GN '`kESSUREt-- CAPAC I T I ES = SECTION A -A (3) SECTION A —A (4) DY; MSH wRov$D r Ir:' DATE: 2/6/02• SckE: NTS- Dwc.:,=--2HMFLGTR -- ._. . - Rtixrr H v• 18 91001 I 2000 SI-L 1 X 2 7/16 X 1/8 AF I X 2 7/16 X 3/8 JAMB (TYP.) TUBE MULLION JATUBE MULLION 08 X 1/2 SEL08 X 1/2 SELF TAPPING SMS TAPPING SMS 2 X 4.X 3/8 TUBE MULLION SEALANT BETVEEN.. SM8 X 1-1/2 SELF 2000 StL VINDOV FLANGES - VINDGV FLANGES- _ TAPPING'SMS JAMB (TYPJ L MlD LM" ELf L - MULLION .. a8 X 1-I/2 S - TAPPING SMS c SECTION A — A ( 1) SECTION A —A (2) IX4X1/8 1 X4X3/n^ II II IIIITUBEMULLION " TUBE MULLION 2000 S.M.• 2000 S.M. JAMB (TYPJ JAMB ( TYP.) Fri 06 X 1/ 2 SELF A TAPPING-SMS DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION SEALANT BETVEEN' ' VINDGV FLANGES L MULLION SECT) 8 X 1/ 2 SELF - J II TAPPING APPWG SMS SEALANT-BETVEEN SEALANT HETVEF71 - 118 X 1-1/2 SELF vINDGV-FLANGES VINDGV FLANGES TAPPING SMS L MULLION t MULLION SELF 1X OR 2X MULL INSTALLATIC INTERNAL CLIP J L IX OR 2X MULL ETAIL N8 X 1/ 2 SELF TAPPING SMS WSTALLATIDM ANCHOR 3/M DIA TAPCON SCREV ANCHOR CTYPJ SELL CLIP L8 X 1- 1/2 SELF 1 1/4' MIN TAPPING SMS Q EMBEDMENT PRECAST SILL BY OTHERS AUXILIARY --PLATE OMR ADDITIONAL ANCHORS, WEN REQUIRED) M8 X 1 1/2 MULLII7N TAPPING SMS SECTION A —A ( 3) ' SECTION A —A (4) _ t8 SELF TAPPING / SMS CTYPJ - FL ON nETAn B ' VIEWED FROM EXTERIOR INTERNATIONAL, INC FLORIDA EXTRUDERSczjjTfLAL saNFORn,-FLORmA Tale: SER.. 2000 FLANGE SHEET'i .OF' 2 V = VERTICAL MULLION INTO HORIZONTAL ':'. oRl " _ • SEE OTHER - S.IDE' (SHEET--.2--OF 2) ..FOR,; DESIGN PRESSURE'CAPACITIES. :::_. 18 , Z DRAwN : JBH APPROV0 »:' nATE:2/2/ 02 .: scal:e: NTS_.. nxG.:.;,;2VMKMFLG -- 8 SEALANT BETWEEN WINDOW FLANGES L MULLMN At XI WRY PLATE 9 L.l. • ?DR ADDITIONAL ANOORS. VNEN RC(XlQt£D) UNT &-. F._ . A B- O AI m,,ANUFACTU"REA NAME' 2,/P/Dk E51,-rflVD — MAsT1F14ILLfON ' 2000 P.V./DESIGNER 2000 P.V./DESIGNER SILL ( TYP) SILL '(TYPE n8 X 3/4 SELF 08 X 3/4.SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X 1/8 l X 2. 7/16 X 3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN R8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYP.) SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES VINDOV FLANGES L MULLIDN. L MULLION 2000 P.V./DESIGNER SILL ( TYP.) D8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/ 8. TUBE MULLION a8 X 3/4 SELF 1000 S.N. TAPPING SMS HEAD ( TYP.) . TWO BY WOOD BUCK BY OTHEF APPLIES TO HEAD & SILL WHERE I- X 4- 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 08 WOOD SCREW ( TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION 2000 P.W./DESIGNER DET r A SILL ( TYP.) p8 X 3/4 SELF 1000 S.M.TAPPING SMS NB X 3/4 SELF HEAD ( TYP.) TAPPING SMS 2 X 4.X 3/8 -_ SECTION A —A (2) TUBE MULLION 1 1/8' MIN EMBEDMEN E ATK) SEALANT BETWEEN .. 'VIEWED' FROM EXTERIOR WINDOW FLANGE L' MULLIDN - DETAJL B. APPLIES TO NERD &•SILL WHERE 1' X 2' x 2 7/W-TUBE uUUJONS ARE USED twl c - MSTALLAnQN AN0M so WOOD SCREW CTYP.) 2000 P.V./DESIGNER p8 X HVIL RIP r SILL (TYP.) 3/4 SELF TAPPING SMS TAPPING4SMS — 1000 S.H. SECTION A —A (5) SELF X 4 X 3/8 HEAD (TYP.) I I/B' NIN BE MULLION ENBEDNENT FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD, FLORIDA TrlU: SER. 2000 FIN SHEET I OF 2 YEB IZTWIN HORONTALMULLIONSECTINSSEE OTHER SIDE (SHEET 2 OF :2) FOR x 3/a SELfDESIGN PRESSURE CAPACITIES—1000 SH TAPPING SMS ? HEAD ( TYP.) DRAWN BY: NISH APPROVED SECTION A —A (a) Dare:2/6/02 I SCALE: NTS DWG.:: 2HMFINTW TYPICAL MULLION TO CONCRETE 0 JAMB APPLIES TO JAMB WHERE 1' X 4' OETAIL k 2' X 4' TUBE MUWONS ARE USED) _ Q CONCRETE OR MASONRY 2000 P.V DESIGNER BY OTHERS \ SOLO P.V./DESIGNER r SILL (TYP.) SILL (TYPJ i INSTALLATMN ANCHOR CON SCREV ANCHOR 6( TYPJ 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS -TAPPING 1 X 2 7/16 X 3/8 EXTERNAL MULLION 1 X 2 7/16. X 1/8 ONE BY VOOD INSTALLATION CLIP TUBE MULLION TUBE MULLION BUCK BY OTHERS Q • SEALANT BETVEEN SEALANT BETVEEN .._ . V[ND V FLANGES VINDLV FLANGES. MULLION MULLION L MULLION 2000 P.V./DESIGNER SILL (TYPJ 48 X 3/4 SELF 6 X 3/4 SELF8X3/4 SELF TAPPING SMS 2000 S}L TAPPING SMS 2000 S.H. TAPPING SMS 2 X'4 X 3/6 HEAD (TYPJ HEAD (TYP.),. TUBE MULLION Q SECTION A -A (1) SECTION A -A (2) L 1 1/4' MIN. SEALANT BETVEEN •EMBEDMENT VINDOV FLANGE L MULLIN ACTURER NADEZ. GvR/D F J71 !/D RS DETAIL B; ' (-- A ESA'B'IEff3 FEE If 08 X 3/4 SELF r---1 TAPPING SMS SEALANT BETVEEN - VINDOV FLANGES 2000 S.H. L MULLION 2000 P.V./DESIGNER 2000 P.V./DESIGNER HEAD (TYPJ j _• j r SILL (TYPJ r SILL (TYP.) SECTION A -A (5) SELF I #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X4X1/8 1X-4X3/8 TUBE MULLION TUBE MULLION ELEvanoN .• VIEWED FROM EXTERIOR SEALANT BETVEEN FLORIDA EXTRUDERS. ORDD, NAORMAINC VINDOV FLANGES L MULLMN itu: SER.. 2000 . FLANGE" "SHEET' l OF_• 2 - TUIN HORIZONTAL'MULLI0t":SECTIONS = `' 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS SEE OTHER SIDE (SHEET--2 OF-.2)-FOR z000 Sx 2000 S.H. HEAD (TYP.) DESIGN_ :PRESSURE; CAPAC;IT.I•ES; HEAD (TYPJ r - SECTION A —A (3) SECTION A —A (4) 1 F_B 2QC2 DRaxx i:MSH :. aPPRavrv-HY:..:'c', :; DATE:2/_4 O2 .. SCALE: NTS Dxc: °2HMFL' GTW AUXILIARY PATE FOR ADDITD?iAL AWN=, VNIN REWIRED) CENTRAJL FLORIDA S.O.A.F. ( D DETAIL MANUFACTURE, R NAM: o -o SEALANT BETVEEN Kk E'iH # ', MUL'mN vINDOv FLANGES OiMULLION 2000 P.VJDESIGNER 2000 P.VJDESIGNER SILL (TYP.) SILL (TYPJ R8 x 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS TWO BY WOOD BUCK BY OTHER I x 2 7/16 X 1/8 1 X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION SEALANT BETVEEN .. _ VINDOV FLANGES L MULLION APPLIES TO HEAD k SILL WHERE 1' X 4' 2' X 4' TUBE MUWONS ARE USED SHEATHING INSTALLATION ANCHOR M8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION 2000 P.V./DESIGNER \ SILL (TYP.) 98 X 3/4 SELF DS X 3/4 SELF A 1000 SA TAPPING SMS l000 SR TAPPING SMS q8 % 3/4 HEAD (TYP.) HEAD (TYPJ TAPPING SMS 2X4X3/8 SECTION A -A (1) SECTION A —A (2) TUBE MULLION IL 11/8' MIN. EMBEDMENT OVA loTN SEALANT BETWEEN MEWED FROIJEXTERIOR VU( DOW FLANGE DETAIL B APPUFS TO HEAD & SILL WHERE I' X 2' t MULLION -. - 6: I % 2 7/16' TUBE MULLIONS ARE USM SEALANT HET VEEN SEALANT BETVEEN SCREW INS ALLATT(RI N+CKIR . WINDOV FLANGES SEC VINIXIV FLANGES -A ( S) - e WOOD TIONAt MULLION: ' 7= MULLION 2000 a( P 2000 P.W./DESIGNER *PVJDER 08 X 3/4 SELF SILL ( TYP.) TAPPING SMS R8 X 3/4 SELF /4 SELF .. TAPPING SMS G SMS — 1000 S.H. I Vw MIN 1 X 4 X 1/-8I X 4 X 3/8 HEAD (TYP.) EMSEDMCNT TUBE MULLIONTUBE MULLION FLORIDA EXTRUDERS SAANFORD° FLORIDA TrrLE: SER. 2000 FIN SHEET-1 F 2-- HORIZONTAL MULLION SECTIONS V V SEE OTHER SIDE (SHEET 2 F. 2> FOR i8 X 3/4 SELF3/4 SELF DESIGN PRESSURE.CAPACIT:IES, TAPPING . SMS NG -SM$EB 2002:.y1000 SH .- • -- - HEAD ( TYP.) HEAD (TYP.) DRAWN HY:MSH APPROVED -BY:,_.-__ SECTION A -A (3) SECTION A -A (4) DATE:2/6/02 SCALE: NTS -]DWG:: -2HMF IN:.- TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE I' X 4' DETAIL@ k 2' X 4' TUBE MULLIONS ARE USED) Q SEALANT BETVEEN SEALANT BETVEEN VINDOv FLANGES VINDOV FLANGES CONCRETE OR MASONRY L MULLION- L MULLION BY OTHERS 2000 P.V./DESIGNER 2000 P.V./DESIGNER r SILL (TYPJ r SILL (TYP.) a8 X 3/4 SELF / a8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X 1/8 (y ` 3/8 TUBE MULLION1TUBEMULLIONIj ` a8 X 3/4 SELF a8' X 3/4 SELF 2000 S.H. TAPPING SMS 2000 S.H. 'TAPPING SMS HEAD (TYP.) HEAD (TYP.) SECTION A —A (1) SECTION A —A (2) SEALANT BETVEEN VINDOV FLANGE L KAJ-ION B. (c) IdT FL®PPA lY,k N V f pL. oR/ A V SEALANT BETVEEN Vitt-, SEALANT.BETVEEN , viNDOv FLANGES VINDOV FLANGES L MULLION - L MULLION . 2000 P.V./DESIGNER 2000 P.V./DESIGNER SILL (TYP.) SILL (TYP.) a8 X 3/4 SELF a8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 THE MULLION y] j'1 X 4 X 3/13 TUBE MULIIQN INSTALLATION ANCKOR 3/16' DIA. TAPCON SCREV ANCHOR (TYPJ EXTERNAL MULLION INSTALLATMN CLIP MULLION 2000 P.VJDESIGNER V SILL (TYPJ a8 X 3/4 SELF TAPPING SMS ' 2 X' 4 X 3/8 QTUBEMULLION I+ 1 1/4' HIM. EMBEDMENT jTA[L B r- Arja8X3/4 SELF \ Ly.A _ WFING 2000 S._ ..... - , .. HEAD (TYP.) •. - SECTION A —A (5) ca'''•. 08 X 3/4 SELF a8 X 3/4 SELF 1 TAPPING SMS TAPPING SMS " :' 2000 • sx - .2000 S.H. HEAD (TYP.)HEAD (TYP.) ' B 20102 SECTION A —A (3) SECTION A —A (4) ONE BY WOOD BUCK BY OTHERS ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS -.sAN xAT , FLO IDASANFORD, FLURIDA M'LE: SER. 2000 :.FLANGE SHEET:-1 OF: 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET--'.2 OF 2).;:F R DES IGWPRESSURE-,CAPACI•T•IES "- RAWN BY: MSH _ : ` APPROVED "BY: =' `I iC• ATE:2/4/02-- scale: NTS=-.- DRc.: w2HMFLG,Z. y z000 SA 1 X 2 7/16 X 1/8 2000 S.H. JAMB TYP.) JAMB (TYP.) TUBE MULLION a8 X 1/2 SELF TAPPING SMS 1 1/8' MIN. ,. EMBEDMENT IX27/16X3/8 TUBE MULLION 2 X 4 X 3/8 TWO BY WOOD — BUCK BY OTHERS DETAIL C TUBE MULLION \ " SHEATHING t SOB X 1/2 SELF INSTALLATION ANCHOR 08 WOOD TAPPING ,SMS SCREW (TYP) ffammil , lolmq,ifii SEALANT BETWEEN WINDOW FRAME SEALANT BETWEEN WINDOW FRAME L MULLION L MULLION 08 X 1-1/2 SELF' TAPPING SMS S.X 1-1/2 SELF TAPPING SMS SECTION A —A (1) SECTION A —A (2) CENTRAL, ff' LORMA B. ®. A. F. IY,AF;g11t<AQ.'I'QJRIER Pta 1X4X1/8 1X4'X3/8 TUBE MULLION TUBE MULLION EXTERNAL MULLION INSTALLATION CLIP 2000 S.M. MULLION _ JAMB (TYPJ APPLIES TO HEAD & . SILL WHERE 1- X 4- 2' X 4" TUBE MUWONS ARE USED 9SENANTBETVEEN' 1/2 SELF APPLIES TO HEAD &. SILL WHERE 1- X 2- NG SMS & 1- X 2 7/16- TUBE MULLIONS ARE USED INSTALLATION ANCHOR AI Ile voOD SCREW TYPJ SILL CLIP I8 X .1-1/2 SELF WINDOW FLANGES 1 1/8' MIN. TAPPING SMS L MULLION - EMBEDMENT 2000 SR 2000 S.H JAMB (TYPJ JAMB'(TYPJ a8 X 1/2 SELF a8 X 1/2 SELF TAPPING SMS TAPPING SMS U" v V ' U SEALANT BETWEEN ' ,SEALANT BETWEEN WINDOW FRAMEWINDOW FRAME L MULLION ._ ; L MULLION 0 8 X. 1-1/2 SELF.... _ _.. NS..X 1-1/2 SELF TAPPING. SMS TAPPING SMS SECTION A —A (3) SECTION A —A (4) SECTION A —A' (5) " SMCATMDGDETAILC FRµ i . AI IXII'IARY'- PI A F- FOR ADDITI(iNAL'-ANCHORS;.VHEN REOUIRED) A_ A_.._... G a8 SELF, TAPPING - SMS (TYP. p TAi B - MULLION ELEV T10 VI ;,FROM. EXTERIOR _ FLORIDA:'=EXTRUDERS urrERrinzzorlaL INCC _ SANFORD, FLORIDA T rLE: SER. " 2000 FIN SHEET T OF 2 V VERTICAL'..MULL'ION: SECTIONS_ SEEDESIGONHPRESSUREER SIDE CAPAC-ITIEOS ?- FOR DRAR?i BY: M S H ""'' APPROVED'BY:- DATE:2/6/02 I SCALE: NTS DWG::. 2VMFIN Q3 ONE BY VOOD REELILL 2000 S.H. 1 X 2 7/16 X 1/8 2000 S.H 1 X 2 7/16 X 3/8 BUCK BY OTHERS JAMB (TYPJ TUBE MULLION JAMB CTYPJ TUBE MULLION CONCRETE OR MASONRY' 1 1/4' MIN. a BY OTHERS EMBEDMENT Q Q 8 X 1/2 SELF a8 X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR 3/16' DIA.--- TAPCON SCREW ANCHOR CTYPJ EXTERNAL MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION R8 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) IX4X1/8 TUBE MULLION 2000 S.H. 2000 SA JAMB (TYPJ JAMB CTYPJ a8 X 1/2 SELF TAPPING SMS lI INSTALLATION CLIP SEALANT BETVEEN TUBE MULLION VD(DDV FLANGES - - L MULLION 2000 S.H TYPICAL MUWON TO CONCRETE O HEAD 08 x 1-1/2 SELF JAMB CTYPJ MULLION (APPLIES TO HEAD._& SILL,WHERE I' X 4 TAPPING SMS do ,.2. X -4', TUBE • MUWONS ARE USED) LL. SECTION A —A (2) Ite X 1/2 •SELF TAPPING SMS n INSTALLATION ANCH3R 3/16' DIA. TAPCOM 1 X 4.X 3/8. - _ SCREW ANCHOR CTYPJ TUBE MULLION SILL CLIP 8 X 1-I/2 SELF SEALAM BETWEEN QTAPPING.SMS VINDOV-FLANGES L MULLIDN,c.-:'.. 1 1/4' MIN. SECTION A =A' -- - --. . _ _Q'::: "- --- .::.::_.. '...,. EMBEDMENT DETAIL C. PRECAST 'SILL -BY -OTHERS r 1 AUXILI RY 'P TE A8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN' SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES L MULLION L MULLION 08 X 1-1/2 SELF R8 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A —A (3) SECTION A —A (4) mot1FAC'TYJpER - NAME o i vD -5 VASTER. FEL,E q .. LA FOR_ADDITIONAL ANCHORS,' WHEN REQUIRED) SMS (TYP.) DETAIL B MULLION VIEWED FROM EXTERIOR FLORIDA: EXTRUDERS on, FLOFbk.. UI ; S R. 200 : FLANGE_`. SHEET. -,I _ V` VERTICAL MULLION -SECTIONS - SEE OTHER.; S-I-DE'=(;SHEET.:: 2-,OF Ig 3210 DESIGN PRESSURE tAPAC-ITIES APPROVED, ; 2/2/02...,_ SCALE:,NTS _ Dwci 2VMFL'G 8 SELF T 3/4" X 1-1/2" X 13GAGE MIN. 2" GALV. STEEL GALV, STEEL HORIZONTAL ANGLE HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR- I 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2"LAG SCREWS — OPENING HEIGHT NOT OVER DOOR HEIGHT) 16'X7' (4 BRACKETS) 9'X7' (3 BRACKETS)I 5" 1 FOR 16' X 7' USE C 1/4" X 3/4- HEX HEAD SELF DRILLING SCREW TT 3 DETAIL D 2" 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4--20 X 5/8- TRACK BOLTS. 63" (16' X 7') 42-(16' X 7') 54•(9• X 7') 21-(16' X 7' 33"(9' X 7') 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL USE END CAP OVER END STILES. SEE DETAIL C) 18 GAGE GALV. STEEL CENTER HINGE- `CE GAGENTER STILE STGALEEL STEEL CE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16- X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. SECTION B—B P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 8'-0" 7'-0" 32.8 37.4 49.2 58.1 9'-0' 7'-0" 29.1 33.3 43.7 1 -49.9 16 -0" 7 -0 23.6 26.3 35.4 1 -39.5 3/4- POLYSTYRENE INSULATION STANDARD FOR MODEL 73.5--% 19-1/2', 21'OR 24" HIGH PANEL GALV. AND fl Ct"%V MD_ JIGLL 26 GAGE FOR ALL MODELS EXCEPT 24 GAGE MODEL 750 L 2" r X 1/2" LONG 16GA GALV. STEEL LGE BOLT & NUT TOP BRACKET WITH 14GA. ROLLER HOLDER WITH 2 FASTENERS. 5-STRUTS 3 18GA WIDE 1/4"X 3/4" LONG HEX HEAD SELF SEE DETAIL A) DRILLING SCREWS. 2 PER VERTICAL STILE) 16' X 7' DOOR 2" ROLLER WITH 7/16" DIA. LONG STEM. TIRE STEEL 10 BALL 8' AND 9' WIDE DOORS 2" ROLLER WITH 7/16- DIA SHORT STEM. TIRE: STEEL 7 BALL SEE DETAIL C AIR VENTS44) 14 GAGE GALV. STEEL END REQ 120 ' D. HINGE ATTACHED WITH (4) OR 5) SCREWS. SEE DETAIL C. SQ. IN. MIN. TOTALTOTAL OPEN AREA) OPTIONAL., ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) OPTIONAL SSB GLASS LIGHTS CENTER STILES 5 COLUMNS) ALTERNATE CONSTRUCTION CENTER HINGES USING (2) STRUTS 3 COLUMNS)--- 7. Iu U11 U 1 u t u I u IIU 1 i1i u 1 uul,_uT.n'_'u 111 11111 11111 1 1 111 ' lL JIL IIuI`IL`I 11 1 1 11111 11111 111111 11111 11111 1 1 114 IL/ice! If/L 1 N r1 I,1 r1 I Diu_! 1 - Lmj 1 I 1 jli... Jill n1i 1 r1 rl 11 1 20 GAGE END STILES 2" 1-3/8" POLYSTYRENE INSULATION G 0 C OPTIONAL FOR MOD. 724 AND 7300 0 O` a 13 GAGE GALV. STEEL BOTTOM BRACKET 0 s IATTACHEDWITH2FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. I L.H. FOR A 16' X 7' DOOR USE ONE DETAIL C SECTION A —A EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HING END DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B 30' ROOF HEIGHT, ROOF PITCH > 10, 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH, IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARRO"R OR SHORTER. D STILE, CAP AND RAIL TYP, 6 PLACES, AND USE LONG STEM ROLLERS. NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4--20 X 5/8" HEX BOLTS & NUTS OR 1/4" X 1/2' LONG HEX HEAD SHEET METAL SCREWS. r' T' . G 2422 3/5/02 KDD l i~ F 2413 1/25/02 WILLIAM T. (IDEMANN,-R ;=4'' " E 2137 2/9/00 Consulting Structural Engraeei _ • D 1724 6/24/97 i.3 .: 1140 Anderson Street = C 1549A Clermont, FL 34711 - C ., -( -' B 1549 352) 242 0100 A 1449 (9-8-95) NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC 1366 1 1-01-94) SCATES; REV. E.C.N. DATE APPROV 11LES & CrniCR HINGES (1 COLUMN) I - 1.25" 3" 1 2.75" — DETAIL A 3. 20GA WIDE STRUT 3' 18GA WIDE STRUT LOCK P.O. BOX 13858 MAUMELLE, AR. WHSOSOR DOOR 721130501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 FDWG.WAS PART NAME: 8. 9 WINDLOAD RESIDENTIAL STEEL DOOR NCE FOR SBC 100 @150% MPH, FBC DRAG*1015DEC. t .015 NEXT LEVEL DATE: DWG. NO. ANG. t 1• 9/14/94 99-6-033 SCALE PLOT SCALE DRN. BY SHEET 1 OF 3NONE1=1 GDR USE FOUR13GAGEMIN. GALV. STEEL 1/4- X 1/2" LONG FOR 16'XB' FASTENERSTRACKSPLICEORFLAGBRACKET. CARRIAGE BOLT & NUT FORA GAIN. STEELFASTENTOWOODJAMBWITH D ON 9'XB'.- 5/16" X 1-1/2- LAG SCREWS. g TOP BRACKET WITH 14GA ROLLER FOR 18' X 7' HOLDER WITH 2" GALV. STEEL & 18' X 8' USE 2 FASTENERS. VERTICAL TRACK 1/4" X 3/4' FOR OP B A 18'XB' 16GA 16'X8') HEX HEAD SELF SEE TOP BRACKET 13GA. (18'X7'• DRILLING SCREW DETAIL D ON PAGE 3 USE Two EXTRA 18'XB') -16' X 8' & 10' X 8' DOOR SELF DRILLING SCREWS THROUGF 63" (18' X 7') 72" (18' X 8') 72' (i6' X 8') 72' (lo' x e') 54" (18' X 7') 63" 18' X 8' 63" (9' X 8') OPENING HEIGHT NOT OVER 42" (18' X 8" (18' X 16' X748- DOOR HEIGHT) 8" 10' X 33' (18' X 7 ) 39" (18' X 8') 39" (9' X B') 21" (18' X 7 ) 24' 1 B' X 8' 24" (16' X 8') 24" (10' X B') 15" (18' X 7') 15"(1a X8') I O' v O' /1 oPnry RC\ '.. v W 1n oDAry c % l 116. X B' t4 BRACKETSf I 18' X 7' 7 BRACKETS 18' X 8' 7 BRACKETS 20 GAGE END STILES - FASTENED• WITH TOG LOGS TO PANEL 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735 19-1/2% 21\ OR 24" HIGH PANEL GALV. AND PRE- 26 GA ALL MODELS EXCEPT 24 GA MODEL 750 L- 1-3/8' POLYSTYRENEUSEENDCAPOVERENDSTILES. INSULATION OPTIONALSEEDETAILC) FOR MOD. 724 & 730. 13GA GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2" FASTENERS (16'XB'). 4 FASTENERS (18 X7 1 B'x8'). SECTION B-B AND 9xe') 18 GAGE GALV. STEEL CENTER HINGE (10'XB'). ATTACHED WITH 4 FASTENERS. SECTION A -A 20 GAGE GALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS - I '- 1.25" TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2" LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S.F. TABLE 3" DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0" 8'-D" 25.5 29.1 38.2 43.7 10'-0' 8'-0" 33.0 36.9 49.6 55.3 16'-0" 8'-0" 24.3 27.3 36.6 41.1 18,-0" W-0' 27.3 30.7 41.0 46.0 18'-0" 7'-0" 27.3 30.7 41.0 2 ROLLER WITH 7/16 DIA LONG STEM. TOP AND BOTTOM TIRE: STEEL 10 BALL LEAF OF' HINGE 18' X 7' & 18' X 8' DOOR AND END STILE, 2" HURRICANE ROLLER ON 16 X8, WITH 7/16" DIA 18'XB'. LONG STEM. RAILS 8 STRUTS - 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE ON 10'X8'. TIRE: STEEL iv BALL. 9' X 8% 10'X 8' 20GlL END CAP, NO RNETS. 9'X8' 2" ROLLER WITH 16' X 8': 16GA. END CAP & RIVETS. 7/16' DIA. SHORT STEM. 18' X 7' & 18' X 8% 13GA END CAP & RIVETS. 14 GAGE GALV. STEEL RAIL END HINGE ATTACHED WITH 4, 5. OR 6 SCREWS. SEE DETAIL C. 20 GAGEtENDSTILES 16'x8' & 18'XWAND D ETA I L C POP RIVET TOPBOTTOMOFEN TO END STILE 2•rGALVANIZEI STEEL STRUT. A11AUMU "11H 1/4 A J/4 LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 4 STRUTS 3' 20GA WIDE SEE DETAIL A) 4'X 16' AIR VENTS 2) REO'D. I 60 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONALI OPTInNAI_ C$R C.Le$c CENTER STILES & HINGES (1 COLU6 6 STRUTS - 3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C 4'X 16" AIR VENTS 4) REO'D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL ALTERNAT(: CONSTRUCTION USING (2) STRUT S./, 1 1 I I I I IIi OPTIONAL9. SINGLECAR) OPTIONAL SSB GLASS LIGHTS 18' ( DOUBLE CAR) 4' X 16" AIR VENTS 4) REO'D. OPTIONAL 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL SSB GLASS LIGHTS 16' ( DOUBLE CAR) 5 STRUTS 3" 18GA WIDE SEE DETAIL A) 4' X 16' AIR VENTS 2) REO'D. B 60 SO. IN. MIN. TOTAL OPEN AREA) NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4'-20 X 5/8' HEX BOLTS & NUTS OR 1/ 4' X 1/2" LONG HEX HEAD SHEET METAL SCREWS. 2. 75' - I 1 L G DETAIL A F 3' 1BGA WIDE STRUT WILLIAM T. LINDEMANN; -PL y DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10% DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B', 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR 1,N END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. ' DOORS SMALLER THAN THOSE SHOWN WILL WTTHSTANIS THE -INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE KARRO WER 'OR SHORTER. 5:: E Consulting Structural En geer; `? , D 1140 Anderson Streel_, ` Clermont, FL 34711 352) 242-0100 " e NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC REV 2422 2413 2137 1724 1549A 1549 1449 1366 E. C.N. 3/ 5/02 1 KDD 11- 01-94 DATE IAPPROV ios Be CENTER STILE (7) COLUMNS CENTER HINGES (5) COLUMNS ALTERNATE CONSTRUCTION USING ( 2) STRUTS-7 . CENTER STILES & C (SINGLE CAR) HINGES ( 1 COLUMN) OPTIONAL LOCK P. O. BOX 13858 T yMAUMELLE, AR. W J11 1 SOR JL1i 1.1OR 72113 0 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS I PART NAME: 101993-8, 91 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 @150% MPH, FBC NEXT LEVEL NONE I PL01 SCALE DATE: DWG. NO. 9/14/ 94 99-B- 033 DR GDR SHEET 2 OF 3 13 GAGE MIN. GALV. STEEL 13 GAGE GALV. STEEL TOP USE FOUR TRACK SPLICE OR FLAG BRACKET. BRACKET WITH 10 GAGE ROLLER FASTENERS RAILSFASTENTOWOODJAMBWITH 5/16" X 1-1/2" LAG SCREWS. f] D HOLDER. NOTE THAT ROLLER HOLDER IS TURNED DOWN. ON 9•X8•. J NOTE: 16' X 8' USES TOP 2' GALV. STEEL BRACKET ON SHEET 2. 0 10 srRLns VERTICAL TRACK 16GA (16'X8') FOR 18' X 8' USE DE WIDESEEDETAILA) B 13GA 18'X8' 1/4 X 3/4' USE TWO EXTRA HEX HEAD SELF 16' X 8' & 10' X 6' DOOR SELF DRIWNG LOCK OPTIONAL DRILLING SCREW DETAIL D 2" ROLLER WITH 7/16' SCREWS THROUGH 00 TOPDLA. LONG STEM. AND BOTTOM USE ONE EXTRA SEE DETAIL D TIRE: STEEL 10 BALL 18' X 8' DOOR LEAF OF HINGE SELF DRILLINGANDENDSTILE, 2" HURRICANE ROLLER SCREW THROUGHON16'X8 AND LH. TOP LEAF OF WITH 7 16" D(A. 18'XB'. HINGE ON 10'X8". 72" (18' X 8') o LONG STEM. TIRE: STEEL 10 BALL 9' X 8': 1O'X 8' 20GA. END CAP, NO RIVETS. 72' (16' X B' 72" (10- X 8') p 9'X8' 2" ROLLER WITH 16' X 816GA. END CAP & RIVETS. 18' X 8': 13GA. END CAP & RIVETS. 7/16' DIA. SHORT STEM. 63" 18' X 8') 14 GAGE GALV. STEEL RAIL OPENING 63- (9• X B•) END HINGE ATTACHED HEIGHT WITH 4, 5, OR 6 NOT OVER SCREWS. SEE DETAIL C. 20 GAGE DOOR 48" (18' X 8') END STILES HEIGHT) 48" (16' X 8') O 6 STRUTS 48- ( 10- X B•) 3' 18GA WIDE SEE DETAIL A) 39' ( 18' X B•) 3/4' POLYSI t 39' ( 9• X 8') INSULATION LOCK OPTIONAL STANDARDF24' ( 18' X B') MODEL 735 24' 16 X 8' SEE DETAIL C- 24.( 10 X B•) © 16'XB' & 18'X8' DETAIL C 4 X 16' AIR VENTS 15" 18' X B') POP RIVET TOP AND BOTTOM OF ENDCAP S4) REO'D. T12 0 TOENDSTILEIX I) 19- 1/2", OR 24" HPANEL OPTIONAL GA ANT) PRF- _ J 9' X 8' 3 BRACKETS 16' X 8' 4 BRACKETS PAINTED STEEL "` 5I10' X B' 4 BRACKETS31 18' X 8' 7 BRACKETS) 26 GA. ALL L ATTACHED WITH 1 SE X 3/4' LONG HEX HEAD SELF MODELS EXCEPT DRILLING SCREWS. 20 GAGE END STILES - FASTENED 24 GA MODEL (2 PER VERTICAL STILE) WITH TOG-L-LOCS TO PANEL 750 USE END CAP OVER END STILES. 1-3/8' POLYSTYRENE SEEDETAILC) INSULATION OPTIONAL vz FOR MOD. 724 & 730. 13GA GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2• FFASTENERS (16'X8'). 1. 4 FASTENERS 18 X8 ). 2 FASTENERS 9'XW) 18 GAGE GALV. STEEL CENTER7HINGESECTION B-B AND (lO'X8'). ATTACHED WITH 4 FASTENERS'SECTION A -A 20 GAGE GALV. STEEL CENTER ATTACHED WITH TOG-L-LOC OR POP RIVETS --1 - 1.25' TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR OUANTTIY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P. S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'- 0' 8•-0. 25.5 29.1 38.2 43.7 10 - 0" 8 -O" 33.0 36.9 49.6 55.3 16'- 0' 8'-0' 24.3 27.3 36.6 41.1 18'- 0' 8'-0' 27.3 30.7 41.0 46.0 3 OPTIONAL SSB GLASS SEE DETAA-A7 8 4' X 16' AIR VENTS 2) REO'D. 60 SO. IN. MIN. TOTAL OPEN AREA) CENTER STILES & HINGES ( I COWL N( 2J sr CONSTRUCTIONsINnE° -) OPTIONAL B OPTIONAL SSB GLASS NOTE ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4--20 X 5/8" HEX BOLTS & NUTS OR 1/ 4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. 2. 75' -- /' J 3 v0 G 2422 3/5/02 KDD DETAIL A I I :- F 2413 1/25/02 3. 18GA WIDE STRUT WILLIAM T. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Consulting Stljcicral EngiRECr, 2137 D 1724 USTEDINTHETABLEABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Anderson Street PITCH > 10'. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", ® ClermGn;, fL 34711: `• C 1549A 30' ROOF HEIGHT, ROOF PITCH > 10'. 2' OF DOOR IN END ZONE. B 1549 352) 242 - 0100 ; _ AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR z'' A 1449 OTHERLOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, i ; i ; : .' 1366 GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH ,IS GREATER THAN THE NOTE: GLAZING DOES NOT SA ISFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROY6-R OR SHORTER. DEBRIS REQUIREMENTS IN FBC REV. E.C.N. 11- 01-94) (SCATES,' DATE APPROV Oil 16' AIR VENTS IS- ( DOUBLE CM) 4) REO'D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL OPTIONAL SSB CLASS LIGHTS- 18' ( DOUBLE CAR) OPTIONAL SSB GLASS IS' AIR VENTS REQ. D. SO. IN. MIN. L OPEN AREA) HINGES ( I COLES d )FITTER/ (s01ClI GAR) OPTIONAL LDGLA COl1Il0!} P. O. BOX 13858 7( LL 1LJ 7 MAUMELLE, AR. VT 1SOIL ]MR 72113 501) 562- 1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-8. 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 ®150%_ MPH, FBC NEXT LEVEL DATE: 9/14/ 94 DWG. NO. 1 99-0-033 SCALE NONE PLOT SCALE 1=1 DRN. BY GDR SHEET 3 OF 3 w;;;': .. .... ., .. .:+:tip:"i.?aJ,..,q:.l';•:11?: ;•1•?,•t•r,'::' '--3':.:v!i:.:''r-::iy, CITY OF SANFORD PERMIT APPLICATION / n f Permit # ._63 - o')- 72-9 JJ Date: r / 17 — C . I Job Address:, _ ,L -,%/ X' /mod Jt / i /X i1 . ; _. /)- 1 1 -4 -- e ,. Description of Work: Historic District: Zoning: / Value of Work: $ PermitType: Building Electrical Mechanical ° Plumbing Fire Sprinkler/Alarm Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempor* Pole Mechanical Residential Non -Residential Replacement New (Duct Layout & Energy CalF, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair— Residential or Commercials Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required. for aa)cr than x) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: gip''"t`, '" `i / ;:', j;Q /,. I• (^ti t` _... -- tT '/ ty,?f .,.r jvre `•'t t.t, _.; ';t .kU )' (_ ' e et i. r It a,t`+,'t'. 11,At2teLicenseNumber>" Phone &Fax: T Y ' t I '; 1, f A 17t G°9iaet: Periski°4 54114A /Lt lO/'!e, / Phoh'e: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phouc: Fax: Application is hereby made to obtain a permit to do the work and installations as i idicated. I certify that no work or installation has commenced prior to die issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELL:;, 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: latvr. tc.yol;;ting construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUL'f fN Yc )111< PA i'ING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or freiea'al agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of rid to 713. Signature of Owner/ Agent Date /Sign e of Conr-actor/Agent /] Date o60-c-r Q, Qe.'ID 11 t,rs Sc Print Owner/Agent' s Name Print ontractor Ai!ent's Namc G W' Signature of Notary - State of Florida Date Signature of No_rv-State of Ronda Date Owner/Agent is _ Personall., Known to ,`'Ic or Produced ID APPLICA' FIOi1 APPROVED BN': Bldg: Initial & Date) S- pedal Conditions: Comractor/Aec-.::s _ I'crsonaG. Known to Me or Produce Zoning: l r.:.:: es. FD: Initial fi Date) ( Initial & Datc) (I I & Dar; i fl CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 305 CLYDESDALE CIR for which permit 03-00002728 has heretofore been issued on 8/29/03 has been completed according to plans and specifications filed in the office of the Building fficial prior to the issuance of said building permit, to wit as 'Pti^IL0 complies with all the building, plumbing, electri 1, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: DATE APPROVAL BUILDING: Finaled TIM ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: FIRE: Inspected Sewer Lines In Sewer Tap Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Signs Street Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FF.F.S RAM Yes No DATE APPROVAL DATE AMOUNT 9/17/0.3 20.00 9/19/0:3 20.00 8/29/03 10.00 12/04/03 10.00 9/12/03 10.00 8/29/03 10.00 8/29/03 59.27 8/29/03 54.00 CERTIFICATE This is to certify that the 305 CLYDESDALE CIR OF OCCUPANCY / COMPLETION building located at PAGE: 2 for which permit 03-00002728 has heretofore been issued on 8/29/03 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 O1-OPEN SPACE 8/29/03 279.61 O1-POLICE IMPACT - RESID 8/29/03 91.93 O1-RADON GAS TAX FEE 8/29/03 12.27 O1-ROAD IMPACT FEES 8/29/03 847.00 O1-RECOVERY FD/CERT. PGM. 8/29/03 12.28 O1-SCHOOL IMPACT FEE 8/29/03 1384.00 WD IMPACT:SINGLE FAMILY 8/29/03 650.00 SD IMPACT:SINGLE FAMILY 8/29/03 1700.00 D P- -(-40-f -, vy-\ R aoto-'e OWNER BUftDING OFFICIAL DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: `- r)O- 01A PERMIT #: GI-- 0'IDTt ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering 2 , 0 [Fire d1 I DPublic Works Utilities Zoning r1 x Licensing A 1 f CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 3 K CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: \ - )D- O'A PERMIT #: CAB-- a a ADDRESS: CONTRACTOR: o PHONE #: cik 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 ublic Works Mm'1s Utilities 0 Fire -A \ N DZoning f1 x Licensing A ` {k CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) i CERTIFCATE OF OCCUPANCT', REQUEST FOR FINAL INSPECTMI', W IS SINGLE FAMILY RESIDENCE**g DATE: 01A ^^~ 1 V ; PERMIT #: L1-- 1 ADDRESS: Sc--)'s 41 CONTRACTOR: r.aCr PHONE #: y(D) - 8 a - y I tt 1 1 t d. C7 F t t V E O VI 1 1 Ci I I VI dqVUVW G ayi C G mN t 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. DEngineering Public Works lities CONDITIONS: (TO BE Zoning A1N i- x ing V\ 1 { Y IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 305 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Leged Description, etc.) LOT 51, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL t.ATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): aa° - al#' - Nli.Ntl" or as.aaaaa NAD 1927 NAD '1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER I SEMINON W ME I FLORIDTESEMINOLECOUNTY120289 B4. MAP AND PANEL 137. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE - B8. FLOOD ZONE(S) Zone AO, use depth of floods g) 1202890045 E 4/17/95 4/17/95 X 24.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is comple'.e. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments _ Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 47. 7 ft.(m) o b) Top of next higher floor NO . ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA. ft.(m) o d) Attached garage (top of slab) 47. 2 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 47.2 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 46.1 ft.(m) o g) Highest adjacent (finished) grade (HAG) 46 9 fl.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) ca Cn ad N 0 C' E c wM a E z .21 d 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. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 011 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT ST Ei%RTE.18 ORLANDO FL 32803 SIGNATURE AVNJV nYDDATETELEPHONE 11tA 1 _h& 1/15/04 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side fc r continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bklg. No.) OR P.O. ROUTE AND BOX NO. Poky Number305CLYDESDALECIRCLE CITY STATE ZIP CODE Company NAIC NumberSANFORDFL32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL• MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4.. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is bang completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) 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 6.8 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 C3.1 on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management 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 C3.1 only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, a C, and E are correct to the best of rry kw4edge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS El 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.) GZ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or c ornmunitymissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE10CCUPANCY ISSUED - - I T G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _fL(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE nvivr uric - DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT, IOF SURVEY DESCRIPTION: (AS FURNISHED) LOT 51, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS 1 STRUCTURE MEETS OR EXCEEDS THEOTHEREQUIREMENTSSETFORTHINTHE A=90*16'56" CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). R=25.00' L=39.39' C6=N45'33'58"E C=35.44' TRACT A CLYDESDALE CIRCLE 50' RIGHT-OF-WAY GRAPHIC SCALE 0 15 30 PT I j WALK IS 34.88' a S89'17'34"E O 1.3' OFF CENTERLINE OF .....:•::• I :fie ;,:$',.;":-:.., ` RIGHT OF WAY j10' UTILITY EASEMENT,;, CONCRETE.•' i 3' C/W .•'DRIVEWAY;:: PC WALK IS 15.4' . I. ' 5. 1.3' OFF \ 14.6' '0 .;:',' 4 20.0' . s I COVERED 5.0' ENTRY W I IIII I W "•' z i ONE STORY CONCRETE BLOCK h RESIDENCEIO `.:. a I O FINISH FLOOR o ci () W I ELEVATION=47.73 m Q W 3 I Do Z 1 #305 CLYDESDALE CIRCLE U Q oQibnYLa(.J N OJ O 1- 0 m' O :? W O Q VI Z 1 I J I 39.6' U 15. V ...:... 5. f I 9.0 I LOT 51ry N b6 I WALK IS 1.4' OFF I N 79'4Ba0 E °ss N 89*17'34' W Pos 59.46' CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL. TITLE INSURANCE COMPANY OF PENNSYLVANIA GERBERT V. RIVERA AND AWILDA Y. AVILES-RIVERA CH MORTGAGE COMPANY, I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2, PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 1-14-04, 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 4117195 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 THE NORTHERLY LINE OF LOT 51 AS BEING N89'17'34"W PER PLAT FIELD DATE:) 9-17-03 ZEVISED: SCALE: I' = 30 FEET APPROVED BY: SJ JOB NO. ASM40126 DRAWN BY: FINAL 1-14-04 CKB ORMBOARD 10-03-03 CKB IEVISED DESCRIPTION B-7-03 REVISED HOUSE SIZE 5-7-03 JUL PLOT PLAN 3-24-03 JUL LOT 26 EAKERS CROSSING PHASE 1 PLAT BOOK 60. PAGES 27-29 5 89'17'34" E PC WALK IS 1.5'-OFF - - 0 LEGEND 4 S BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION 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 5/w SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING I CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801-- (407) 426-7979 LOT 50 A FND NAIL AND DISC LB #6393 (1/14/04) O FND 1/2 IRON ROD AND CAPLB #6393 (1/14/03) CNA CORNER NOT ACCESSIBLE 0 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 COW CONCRETE BLOCK WALL RP RADIUS POINT OIIU OVERHEAD UTILITY LINE ID IDENTIFICATION POLPCC POINT ON LINE POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA 4PSM'4428 O41FOR THE FIR& FIRAWILLIAMR. M SCATELLO JR. DATI Permit #: o'"l(( ( CITY OF SANFORD PERMIT APPLICATION Date: Job Address: 305 OLYAE-Ak i Clk / SAIYUP I( 3a"I1a Description of Work: y Historic District: Zoning: Value of Work: S I/' as yd , 0 0 Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ame & Address: Attach Proof of Ownership & Legal Description) fNt?f: /tJ/fh / 47At Y-.%) Phone: J Contractor Name & Address: mn ; St License Number: c_L e455 _ Phone &Fax: • {• si • • A_ Contact Person: _ Phone:gd1-JJs1 —W" Ade It si 0 Bonding Company. Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremen of Florida Lien Law, FS 713. O Signature of Owner/Agent Date Sign tore o Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg:4)- Zoning: Imua Date) Special Conditions: Print Contractor/Agent's Name Signature of Notary -State of Florida DONNA S. DALE MY COMMISSION I DD 175878 b0. EXPIRES: April 29, 2007 Contractor/Agent is Personally Kno S WadThruNotaryPudkUndambrs Produced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) POWER OF ATTORNEY DATE) Lg 9/o V I hereby name and appoint Kathy Ward NAME) of Fence Outlet to be my lawful attorney - COMPANY OR BUSINESS) in -fact, to act for me and apply to they n9 ,l iY1 0/I Building Department i fora Fence permit for work to be performed at a location described as: TYPE) Section Township _ Range Lot Block Subdivision 30 OL95,64&C-- i2e AplutpL'4 DRESS OF JOB) 4601LU OWNER OF PROPERTY) and to sign my name and do all things necessary to this appointment. iul P TYPE OR PRINT NAME AND LICENSE N Acknowledge: OF CONTRACTOR) SIGNATURE OF LICENSED CONTRACTOR) Sworn to and subscribed before me this Day of fuNE , A.D. 20. DONNA S. DALE, NOTARY PUBLIC STATE OF FLORIDA April 29, 2007 Em- S. DALECOMMISSIONEXPIRES ION !t DD 175878pril29, 2007 PuMk u darwr tem Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL t d Back D 1 OC7 1 si, CLYDESDALE CIR 7 ak ('(H.19ef r. I101 K. FirstCN IA snfard F1. 32771 407-465-7506 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-506-0000-0510 Tax District: S1-SANFORD Number of Buildings: 0 Owner: RIVERA GERBERT D & Exemptions: Depreciated Bldg Value: $0 Own/Addr: AVILES-RIVERA AWILDA Y Depreciated EXFT Value: $0 Address: 305 CLYDESDALE CIR Land Value (Market): $27.000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 305 CLYDESDALE CIR SANFORD 32771 Just/Market Value: $27,000 Subdivision Name: BAKERS CROSSING PHASE 2 Assessed Value (SOH): $27,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $27,000 11 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $215 WARRANTY DEED 01/2004 05206 1630 $167,000 Improved 2003 Taxable Value: $10.310 WARRANTY DEED 08l2003 04999 1294 $218,000 Vacant DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 51 BAKERS CROSSING PHASE 2 PB 62 PGS 97 - 99 LOT 0 0 1.000 27,000.00 $27,000 OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. bttp://ww .scpafl.org/pls/web/re_web.seminole_county_title?parcel=18203 l 50600000510&cpad=Clydes... 6/25/2004 AS WECORDED IN PLAT L300K 62 0 G -- 901161561, R=25.00' L.-= 39. 39' C9= N45'33'58"E C= 35.44' PLAT OP SURVEY OfSCRiPTH)!v: (AS FURNISHED) LOT 51. OAKERS CROSSINC PHASE 2, PAGES 97-99, OF THF.' PUBLIC RECORDS OF SE.MINOI-' ro-lif4l"T', FLORIDA NOTE: THE FINIS14ED FLOOR ELEVATIC•N GP THIS STRUCTURE MEETS OR EYCEEUS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORO CODE CHAPTER 8, SFC. G- ](A). TRACT A CODE SDALE CIRCLE r 3ylA•- ti eLte' L0- Ion'/ • N; cA, :.ir .34.88' WA:•K IS ut)I#Ir,INE r wALK IS r 4 W: I t ry V) a: C 0 NI• Z,I U I WALK IS 1.4' r1f F i'miin:D fC AMp FOR THE EXCLUSIVE U5E OF: D.R.H. TIME COMPANY CIF rLCR104 Mr. . IJL'LITY NATIONAI, TITLE INSURANCE COMPANY Or PL'NNS LVANIA, CEROERI V RIVERA AND AWILDA Y. AYTLES-RIVER.A CH VORTGAC£ COMPANY, T , LID N01'c 1. AI,(. DIRECTION; AND DISTANCES HAVE BEEN FIELD VFRIF1t:D AND ANY NCON!ASIENC:IES HAVE DEEN NOTED ON TN,F SURVE'r, IF ANY 2. PRUPERIY CORNERS SkOWdN HEREON WERE SET/F'OIJNO ON 1•-14-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ARSTRet TEO Tr'C LAND SHOWN HEREON FOR EASF_AIENTS, Rlfl;T OF WAY, RESTRICTIONS OF FjECOI?0 Wh1CH MA`r AFFECT THE TITLE OR USE OF Tt'.F. LAND. 4. NO UNDERCROUNO IMPR„VEMC11TS HAVE 13FEN Li)CA'E') EXCF,PT AS SHOWN i. NOT VAI.ID V4!IIOUY THE SISNATURE AND THE ORIGINAL. itA.ISF;; SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. HA%t: E.XAUI,YFL THE fLR.AI. ,;OIA.iUNi1Y PANEL U 120289 OC43 r OAMO 4/17/yg AND FOUA'D iHr SJH.IECr Fi7r,Y•Lti iY A^PEAR-;,' 71) I.IL IN -C)Nr. :t nYS,Y OLITSIDf. 10:1 YL:Ait rL000. t•'vA IK.4aA 5•PbN r&CWCW+'A,: eGSED Cu S[Lbs OLL Lr?'r:7V4+;{nl. C21iHN, AS fuANIS-t[O 7L•.AiliNGS 5Hc"%.A IIE'REON A.tr' aAiE'(1 UN TIIE. NQr7ih4LRL' LI-4;: OF 1.:'T )+ A:: 8C1!IC "69'17'24"44 PER F(AT C:A iF.:,-17-.iJ.Y tVI LU: Apra -1.1) BY'; I- -- — t7 evaCAiLD a+=oa-oiLria y:w.o uisc!alii. s:r.os P.StA A C• 1284+I! NCLIE ..—._—.. PLOT PIlN 3-24-03 .A0. 1 1 Y OFF I A:iEt4,lIF. it •.ti.'.i I . CONCIIL'sr7.•' 1 200 Vtdt STD.Y CLWCsM It ROCK I I; R SIriNCF. C FL!Y1* • Iw FlE'VAi11XY.A'.73 i /303 CCrOCIZALC CIRM I o + t1t1r ZIC II_ fV F Lv O i_(-)T 50t (j N L J f 51, v / 5,9.46 Q LOT 26 [ fIAMERS CA9C::'•SIND PNAS[ I RAT RUOk Or., pA,X•" 27-Itl LEGEND BVn OR.0 SE78ACK LINC RICfIL OF WA, LINt: aU F'41ST,NC UAWA7IOK c__I COKIILIF to LAND SIIRVEINC f:USRIES'i LS I. -iv SI•rRVCYDR PMM R.IANENT RcrCRctY,;E 'A'iklUMr.Nr CP PCAVAmuir CONTRCL 1••,'-NT r1 PCR PLAT M; UcAyJRED No rOUK` C/W CONCACK WAI.K S//er FADC.MALK CY CLYICREIC PAO CS CONCRLTX SLAB f:r,CVary LENGII. PK PA KEK KALLYt R RALNUS P0. LIw T cir CU/'rc 32041-• (407) 426-7979 I'ND NAIL AND DISC Ltl r6.793 O FN:: 1/2' IRON RUO AND CAPto /6m) (1/14/03) rilA CORNE4 NOT ACCESSIBLE G DF.NDICS DELTA ANGLE L DENOICS ARC. C H OCNCIES CHURD 8EARIND PC DCNot($ P(bYr Or CVHIVA1t:nE PI DLNUrES POINT OF :UTERUC+I(W PRC J[NUI(y PpNr Or R(ITRSr CUNVArURE. PI CiWKS POINT DF TAWJEMCV I'IP TY;4LAL A/C AIR COND.NrsICR COW C'CINC4F Tc 9LOCK wAa RP RACrIi:i POINT oNU 0,411,1441) URUTT LINE ID IDLNDr1CATKr. rtCL PONI OII L'N( PCC PUNT Cl* COWPOUND 0JR4 I fIFRERY CERTIFY. THA7 1?415 BOU IOARY SURVEY, 54JBJECT 10 THE SURVEYOR'S 1401E5 CONTAINEO HEREON MEET, THE APPLICAFILE MINIMU d IECHIRCAL TArIL'ARD$' 'SE, rC4M, OY HIE FLOR!0,1 BOARD UI' PROWFSSIONAL SURVEYORS AND .-%44PPERS IN CHAPTfN iiC;li••li, FLORIDA Af11I,1'1,liSTRA:'iVF CU('E rlURSLIANT TO CHAPTER 472.07.7, FLORIDA FOR1h( L r IAI 1 LLIAU R. AI(i!;CAAt6.L(i4f 5M#4r 28 PATE Se.,ninole County Property Appraiser Get Information by Parcel Number Page I of I PARCEL DETAIL Back iA2 TFF T L I 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-506-0000-0510 Tax District: S1 -SANFORD Number of Buildings: 0 Owner: RIVERA GERBERT D & Exemptions: Depreciated Bldg Value: $0 Address: 305 CLYDESDALE CIR Land Value (Market): $27,000 Property Address: 305 CLYDESDALE CIR SANFORD 32771 Just/Market Value: $27,000 Subdivision Name: BAKERS CROSSING PHASE 2 Assessed Value (SOH): $27,000 Taxable Value: $27,000 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $215 WARRANTY DEED08/2003 04999 1294 $218,000 Vacant DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTc Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess MethodFrontage Depth Land Units Unit Price Land Value LOT 51 BAKERS CROSSING PHASE 2 PB 62 PGS NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax If you recently purchased a homesteaded property your next year's property tax will be based an JustlMarket value. Ire _vveb.meuiuo} titloY»orccl~l02O3l50h0O0O05l 7/9/20O4