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304 Clydesdale Cir - BR03-001791 (BAKERS CROSSING) (SFR) DOCUMENTSt7 t7 PERMIT ADDRESS ,-)O A SUBDIVISION \ a cn En CONTRACTOR PERMIT # ` DATE D R Horton i ADDRESS 6250 Hazeltine Nat'l Dr #102 PERMIT DESCRIPTION _ Orlando, FL 32822 ( 407)857-9101 PERMIT VALUATION PHONE NUMBER CBC 055300 SQUARE FOOTAGE PROPERTY OWNER oP , ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR o PLUMBING CONTRACTOR H MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE CITY OF SANFORD PERMIT APPLICATION Permit # : O 9 IC A ate: _ Job Address: 3 1)a ( YQ cez )L Na A rr h f'. J ' Fa J' i5 Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI• . _ Electrical: New Service — # of MPS Addition/Alteration Change of Service Temporary Pole_ Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy C41l : Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wafer Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential : Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel N: Attach Proof of Ownership &Legal Description) Owners Name & Address: Phone: Contractor Name &'Address: to License Nu Phone & Fax: _ 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, LFURNACES, RS, HEATERS, TANKS, and AIR CONDITIONERS, etc. / ' OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be don in compliance with'all'applicable laws regidating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICEPOF COMNTNCEMEqT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, ONSULT ffH YO LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. / / N TICE: In addition to the requirements of this permit, there may be additional re this county, and there may be additional permits required from other govemmental Acceptance of permit is verification that I Hill notify the owner of the property 9(the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personal1% <nown to Me or Produced 1I_ APPLICATION APPROVED BY: Bldg: Zoning: I ' 1 & Date) Specia! Conditions: Vb/.S applicab t fhis prope that r a e and in the public records of ties such as manage nt dis cts, s e agencies, or federal agencies. quir of Flori fen w, FS 71 . A/oC3 Signature oncactor/Agent Date e_('t G o u So rint Contractor agent's Name Signature of No-.y-State of Florida Date Contractor/Agec::svlol Personally Known to Me or Produce" :D Initial & Date) FD: Initial fi Date) (Initial & Datt MIRINDA C. TURNER EXPIRES: June 14, 2W7 B=W Thru Notary Public Underwriters 5-06-20.3 % : 09AM FROM a+nr..0'ra- •t ..•rr,rv,v.wc.ve,Y:r.•.....,q.r;y ,., r. r..... .t.,. .. '. ti,`• . CITY OF SANFORD PERMIT APPLICATION 03 — _ _ Date: ; y o3 Permit A : /s ? 0 '9K Job AGC(111 3d `--V Acli fii ipliop of work; ni i.vrli pil rir I n: t/lu q wwtll Permit Type. Building . Electrical ,.V111, Mechanical Plumbing Firc Sprinkler/Alarm Pool Electrical: New Service - a of AMPS _J5 (D Addition/Alteration Change of service __ Temporary Pole Mechanical: Residcnriai Non-Residentia) ReplaceTmnl New (Duct Layout & Energy Chic. Required) Plumbing/ New Commercial: a of Flxtulcs >y of water & Sewer Lines a of Gas Lines — PlumbinP/ IVew Residential: a ol' water Closets.- Plumbing Repair - Residential or Commercial Occupancy Type: Residential Vf Commercial Industrial Total Square FoutaRe: _ Construction Type: it of Stories: Is of Dwelling Unih: Flood Zone: , (FEPlA form rtquirud for other than X) Parcel a: (Atraeh Proof of Ownership &,Legal Description)( e s 2.S > 1 C B (v Owners Name & Address:Ph J 7 Contractor dame & Addreu: _ll L—,L e,- 1 / _ State License Number EI' 20 ) Li 144 Contact Person: llonding crimpany Addrt. e Morlgagt Lender. Addrtts: - ArchitvwEnginetr: Phone. Faa: Addrcts: Application is hereby made to obuin a permit lu do the work and instillations as indicated. I Certify that no wenk or insullanon has comrnenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofoillawsregulatingciansvuciioninthisjurisdiction. I undcrsund that : separate permitmustbetecumdforELECTRICALWORK. PLUM RING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATE u, TANKS, and AIR CONDITIONERS, ctc. OWNER' S AFFIDAVIT: I certify that all ot'the foregoing Information is accurate and that all wrk will be done in comPKxAoa with all applicoble laws m9ularin8 construeionandinning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TW)CE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT Wr M YOUR LENDER OR AN ATTORNEY BEFORe REC:ORDNO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the rrquire menu of thin pc miL there may he additional restrictions applicable to this property that nay be found in the public records of this county, and there may be additional permits requirod (msm other goyammental cnnhcs such as hater management distnctc, state agencies, Of fcdenl agenues. Acceptance of permit is verirlwnon lh7t I will notify the owner of the property of the require m of I'loVien La , FS 71 Signature of Owner/Agent Ualc 5ignaturt of Contnetnr/Agent Date Print Owner/ Agcm's Name Print CunrraelouA ent's Nu e icnatute of Nulary-Sure.. of Flnnda f)atu fignature of N .t State nt'1 lorid Uute LrwncrrASax it — PPArnptty Knn,vn it) Me tat t•'eunraetnr/Agent is V Prnnna ly Known w Mc w PrudU\col 117 Noduc.•A III .... ...— IIOvl1 lIV1g: Utilirc>: ___.. .. _ AI' LllATION AI'I_ Date (Inr(ra1,11)uc) (lirlial Y Ditc, Initial Bare) ( Initial ) NPcCr.d l tin utnn.' _-•• . ____._.. ..._ .. . eF t, MARIE A. ZETTLEMOYER 9 MY COMMISSION # CC 855100 Icy 0o EXPIRES: Jul15,2003 t-110t- 3N01ARY Fla Notary Service 8 Bonding Co. CITY OF SANFORD PERMIT APPLICATION Permit #: 10 3- 1 }q ( Date: S126 f c 3 Job Address: 1 i gp e GroSStt'q 3°y UYo f ialG Ltl. LL Descrintinn mf Wnrk: C-v^ P (_4-e, Ado[. D I VVV% L 1,0% 1 A C v Historic District: Zoning: Value of Work: S 4 t d Ma. St O 20 Permit Type: Building Electrical Mechanical Plumbing K Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) 161 Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets X Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Plumbing Repair — Residential or Commercial Total Square Footage: Flood Zone: (FEMA form required for other than X) Parcel #: I ( Attach Proof of Ownership & Legal Description) mOwnersNac & Address: D• R- 4.4-yH Phone: Contractor Name & Address: LOB L7 7 Z tJ UuJIAU CF-COS `W9XO0.4 State License Number: Phone & Fax: •ONI 'NlAwnld 3JN,q rson: t\k r4NJ Phone: UP (I - 1119ti Bonding Company: Address: Mortgage Lender: Address: r Architect/Engincer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 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 di 'cts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the require lorid ien Law, FS 71 L z7 d Signature of Owner/Agent Date Sigma V of Contractor/Agent Da e 10 Z410.D Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MARTHA Y. HALL MY COMMISSION # CC 875840 Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personall f"e1 o XPIRES: February 1, 20D4 Produced I D _ Produced I D©onded Thru Notary Public Underwriters APPLICATION APPROVED BY: Bldg: initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) Q RAOKMN* May 20, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for.the issuance of Permit No. 6 3-1791 for the following work: Construction of a SFR on Lot 7, Bakers Crossing Phase 2, 304 Clydesdale Circle Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. I , the city does not guarantee approval of arty other development orders or 'development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until aK required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive - Suite 102.Orlando, Florida 32822 - (407) 857-9101 - Fax (407) 857-9228 D-R-HOMN- Roger Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants4hat he or she is authorized to bind the Owner and has been duly authorized to sign this documents. Signature Patricia Coulton Printed/ Typed Name Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Ow Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 20th day of May, 2003 Robert A. Laws , as the assistant secretary for D.R. Horton Inc. who is ers ally known me r who produced their Florida State Identification. V OFFICIAL I' , PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. IULY 2.6,2W Notary Signature Notary Stamp 1 6250 Hazeltine National Drive - Suite 102.Orlando, Florida 32822 - (407) 857-9101 - Fax (407) 857-9228 THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE9 CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04609 PG 0616 CLERK'S iI 20030761 10 RECORDED 05/07/2M 1002t10 AN RECORDING FEES 6.00 RECORDED BY M Nolden 3C 4 C 1- O es 6oj e- Cv rr NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improveincnt will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) I, 7, 12, 13 & 22 Bakers Crossing Phase 2 Plat Book , Page(s) Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owncr(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando. FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida desipnated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(I )(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc. 0 by: 21 Kone/t A. Lawson,\ sistant Secretary Corporate Seal) •1 STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of 2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, In-", a e aware Corporation, e a o t e corporation. WC/She is personally Gown to me. Notary Public, State and County Aforesaid r.Rerarx*'Z''I'i tSYY S.AL O PATRICIA COULTONIJOTARYPUBLICSTATEOFFwRIDAOMMISSIONNOC• DDt34330 N1YCOM hc nnt '.IUIN26,2006C: a ignattire Notary Seal MAY 7 2003 CERTIFIED COF1 MARYANNE MORSE CLERK OF CIRCUIT COURY SEMINOLE COUNTY. FLORIDA t'TV r•LF..RK CITY OF SANFORD PERMIT APPLICATION Permit No.: -` Job Address: -JS-0dLF- G t RGI.E. 'titF iZD L- 3a Permit Type: Building Electrical Mechanical Plumbing Fire AlIrmiSpriakler Description of Work: Additional Information for Electrical & Plumbing Permlts Electrical: —Addition/Alteration _Change of Service Temparary Pole _New AMP Service of AMPS Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: Residential _Commercial _ Industrial Total Sq Ftg: value of work: S. -•`- Type of Construction: j5leon.K Flood Zone: Number of Stories: Number of Dwelling U111M ._ Attach Proof of Ownership & Legal Description) Parcel No.: / Owner/Address/Phone: 0 `104 p2 0 1 Z f1 N tJ(710NE • IOoL ICXA/AcJ`S.o E-L_ 32 Z2 Contractor/Address/Phone:e:> Acr; q l01 4, S , 1C)2 ate_ _ State License Number. Contact Person: PATS (Jp v t iO) Phone & Fax Number. Ao+/aSq -9 l01 Title Holder (If other than Owner): N % Address: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer A •8• C -OJF' Phone No.: Address: `10 JSR•34 S . 1t511I A1 32q1 FaxNo.:go (4 - 40E Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will 14 performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constriction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR JIYTROVEIv1EEN1'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there maybe 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 goscrnmental entities swh as water management districts, state agencies, or federal agencies. Acce of permit is v • cation that I will notify the owner of he property of the requirements of Florida Lien Law, FS 713. l Signature of Owner/A t Date Signature of Contractor/ASe t Date Print r/Agent's N e Signature of N PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COytU ISSION EX jULY 26,200E Owner/Agent is V Personally Known to Me or Produced ID Contractor/Agent is Produced ID APPLICATION APPROVED BY: < - Special Conditions: Date Personally Knomm to Me or Date: S' - -i " 3 D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # - SUBDIVISION: BAKERS CROSSING ADDRESS -:::G - c—kczcL-6 5N( Wl 32 C' 1f5Cl/ST V BUILDING APPLICATION V/ POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT L ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEX CONTRACT DrWe, l.dleRrm i- J CITY OF SANF4 BUILDINGDINDIVISION BUII- DING PERMIT SUBy1ITTAL REQU MENTS 1. Two (2) recent boundary and building location surveys showing setbacks fromallstructurestopropertylinesforpermitforstructures (not fences) 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: or fill bearin a ) ter replaccmentg Nails. Provide side view details Foundation plan indicating fo( of these footers with r b. Floor plan indicating Interior -%vall partitions and room identification, roomdimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. NotetheStateofFloridarequirementsfor bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floorelevationheightasperCityEngineeringDepartmentorsubdivision plat. o d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components of wall section. e, Framing plan for floor joists where conventionally framed. Plan to indicatespan, size and specles of materials to be used. Engineeredtrussplanwithdetailsofbracing. Engineered beams for spacing openings to carry and support trusses. 9. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footagcs: _:S.F. Garages/ Carports S.F. Porch( s)/Entry(s) U. S.F. Patio( s) . i S.F. Conditioned structure . S k, Total ( Gross Area) " A-97) 3. Three (3) sets of completed Florida Energy Code Forms (Form 600 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on hill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNEWBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not 'be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintcl- tic beams - columns- cells 6. Rough electrical 7. Rough mechanical S. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14, Building final 15. Other 1 4= L" DATE SIGNATURE By Owner or Auttiorizcd A nt) I hearby name and a Limited Power Of Attorney oint: Craig Coulton and each agent's of D.R. Horton Inc. _ S05EP 'b S`TEFA-ZZ To be my lawful attorney in fact to act for rie and ply The Building Dept. of: C j Qs r, For a residential permit for work to be performed at: Lot # : l--, C, - Subdivision CYa55 h( Address: %, bq- GIQ U-L— IcL 3'--4 -1-':13 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instru ent as acknowledged before me this: Date: L 2-q . By: Richard B. Ladd ( Contractor ) Who is personally VnowX to me. State of Florid County of Ora OFFICI 1TRYS L PATRICIA COULTON NOTARY PUBLIC Si'ATE OF FI.ORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. ULY 26,2006 Notary Public Signature INotary Seal l Ap1cX PEST COThTRO- Sentricon* Colony Elimination System Pretreatment Plan Agreement Datc of Install : Contract Number PIiCI-iASERS NAME AIIND ADDRESS Name Address City/State/Zip Phone & Emni Sezrtricm, Quarterly Payment Amount c,^`'•r ' First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/zip PhonelI& Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: xT DA1N,IAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will arrant the structure(s) against subterranean termite &.mage. 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 S1,000,000. 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 STA"ED ON EITHER SIDE OF THE AGREEMENT SHALL GO«F,1Jy THE RELATIONSHIP OF THE PARTIES. "1 Ape,, Representative Signature Date `vCustomer 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: I . 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 bait and. remove it from the Stations as appropriate; and 4. during those years, inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of R.ecrult* termite balt; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company wilt extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIMJ: of the IdentifIcd property subject to the terms and conditions of this agreement for `° :+a ;: er quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the 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 iren(s) baited. At no time will damage caused to <<ny 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 nny of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLL"DING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTTES OF M.ERCHAINTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY. Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, p'.initive, liquidated, treble, or special damages If any kind, and in noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. I ands and Agrees at lt Is the responsibility f All SENSITIVITY/PHYSICAL FACTORS: Customer to consult a Fhysiclan lf(necessary regarding Anyoaffecta the Property treatment ing Any -allergy orouests, and/or other temporary or permanent ofoccupants days ma• have and (2)it Is their responsibility csn'rt io ApilnIllness, orwriting other ccndition thatvmay)be actvalted ortexacerbat d by tatment dheproductsandorsensitivity concerning odors, dust, pollen, respiratory techniques utilized by Apex. GENER..\ L TERMS AND CONDITIONS By r understands that the general terms and conditions are hereby made part of this contract an specificreferencehereto, the Custome apple Nsnents exception.The I DOWELANCO OWNER$Com Oon (Components) are la andremaln4to property of DowElan ou The Customer stomer undethassnohrightsito anyofthe C the Components, n ' System ( p Components, andthePurchasermaynot alter, remove, or modify the components In any way, other than the right to the r use as installed byApexontheCustomer's premises under this agreement. On expiration or termination smomer sremisestheeement, Apex And Stations and other Componneo or Its nents contained therein for appropriate disposition. retrieve to retrieve from the Cu p 3 If Apex, for whatever reason, ceases to represent or to be aw:horized to represent, the Sentrlcon* System a. r using Apex will: null notify ethe Customer; (2) offer l tlonshl ( note, Conventional Customer "liquid barrier" methes of od eof termite control mft different oay notrm of offernnreffective or discontinuing the P( fer A different means of controlling certain termite infestations of certain structures. In such event Apex if the Cusomelr And fApex (Parties) form of termite protection, and therefore may have to discontinue the relationship.)-, ( ) lye the Customerdiscontinuettherelatlonship,ermite notglf Apex cannot offer an effective different form of termite protcredit for service paidforbutnotyetection, agree on useofadifferentformoftheCustomerelects to refund to theCustomeranamountequal to the fee paid for services not yet received, and;.(S)retrleve, or advise DowEtanco'or Its representatives where to retrieve, the Components from the Customer's premises; and the b, the Customer ts; an(dl)( Ie tApex re with Apex on theo or n use of representative different forrm ofeAccess to the termite control or ises lect retrieval of the Components, , ( ) relationship. ADDITIONS AND/OR ALTERATIONSThisAgreementcoversthe Structure(s) identified herein as of the date of the Initial installation. Prlor to; (1)the Structure(s) being structurally modifled, altered, or otherwise changed or; (2) to any termit(clde 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 supplies occurs, the Customer willImmediatelynotifyApexInwriting. Fallure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO 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 Nvork isperformedexceptthosedamagesresultingfromg:-oss negligence on the part of Apex. AYi%lENT/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. ENUE/SEVERABILITY. Venue foranyandall legal proceedings shall be in Brevard County, Florida. If any part of this Agreement is held to be invalidorunenforceableforanyreason, the rem aini•ig terms and conditions of this Agreement shall remain In fall force and effect. CHANGE IN LAW. In the event of a change In applicable law as it pertains to the services promised herein, Apex reserved the right, to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or mnteriAls, sttikes, 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)tcrmite damage resulting from water leakage; (2)tcrmite damage resulting from masonry failure or grade alterations; 3)termlte 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 Arbitration 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 of(lces of Apex or Its designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators rvlil be flnal and conclusive, and binding on both parties. Custome•- agrees that any such Arbitration shall be conducted on an individual basis, and not It class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties 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 instailntlon, terminate this Agreement and be relieved of any liability 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 Offlce. Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the Identified Properrfor any purpose contemplated by this Agreement, Including but not limited to re -inspection, whether the Inspection Nvas requested by the Customer or considerednecessarybyApex. LIMITED ASSIGNABILITY. This 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 :isslgn this Agreement with a LSU OD transfer fee payable to Apex within 30 thirn) days of the transferofthetreatedProperty. Trademark of DowElanco Brevard Area Orlando Area Tampa/ Sarasota Area 508 S Plumosa St: 700E Stapoint Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407.858- 0540 813.221-2847 800-929-2847 388-764- 2847 877-459-2847 CITY OF SANFOP-D P.O. Box 2847 SANFORD, FL 32772 PI I(.)i'JI: ll (407) 330-5630 APPLICATION FOR U"I'll,l'I'Y SI?I2V1CI. A(:('i II jN l ( I.. UI,l. NAME) FAX // (407) 328-7367 SI:IZvI('I•: ADDRESS Q4 GL i(.1. Gt'TzGI E Sd.VF02Tj FL. 3 3 I'UIZN ON DATE SINGLE FANgLY RESIDENCE MULTI -FAMILY RESIDENCE C) COMMERCIAL tt La WORK 4-D4- 8G -rj l O i SOCIAL_ SECURITY/t Q-A, HOME#I N-R OWNER OF PROPERTY Q-.C. } 4prf-j)QSrc 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 MUSTPROVIDEPROPERIDENTIFICATIONANDANYOUTSTANDINGCHARGESMUSTBEPAIDATTHETIME WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAYALLOUTSTANDINGCHARGES. I AM ALSO RESPONSIBLE FOR MAKING SURE THAT ALL FAUCETS ARE TURNED OFFIN11-IL= HOME BEFORE THE SERVICE IS ESTABLISHED. THE CITY IS NOT LIABLEFORDAMAGESCAUSEDBYWATER. FAUCETS nR nl ITS i rc i i-i- i rim I UNDERSTA T AT NO . -PAYMENT OF MY ACCOUNT WILL STOP SERVIC SIGNED; DATE DEPOSIT AMOUNT APPLICATION FEE OTHE-R FEES TOTAI- DO NOT WRITE BELOW THIS LINE 5' CUSTOMER# LOCATION# _ LAST BILL READ THIS READ CSR OATI_ CUU>|(Y U[ S[MIHUi[ ISSuil) ly/ <;ITY U[ Al'AT[MEhT KLMEE8 103-75480 DATE: Y'UIiDlH./ M24] (CITY) COUNTY NUMBER: UXl7 ADCRESS: Thh[llC /UHLL _ _JU|ZlEX&l<0lUH: S[(*: TUP: RKG: PARCOL: G\DMIVlS10N: TRACT: PLAT P[OK: PLAT BOOK PAGE: BL[C%: NN[ ADDRESS: A|`PL[CAAT ------------------------------------------------------------'' AT DRESS: LAND UEE CA7C[ORY: 001 - Single Family Detached Hcxuuu 7Y1`[ US[L wei.iden\ia). NC8K DESCRIPTION: Single Family Hausa: Detached - Construct1mi l[ RENEFIT RATE FEE UNIT RATE PER (> Q TYPE T(]TA1. DU'-: TY['F DIST SCHEDULE DESC. UNIT op LQITS Uh S NZT[RlALS CO -WIDE 8 dwl unit $ 705.00 1 $ V05.00 NUAD'') COLLECTORS NORTH O dwl unit $ 142.00 1 ') 142.00 LTl R CO -WIDE O dwl unit 2 54.00 1 $ 51.00 C[OCLS CO -WIDE Q dwl unit $1,304.00 1 a l,3O4.O() AMOUNT DUE . 2,205.00 RC("LlV.'_:D BY: ell 4_ /SIGNATURE: DATL,c 7------------------'-' kDE TO RECEIVING SIEKATCRY/APPLlCANT: FAILURE TO NOTIFY DWi[R hHD NIX8&. [lH!":LY PAYMENT MAY RESULT IN YOUR LIABIiJTY FUR THE FEE. |( DlSJRIPUTION: 1-COUNTY 3-CITY A|1`LICANN 4COUR[Y 1'1*:'k1',084; (MR[ ADVISED THAT THIS IS A STATEMENy OF FEES WHICH hk[ DwE AND PAYAPLE PRIOR TO ISEUANCE OF A R|]IL})I|<G |`FRY|I\'. P[kCUK:; ARL ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWAER, TO 'THE CA-CULATIUPS OF TFE ROAD, LIPPARY STS7[M hN0/\)D D\KC/i[lbi--!)L (0000L) IMPACT FLES IQST Da EK[KCISH0 BY FlLIXr'.) A WRI70N GEFLEST WITHIN 45 CALEKDOR DAYS L'F |;:\[IVlHO CI(KA[/XL DhT[ Aww, BUT NOT LATLR THA11 CURTIVICITE 07 011CUPAYCY [/ 0/1[OP/IY. IRE P[[L[ST FOR REVIEW MUST XEET T[E RCWJiPE./|-Um \)F m[ COUk,[Y LhH0 DLVLL8vMENT CODE. COPIES OF THE RU"[S G]VER;IUS Av(LAi!, i'!AY 0E PXCkfD [P, OR REC[FSTE8, FROM ?YE PLAN IK'L B17Al'I/U 0FF{C[: 1101 1152' |Ik3T EJROE7, SA^ljUJD, FLON1DA 32771; (4O7) 6S5-7?74. hY EXT 6 LD DE MADE TO: CITY OF 0AVFORD 1oJIi0iNS Di|'/((|i[||[ 300 PARK AV[}k>[ NT EE BY CKECK OR KONEY ORDER, AND wr!.iD MDFB=90: X[ (JAT[H[MT .N/|%iR AND CITY B]IL0IN8 PERNlT NJADEk AT THE T[' L[{7 OF ll|[ A017CE. 06011110 0Th'[[MIKT IS VA' -ID ONLY IN C013U]COUU WITH ISSUAYCE O.' A00:' FAMTLY BUILDIHG PERMIT VS 1101T>|S''> PLOT PLAN DESCRIPTION: A'. ARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH 29; THENCE RUN N00'25'30"E A DISTANCE OF 89.73 FEET; THENCE RUN S89'33'46"E A . DISTANCE OF 3.38 FEET; THENCE RUN N00'25'29"E A. DISTANCE OF 195.00 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 190.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89'33'46"E A DISTANCE OF 50.00 FEET; THENCE RUN S00'25'29"W A DISTANCE OF 115.72 FEET; THENCE RUN N89'17'34"W A DISTANCE OF 50.00 FEET; THENCE RUN N00'25'29"E A DISTANCE OF 115.48 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. , S89'33; 46"E 3.38' LOT 25 BAKERS CROSSING PLAT BOOK 60 PAGES 27-29 POINT OF BEGINNING BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: MINIMUM LOT WIDTH 50' D.R. HORTON LOT 7 CONTAINS 5780 SQUARE FEET t THIS STRUCTURE CONTAINS 2180 SQUARE FEET t TOTAL CONCRETE 519 SO. FT. t TOTAL SOD 3081 SO. FT. t 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN"Z;ON AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 7 AS BEING N89'33'46' W PER PLAT. FIELD DATE:) SCALE: 1" - 30 FEET APPROVED BY: WRM JOB NO. ASM40136 DRAWN BY: REVISED: r- ETES & BOUNDS 04/28/03 SOO I OT PI AN T1{-11-03 CKR PmOPOSED ROSE HILL PHASE II PLAT BOOK PAGE LOT 4 I LOT 5 hk -9a 00, NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. LOT 8 T _ - - 1" = 30' 1 GRAPHIC SCALE N89'17'34"W o 15 30 N1p 91" 50.001 NII PT 8.01'! _ 493.17_ __ N89'1'/34'W 5013 9CENTERLINE OF RIGHT- OF-WAY TRACT A UNNAMED ROADWAY 50' RIGHT OF WAY LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RIGHT OF WAY LINE POL PLC x PROPOSED ELEVATION POC J' PROPOSED DRAINAGE FLOW OR PDCONCRETE L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRC P) PER PLAT PT M) MEASURED TYP CALC) CALCULATED A/C FND FOUND CBW C/ W CONCRETE WALK RP 5/ W SIDEWALK R P CONCRETE PAD CS PB PLAT BOOK C PGS PAGES R/W NG NATURAL GRADE ORB SO. FT. SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 320 EAST SOUTH STREET. SUITE 180 ORLANDO. FLORIDA 32801- ( 407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETESLAB CHORD LENGTH RIGHT- OF-WAY OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5- t -03 r r r r, AM R. M SCATEL4JRSMI#14§2b 1 CAULK BETVCEN B.v. CONCRETE OR v000 BUCK t (BUCK VIDTH) ONE BY v000 BUCK BY OTHERS MASONRY OPENING MAS'Y. OPENING 6Y OTHERS / 5Y OiNCP' InSTaL6' 113N AICHCRONE9rvpOD7/l6' DI<. TAPCON CAULK BETVEEN I BUCK Br OTHERS v INDOV FLv4,E ^ / t WOOD BUCK. I 1_I/a• IN. a ° EMBE onENT SHIN AS RCO'D. RIGID VINYL I/A• (aax. GLAZING BEAD ( SEE NOTES) TYP.) INSTALLATION ANCHOF 3/16' DIA. TAPCON STUCCO J BY OTHERS SHIM AS REO'D. 1/4• MAX. GLASS PERIMETER < SEC NOTES) (TYP.x1EE NOTES) CAULK BY OTHERS FLANGE TTPE FLANGE TYPE vINDOv FRANC VINDOV FRAME JAMB CAULK BETVEEN HEADER vINDOv FLANGE PERIMETER RIGID VIM YL t V OD BUCK. CAULK GLAZING BEAD BY OTHERSTYP.) DOv GLASSTTP.) (SEE NOTES) V.V. v INDOV VIDTH) IGHT) E.M. BUCK CAULK BETVEEN HEIGHT) VOOD BUCK t CAULK 6ETVEEN VINDOW MAS'Y..OPEMING FLANGE t PRECAST SILL BY OTHERS v/ VULKEM 116 ADHESIVE CAULK. OR APRV'D. EOL. SECTION B—Up FLANGE TYPE PERIMETER vINOO•J FRAME CAULK SELL BY OTHERS 1 f f f/ 1 f( f W.W. - 1• ECAST SILL — a c C BY OTHERS AB I NOTES• SECTION9P.-A [ 1) SHIM AS RE(3'0. AT EACH. INSTALLATION ANCHOR, MAX ALLOw*LE •Y Ev SMIM E - STACK TO BE 1/a . I n 1 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 31 INSTALLATION ANCHOR MUST EE OF SUFFICIENT LTH. TO AC-17VE MIN. EMBEDMENT OF 7-1/A- INTO MASONRY OR CONCRETE A) USE SILICONA2ED ACRYLIC CAULK BEHIND WINDOW FLANGE A" r.EA0 / Y D O [+ 1. JAMES. SILL MUST EE ATTACHED TO THE SU3STRATE W1 i.. VULKEM 116 ADHESIVE CAUL:( OR APPROVED EpU<L. Q5) USE SILICONI2EO ACRYLIC CAULK FOR PERIMETER SEAL ARCL'NG \,/,H ExtSR:i,R OF wlNpOw FLANGE. r 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR. CART, US. I 1-7 ANCHOF. C•JANTITY USTEL' WITH NEAT LARGE= SIZE. FOP. T-- C-7 APPROz tA;E DESIGN PFESSURE FEO'E' // (•a ;` ' 7) GLASS THICKNESS MAY vAP.'( PER T-E r.-OUIF.EMENTJ Or AST.0 E1300 GLASS CHARTS 8) LETTER CrSIGN(ATIONS ON THE :}PEON Lpr•TICr+ E:ARi I)IDII%-. ' ' I 1% WHERE TA=CON ANCHORS Ap- TO 3E INSTAL'--') WHEN uc•N; EXTERIO= .L^/ATK)N AS A KEY , Gn 9) ALL FACT:=Y APPLIED TOLES NOT Gi_S,O,,A!EO i0R TA=CC'N I f A.vCHOF SHpuLG EE FIV..7 WITH /? Sr RCA': C. . .- I -- J3 4 TO aRw:E. MIN. S/E IN EMEEJu.7d INTO WOLV3 EuCK_ 1O) FLORID• .x TRUOE%.S 15:0 cFl.i SnG:-_ -UM•C IS SHrJ'••a :rIS PAIN^ _iC :: PIES T:-_ n i 0 IliSE.. -SA S:NG_M1 -UNGE _ 1 \J r I I,fi T E - IN I-I/A' MIN ENa. OMCNI D S luc CO Br THERS v O 0 CONCRETE OR M<SOMST OPENING By OTHERS TAPCON LOCATION CHART CALL SLICE: 1LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30A1J TO AOFlr Ics: TO 7OPSF 30Pu TO 4011 a1AV 70 70asr 12 Ia ./a + 25 e e F,c F.G 13 m I/a x D 3/6 6 6 F,c F.G is Ia 1/5+ a9 51/1. e B F.G F.G 145 Ia 1/a 8 11r.c F.c 15 a 1/a x 61 6 e F.c F.c 16 111 1/8 A 71 8 B f,c F.O1(1 17 la 1 a x e3 r FG r.GJ.K IH2 25 1/2 A 25 B e c 1)( 3 25 1/I x 37 3/e e e F.G F.c IHA 25 1/2 A 49 5/a B e F.G F,C.HJ 1H45 25 1/2 A 55 1/. 8 B F,c F.GJU EMS 25 1/2 a b2 B B F.G r,G!:l 1H6 25 1/2 x 71 8 B F.0 F,GHJ IH7 25 1/2 x 83 8 B F.G,J,K 30 I/2 . 25 29 1/7 x 25 e 30 I/2 • 3a 3/a 29 I/2 37 3/8 B B F.c F.c 30 ./ 2 . 50 5/e 29 1/2 X 49 1/8 a B F.c F.GJ(J 30 1/2 56 1/4 29 1/7 A 51 1/4 6 fi F.G F,G,HJ J I/2 63 79 I/2 A 62 B 6 F.c F.G.MJ 30 1/2 72 29 1/2 . ]I a 6 r.G,HJ F.G.HJ 30 1 2 as 29 1/2 x a3 e B F,c.J K F,GJ.K 36 x 21 23 36 a 37 J/b a a F,c f,G 2' 36 x .9 5/a B e r.c C.HJ 2+ 5 36 [ 53 1/. e e F,G F.G. I 25 36 x 61 6 B F.C.M F,CH1 26 36 X 11 B D f.GHJ O.E.F,OH,1 27 36 a 83 B D F,G.J,K F.c.MJ,1.K 2 at x 25 e1.6 a1 X 3/a a1 + 11 3/e B B F.G F,G HI s0 5/6 I + a9 5/1 8 9 F,c f,G,n1 a2 56 1/a a1 x 1/a 8 E F.C.M. G.MJ F,H, t a263i5a167BBFG,H1 O.E,r.c a2 . 72 I x 71 B B F.GH,I D,E,F,GH1 A2 Ba al A 63 9 a F.G.J.K F.GHI,J.K 0 r as 261x25a . X 3/5 7 . 37 3/2 n 0 F-c F,GG H.. 7 . •5 e f F,G f,QHI 56 /• a A7 . A. 0 r.cHJ f.c.HJ 53 a7 ; s 62 8 A,C r.cH.l O.E.F.GHJ as 72 a7 + n E IC F,G.MJ D.E.F.GH.I A _ 7 . 9) P f- F K D F M I 32 5: 1/ 3 x 25 a i,G 33 52 I/ e r•c F,G.H . 3a C 52 1/ 5 . 9 5/a A.0 f,GH I F.G.M., 3+5 52 1/a + 55 1/. D A. F.G;(,. O.E.F.GH.1 35 52 1/ 3 [ 11 E A,C F. O.E.F.GN.1 36 51 I/! [ 11 a Zc' F.G.H(.I O.E.F.G H.l 37 51 I/ 5 [ 63 C rcJ.Y. O.Ef.GJ.!.J'. 3; S"-- NOT 11-IL-EL. u+ 1000 CF 1.00 SE=IEi FLORIDA EXTRL DERS' s NFO D. FLOPIDA11 I TITLE. ! NSiA-i.r'N L_\iD:iI _ 1, HUH MEATnING IT OTHERS CAULK BEHIND FIN TVD By BUILD DOVH BY OTHERS NOTES - INSTALLATIONB SHIM AS REO'D. 1) SHIu AS REO'D. ADJACENT TO EACH IN$TALUiION ANCHOR WITH LOAD BEARING NOR SCRCV (TTPJ (SEE NOTES) $H:M. MAX. ALLOWABLE SHIu STACK TO BE 1/4 2) WINDOW FRAME MAMMAL: ALUMINUM ALLOY 6063. I/(' IIA; 3) USE SILCONQED ACRYLIC CAULK BEHIND WINDOW FIN At HEAD. SILL k JAMBS. yDK SPACE a) USE $1LICONIZEO ACRYLIC CAULK FOR PERwETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) GLASS THICKNESS LAI VARY PER THE REQUIREMENTS OF A$Tu OuAL CLASS CHARTS. SINGLE lZnZwG IS SHOWN" INSULATING GLASS 1$ ALSO OUAL61E0. 6) SCREW ANCHORS AT HEAD. SILL k JAMBS SHOULD BE IS SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE /B EXTERIOR FINISH SCREW ANCHORS 6" FROM CORNERS AND 24" O.C. MAX. Of OTHERS 7) BUILD DOWN AROuNO C'URWED PRTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIMETER CAULK B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO By OTHERS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES h. 2000 SERIES. 9) ELEVATIOMS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN FRAME MEADCR CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. h 20DO SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. GLAZING ( TYP. SEE NOTES) r11HDOv CITMT CXTERIOR WINDOW WIDTH I A PERIMETER CAULK FIN FRAME SILL BY OTHERS SHIM AS REO'D. SEC NOT ww)Ow I HEIGHT B B L z^ I s>eTi EXIERIDR FINISH BY O1HC P.S II 1 A B INSTAL wCLA7i0N it l'\ ) _ EXTERIOR LEVATION F. H; NG HOR SCRE, ( TIP) I 3I VD 3T r OTHERS, rL. [• Br OTHERS i .. Lu'- j,, :J. `J• CK9fD(HI_ 2002 W 4 lb 1 14I •B INSTALLATIOr+ yllM SVAC[ ANCHOR SCRCV (TTP.) 0 BY FRAMING SHIM AS REO' D. Tv BY OTHERS SEC ST) JEAULKBEHIND flr+ FIN FRAME JAMB 1 I GLAZING cirP. SCE NOTES) i' XTK EKBCK. 1 SHEATHING BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS v. Amv WIDTH V.CRIHETCR CAULK BY OTHERS SECTION B-B A --J EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL. INC SANFORD. FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED w! r,IDOw 1000, 1750, & 2000 SER!ES DRAWN BY: B B APPROVED BY: DATE:02/14/ 02 CSCALE PJTS DWG: FLEX0037 lot ONE BY BUCK BY OTHERS CAULK BEIVEEN FLANGE SHCAT ING Dv PLYVOOD (TYPJ BY OTHERS CXTCRIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS VINDOV FRANC HEAD W000WMEOW EXTERIOR vtmm%/ FRAME - SILL PERIMETER CAULK BY DINERS EXTERIOR FINISH BY OTHERS \ INSTALLATION ANCHOR 10 SCRCV 1-3/8• MIN. FuSEDuENT BUCK VIDTH - MAX, SHIM SPACE BUILD DOVN BY OTHERS ALSO APPLIES N T TvO BY FRAMING I TO SILL) 1yuu AS REO'D. AT EACH INSTALLATION ANCHOR wITH LOAD BURINC SHw. INA)(. By OTHERS ALLOWABLE SHIM STACK TO BE t/A". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1-3/8• Lm 3) TAPCON 04STALLATION ANCHORS AT SILL MUST BE Of SUFFICIENT LTH. TO ACHIEVE SHIM AS REO'D EMBEDMENT WN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. /10 WSTALLATWN ' SEC NOTES) SCREWS AT HEAD & JAM8S MUST BE OF SUFFICIENT LENCT14 TO ACHIEVE 1-3/8- MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOuIRED. INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 tN. FROM CORNERS & 24 W. O.C. MAIL - ., .....:.... .. VINDOV FRAME.. A) USE SUCONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD. SELL•& JAAm. JNU(B_.• •?, i;: :. .. = y"'-; 5) USE SE.ICONIZCD ALRTL)C CM" FOR PERIMETER SEAL AROUND EXTERIOR OF. , WIDOW FLAMM. •- GLAZING (iTP A• MAX. 6) GLASS THICKNESS MAY VARY PER THE REOUIRCMENTS OF ASTN El 300 CLASS P SEE NOTCS) - f' } N` • SHIM SPACE CHARTS. SO4CLE GLAZING IS SHHOwK WSULATING GLASS 5 ALSO OUAIXED. K 7) BUILD DOWN AROUND CURVED PORTION OF w1NOOw FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADCOUATELY TRANSFER LOAD FROM WINDOW TO THE STRICTURE. 8) FLORIDA EXTRUDERS 1000 SERFS DESIGNER WINDOW SHOWN. TNK PRIM LSOA _ APPLES TO FLORIN EXTRUDERS 1750 SERIES & 2000 SERIES. ' 9) ELEVA110NS SHOW COM((ON CONFIGURATIONS. IT IS NOT CNTENOEO TO UMIT USC OF SHIM AS L"D THIS PRODUCT TO THESE TWO CONFIGURATIONS, THIS SHEET APPLIES TO ALL PERIMETER CAULK CONFKXIRATK)NS THAT CAN BE MANUFACTURED FROM THE 1000. 1750• & 2000 BY OTHERS SEE NOTES) SERIES DESIGNER FIXED WINDOW FRAMWG SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE VINDOV VIDTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING (TYP. SEE NOTES) SHIM AS REO'D SEE NOTES) BUCKHEIGHT L 1/.- -Ax SHIM SPACE A EXTERIOR ELEVATION wIT SECTION B-B WINDOW WIDTH, ArT/ A _J EXTERIOR ELEVATION CAULK BCTvEEN TVO BY BUCK .•. t .CCNCRETC BY OTHERS INSTALLATION ANCHOR ,. ILO SCREVAi CXTERIOR FINISH BY OTHERS CAULK BETVEEN J v VINDOv FLANGE d Q ttoNEBYwco INTERNATIONAL, INCBLOCK I-1/` .INC»N' RAL Fi.ORID Y. -•-'• % FLORIDA EXTRUDERS SANFORD, FLORIDAEM3E0uEN1 g m /vVCAULKLCKLWA\ 1.1E A MUR NAM: VCOD BUCK l K YII 1 nASONRY OPENING ONE By VOOD — CC" 11 11 TITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVNBYOTHERSBUCKBrOTHERS ;._ I , r' An YX Tom., N T . DESIGNER FIXED VINDOV 1000, 1750, a 2000 SERIES CONCRETE 0R SFC T ION A —A ' 1 r, ,; ., DRAWN BY: BB APPROVED BY: IN;TALLci1=%: ANCaDP Br OTHC S DATE:02/12/02 I SCALE: "ITS DWG.: FLEX0036 4 dE' q MIH AS RE"0'D INSTALLATION ANCHOR SHEATHING SEE NOTES) = 8 SCREV By OTHERS CAULK EETVEEN DOOR FLANGE O Vppp BYLSHEATHINGBY OTHERS I1111'v I livl OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS o 1,9,4 rrP W9QZ5 _ ... SLIDING GLASS DOOR FRAME SILL 6 1/4' MAX. SHIM SPACE 1-1/8" MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYPJ DOOR HEIGHT D DOOR VIDTH /4- MAX. ] YY -1L TVD By VOOD I 1-1/8 MIN. BY OTHERS EMBEDMENT SLIDING GLASS p00)? FRAME DAME TEMPERED GLASS T YP.) PERIMETER CAULK BY OTHERS SECTION B-B EXTEP,IOR ELFyATIO D C MEN: 1-1/4' MIN. 2 FANEL DCOo S:yO':N Q A LI / ` •• D D LIBERALLY AP LT f CAULKINC- UNDER SILL OF. SET SILL IN DEL—!NSTA1_L-'770N AWr'OR I IOFCONC2ETr3/I5' DI: iAiCpN S_C FE 1 201J2 SLIDING GLASS DOOR SHIM AS REO'D.HOOK STRIP SEE NOTES) INSTALLATION ANCHOR B8 SCREV CAULK BETVEEN DOOR FLANGE L SHEATHING IN;;ALLAf1UN ANCHUF 2 SCREV TVO BY vOOD BY OTHERS CAULK IETVEEN THOOK STRIP t SHEATHING 1-1/8- Mir. EMBEDMENT SHEATHING BY OTHERS .. SHEATHING BY OTHERS TEMPERED GLASS STUCCO TYP.) STUCCO DR SIDING OR SIDING By OTHERS BT THCRS SLIDING GLASS DOOR INTERLOCK HOOK STRIP DETAIL t::. IT DOOR r TERIAL- ALLPYIMl ALLOY 6460_ 21 .9 INSTALLAY [EH SCR"VS MJST SE Or SUrrICIENT LENGTH TO ACHIEVE Mira EMlCDHEHT OF 1-I/6' IHTO V000. TAPCON TYPE INSTALLATION +AGICRS AT SILL —%I 6E OF Sur, ICIENI LEYGTH TO KMIEVS NTH. E.MBCOYCHT Or 1-1/4' INTO MASONRY CR COKR TE. 31 INSTALLATION A.CHOR CHART OH BACK Or THIS SHEET. USC SILICOHI'ED ACRILIC Caul• BEHIND DOORILAHGC AY .[AO L JAH7:. S1 USE SILICOIIHO ACRILIC Cx FOR PERIHEr(R SEAL -0O 0 EYTEQIOR 7 OOOR. i 61 IF EYACI DOOR SITE IS HOT LISTED IN AACK P. CHART. USE .M .Eli OU•HTlrl LISTED VIT- MELT LARGER IIZE.: CR r.0 APPROPRIATE DCSIGM PRESSW." REO'0 7 1 FOR POCKET DOOR SITES USE CLMST BYPASS DOOR SITE L CIWIGURAf10H TO FDASICO PCN1+4 tl RACE INS IALLATIOr AHC.CRi. IH FRI.I OT .QO.: STRIP AS SHE— BI GLASS THICKNESS M VARY PER REWIRE HCHrS AS iM CI]00 GLAIS CHARTi 9r OOOR UNIT IS APPROVED VIING IEHPERCD CLASS IN SINGLE GLARED OP INSIAATIHG GLASS 101 J• HB / SILL CORNER: ARE IO BE SCALED VIT. A SHALL JOINr •UN SEAL"? 111 SHI. H A: REO'D + A SET Or IHSi ALI•(IO: AHC.CRS. +. ALLCVABLE S.IH SIACY III IC 1/1'. IL) ALL INSI+LLATIOI ANCHOPS MIST BE MAD( Or CSRRO;IONARCSi: tANr w1C?!AL: I)1 VAC+-E ..?RESENTS MOVLHC PAr[L •HD '0' RCPR";CNTS rIAE9 PAYQL APPROVED COA'IGUR• 116+: ARE A: L!Si"O OA A.CICR C-PT OH BACK Or THIS SHEEI 1.1 HOT ALL COWIGIR+71OH; LISTED ABOVE ARE S/JVN OM THl; DRAVING. HO•:"VSR IHSI•LLAIIOH N SECTION: . B-B' L 1C7c ;TRIP OCTAL +PP r YC IHSi ALL+TION Or ALL AGPROV O CW IGUPc 1IO+S. 151 FLORI DA EYTRVDE S 1000 SERIE: SLICING GLASS DOOR IS SHOVN. THIS PRIHi ALSO •PP_ICS IO L000 SERIES — 0 IN SERIES. P.EVI DESCRIPTION DATE IN I La T1 EXTRUDER' S A INT. INC. SANFORD : I_ TITLE. SILIDING CLASS DOOR iNSTALLATIEN WITH PS SCREWS I DR;.WN BY:23 APPROVED BY: j D. ATE !2/!7/Oi SCALE: Ni: jD`•YG 1 ILL <T.r.. f !/E lUE ^MULLION SEA' FNT 6ETVEEI VI`ae'.' FLANGES L r4.JLLION SEALANT BETVEFI;' JINDO`% FS-ANGES U `-ye x 3/4 SELF TAPPLSG ShS HEAD (1YF.) SEALANT E_WEEN VIN-.OV FLANGES SECTIGN A -A 111 L MULLION nGG F.V./D--SIGNER SILL (rrP.) I o X 3/4 SELF TA:'7=thu SMS f- I x c 7/15 x 1/611T'JBE' MULLION ALAr;: EET`:EE7 V!NvV FLANGES L NIIL'_ION C 'r 1/4 S:LF tCY S.ti. TA?PING.Sms HEAD (TY?J SEALcNi SETVEEu _'TI:v;J C.-A (3) Nmv L K,LL FLAN<=S V _ L MLLL I7N r S_C' F.4'./!'E;i'riMEK cr AL4N! _ETVEEM rLANGES 1 _ S kLLli'N i Aaair•ti SMS X Ve I TAFFING SMS x : x i TUSE M'vL1_i= TY?iCAL MULL!ON TO C5NCrcic P JA1/° L°PLIES TO :iO_ WHERE X 4' 2' X 4' T1.18= MULLIONS USEC; CONCRETE CR MASNR'. — EY ONE :Y WOO' ELCx OIN`_R`, J CENTRAL FLORMA B. O. A.. F. TAPPING SMS x 3/4 SELF TA IMAM 1 ACT R NAhFE: r:_AD (YYP.) L LA fX'> UQFP SECTION'A-A (,2 r4ASTR F ( F r- laca %.v./D SIGr+ER I SILL (TYP.) ke X 3/4 SELL Inn.? P.Y./D_S!G'iER TAPPING SMS""" I X E 7/15 X 3/E ' S!LL (TYPJ MUL'_iDN / _ c x o<< SELF APPIN3 SMS SEALANT BET EEN I!17ry FLPNi_c - S 4 SCI_F lOCC TA;;PIr7G SMS HEAD V' r Yr.) Sj-,PQN- A -A. 4` r-lCCO F.':./DESIGNEP j S:LL (TYP.) i —4z x 3/4 P,NG SMS ' x 4x 3 J 5 x 4 x 3/8 TUBE Mli_L:J i:j TA•__Lii`i i•\.'..-gin 3/.5' 1:[. TAPCC,N SC<E`J AN.CNCP :T''=.) EsTERN.-'L MULLION INSTALL4i1-7: CLI? 1 i I I Q r I cN=EE-i-.•LNT a: 5 --1 j •,. AX 1v- I I III I I I ViEr'EC FROtI cXeC'=1GR 1 FLORIDA EXTRUDERS ``SAIFOR`DiU eORIDA ITITLE: C'_ 1 _;i. .7ri. - _v.N`_ - I '.r''ff -' 1P.; r 4: •.I 11 1 - I '_. r. _ . IJ y1 J. DRAWN' EY'i'iI — T AF?ROPED 9Y: 71dTc-:- _ Isr:.11.F.: D'RC.: i ••i t.l I x 2 x 3/e Jt}j2 :T r.i t X './= SELF TArriNG Sr!S SEALANT 6EiVUN JJIiV FLANGES L tr.TuJ74 x !-!/2 SvIr TAPPING SMS SECTION A -A 1 1 X 2 7/16 X t/E TUBE Y.ULitu` telo c:{ JAXE (TYFJ JAM (TYP.) XS X !/2 SE TAPPIMC: SMS SEALAT cc T:.-EN VINMV FLANGES L NLL.LICN S9 x 1-1/2 SELF TAPPING SMS S!yCTIQlN A —A fSll 1 X G X i/e TUBE M'_LLrrn,' i S=;- E K2 X I/2 S= TA.?FiNG StSS d7CllIDXG ' SFi(LA IT' ?ETVEEK 4iKn J :Ltiti-- S ' MULL I'i: L x 4 x 3/B SELFTAPPi1GX1: j TUB_ tiUL%_i7': TASHS SECTION A —A i2 i X _ 7/I6 X 3/E SCCD Sy. TUBE MUI_LIGN JAMB (TYP.) 06 X 1/2 SELF TAPPING SMS 16 LDHENT I \ iVSTALL ATICN ANCHOR 3/16' Lam. TAPCCN S'F.-V ASS-HrR (TY=: EXTERNAL MULLION t j INSTALLATION CLIP . jI i I?iCA MULLION TO CONCRETE C; HEAD r! ULLi n J 1 (APPLIESIITO HEAD & SILi.WHERE I" X 4' L 2 X 4 USE MULLIONS ARE USED) E U'! L -. IIQ gex. I/2 SELF I r-INSTALl.ATIO): A:V7?3R TAF-if: G S:a^, II i t1 3/16' rIA. TA%CCN SCREV AI, C:.%IR :TYF.) I j SILL CLIP SELF,GWNUn- V FLANGES I SF_ 4LAST-cc=TV:Ei fB X :_!/2 Ta EEN TAFFIN LWO i , Q I !/— Ek3E3Hc4' ViR^G`. FLANGES 1 t NULL:.. C`; lnp, l e • _I a <<I _ 7) TAPPING SMS IETtIL Y: IIaRY GI=Tc S l,i :Ji• 1 .'—A 1 L! ° rY \7 t%G:TILON L r1%Z'S, -. _T: RE:...IR=u) Tti3E Niw Lir.N r—I Ed FLORIDA EXTRliDERSitrERNATIOKAL, INC U - SluvFORD, FLOR[D9 1 :TITLE" tiJ :: ~:;jam FLANGE jrErT 1 :]F r7r7 - - :npswN .... I APPROVED BY: = f. M (A M I'OADE PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 , Pittsburgh ,KS 66762 N1lAhlt-DADE COUNTY. FLORI METRO-DADE FLAGLER BUILDI 13UILDINC CODE COMPLIANCE OFF! METRO-DADE FLAGLER (IUILDI 140 wrin, FLAGLCit s-rtmrir, sUrn: 1 MIAMI, FLORIDA 33130-1 305) 375-2901 FAX (303) 375-2 OW11WICOR LICENSING s1?Cr 303) 373.2327 FAX (305) 375•: co,N*t'1t,wroit l:\I OItC:l:dlt:N'1' mvis 303) 373.2966 VAN (305) 375-: t,uo1)uc. r cotcrnot, t)wis 303) 375.2')02 VA.X (305) 372a Your application for Notice of Acceptance (NOA) of Lutergy 6-8 S-W/C Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miatni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended ror 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 I product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material inlmediat(:ly. BCCO reserves the right to revoke this approval, if i! determined by BCCO that this product or material fails to meet the requirements of the South Flor Buildin; Ccde. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2> EXPI RCS: 04/02/2006 IRnto icoanguez Chief Product Control Division THiS 1S THE COVCRSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENCR,\L CONDITIONS BUILDING CODE & PRODUCT REVIEW CONIN1ITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in ivliami-Dade County, Florida under the conditions forth above. APPROVED: 06/05/200 i Francisco 1. Quintana, R.A. Director h1ianti-Dade County Building Code; Compliance OfIie Premdor EntrYSystems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE- SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where thy: pressure requirements, ns determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-!V/E Insiving Glazed Double Residential Insulated Steel Doors , Sidelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-)?W-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prcoarec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.! This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Sin —le door units shall include all componcnts described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang"such that the angle between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit nild the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its componcnts shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection systcm (shutters): the installation of this unit will require a hurri, a;otcction 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.REQUIREtNIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Oflie:ial or the South Florida Building Co. SFBC) in order to properly evaluate the install;z6on of this system. M;inu l Pcrc2, P.E, Product Co C Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of . product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this aceeptar 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 proddet or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acccptancc as xvcll as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP"'ANCE Manu Pcrcz, P.E.; Product Con( r ram Produ 'ntrol Division Glazed Unit<5 COP-WL-MAOI OO.02 FIBERGLASS DOORS 6'8" Height — Inswing ArrangementSingles, X 2'0" 1 1, COP-WL-MA0141-02 t 02-0419.08 Application Filed) I• Rating 52.0 Impact Rated NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed rangementI X0, OX, OXO I j I I 1 2'8" + 1'0" 1 1 COP-WL-MA0143-02 t.l t 02-0419.08 Application Filed) t• 1 52.0 NO 2'8" + 1'2" 2'10" + IT 2'10" + 1'2" 3'0" + VT 3'0" + 1'2" 1'0" + 2'8" + 1'B" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO I 1'0" + 2' 10" + 17 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0' 1'G" - 3'0" + 1'0" 17' + 2'10" + 1'2" 17' + 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-MA0142-02 02-0419.08 Application Filed) 52.0 NO I t 2'8" + 2'8" 2'1C" - 2'10" 3'0" + 3'0" 2'6" + 2'8- + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8' 2'10" + 210' + 2'10" + 2'10' 3'0" + 37 + 3'0" + 3'0" Notes: i. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from itle Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International webslte (w.-m.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design t: geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local building codes specify the edition required. Masonite International structural, cyclic, air, water, forced entrylor:mpact testing Is done In accordance with Miami -Dade BCCO protocol PA201, n U Oakc aff ARk EW 1 `IIIF.hf.1.At\.. n'1'X Y'IIC.n"f Ib..r..vMlMll,"lw", Dea. U„Mn, n o.. a.r o..r. w R9 !M7 Om mnnno.eg0 Q'=of o.z"nm,o o,cnum rov is wta'06--"s, dtspn and poadcl Masonite international Corporation 0111n-.0" 11. lb'rle w„1ow'61'M Glazed Units X X0, OX, OXO XX, OXX0 COP-WL-MAOIDO.02 FIBERGLASS DOORS 6'8" Height — Outswing TV 2'6" _ 02-0418.03 TV CI)P-WL-MA0161.02 (Application Filed) 55.0 NO 2' 10" 3'0" 3'6" Not Listed Not Listed — — 2'8" + 'IT OCIP-WL-MA0163.02 02-0418.03 Application Filed) 55.0 NO L 2 1-0' + 1'0" I 2'10" + IT' 3.C.. _ 1.0" 37 + 17" -- 17 + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO IT+2'10"+1'0" 17'+2'8"+17' l'0" + 2'8" + 1'0" l'0" + TO" + 1'0" t'2" + 2'10" + IT" 1'2" + 3'0" + 1'2" 2'6" r 2'6" _ 2'6" 2'8" + 2'8" + 2'e" 2' 1 C" + 2' 10" + 2' 1 C" j 3'0" + 3'0" + 3'0" r- 2'8" + 2'8" COI'-WL-MAO162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6 + 2'8" + 2'6" + 2'6" COF'-WL-MAO165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'l0" + 2'10' + 2'10" + 2'10" 1 TO" + 3'0" + 3'0" + 3'0" Notes: 1. Cccr arrangements using fewer panels than win! is shov:i in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite In!arnstional websile (www.masoiile.com) or from the technical center. 3. Installation instructions are available from the Masonite Internalional websile (ivww.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCF 7 (Minimum design loads (or buildings and other struclures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade 8CCO protocol PA2O1, PA2O2 & PA2O3. ak i Gift AR)W"' ON CGeUf,o D,oQ,AM of Droe, .nlo,o'iMle-4 makes uttaliQ4ons. onion ma Dmi'Ll Masonite I n t e f n a t i O n a l C O r p O f d t 1 0 !. dm;d;ein, to chino,'itEgpt Noce. Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Inswing 3301Singles1 X 2'0" 1 I COP-WL-MA0146-02 1' , 02-0423.01 Application Filed) 40.0 1 1 NO 2'6" 2'8" 2'10" — 3'0" 3'6' Not Listed Not Listed Arrangement1 1 X3. ox, CX0 2'8" + 1'0" Ala.--, 1 COP-WL-MA0148-02 02.0423.01 Application Filed) OP Rating 40.0 ImpactRated NO t 2'8" + 17' 2'10" + IT" 2'10" + 1'2" I 37 + 1'2' 1'C" C4'-WL-MA0149.02 02.0423.01 Application Filed) 40.0 NO t 2'l0" + 1'0" — 1'2' + 2'8" + 17' 1'0" + 2'8" + IT — 1'0" + 3'0" + 1'0" 1'2" +2'10" + 1'2" 17' + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" 3'%" + s'0" r 3'0" XX, OXXO TV 2'8" COl'-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO TV + 2.8" 2'10" + 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: Door arrangements usil;g fewer panels ti;ar. what is s}gown in the above chart also comply under the product approvals shown. 2. Assembly detzi!:; are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. IrsWla:ion ins!reclions are available from the ia;zsoni;e Intervicnal website (www.masonile.com) or from the technical center. 4. Actuz: e_sicn pressure requitement for a speci•.ic cuilding design & geographic location is determined by ASCE 7 (Minimum design loads for buhdings and other structures). National, state or 19cal euilaing codes specify the edition required. 5. Masonile International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade BCCO protocol PA2.01, PA202 & PA203. 13 Oak raf'f EK" 1'to"t Masonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing X SinglesArrangement 2'0" COP-WL-MA0166-02 R. r 02-0423.03 Application Filed) 47.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed 1Multiples1 X0. OX, OXO 2'8" + 1'0" COf'-WL-MA0168-02 MR V7, 2 02-0423.03 Application Filed) 0 r• , 47.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 37 + 1'2" 1'0" + 2'8" + 1'0" COF-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'D" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP•WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP• WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & 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. S. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oakcraff AR EK" T f:N'—Y OONh r+.+T<.e..<i.rC„u [rvT Daw. CC,,'' o.. Apr1 79. 7001 aw<om Vwo0-01woaua+wo< MmknsOKd";Ons.&sign ndw00uC1 Masonite international Corporation Cold 1.0.101G CWnQ, ..IhW W4t Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing r'Singlesr X 2'0" r r C(1P WL MA0101-02 I. r 01-1031.01 r 76.0 r. NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed rMultiplesr X0, OX, OXO 2'8" + "IT" r r1 COP-WL-MA0103-02 Miaml-Bade BCCO 02-0109.10 Application Filed) DP Rating 55.0 umun• r NO 2'8" + 1'2" 2'10" + 1'0" 210" + 17 TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" C013-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 17 17' + 2'8" + 1'2" 1'0" + 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, OXXO 2'8" + 2'8" COF'-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + TO" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International web!;ite (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. Oak raff t. r. AR EK'" 1. 1NY,r)OO.5 bra o.. om n— pn Con4n mp prpgram of pptfu[I mOrO.emMt mYtl Tptcrlrplgnf. Ottpn and Maaun Masonite International Corporation W'Y .' ro CnaMt "rrrW M ., Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing 1'Singles1 X EftPriEW1 I 2'0" 2.6" 2'8" COP-WL-MA0121-02 2'10" 3'0" 11• • 1 01-1031.02 1• • 1 76.0 1 1 NO 3'6" Not Listed Not Listed X0.OX. OXO Multiples1 2'8" + 1'0" I 1 COP-WL-MA0123-02 I. 1• I 02-0109.09 Application Filed) 1• • 1 55.0 1. 1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + IT 1'0" + 3'0" + 17 1'2" + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + TV 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-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0akcraff AR 0 EK" "T hIMFNG1.At( F:NI'N Y'DOOIft b+r••1"1.+.f 0•.. / / iQRF b1...ve. .J n • AWd29. 2002Masonite International Corporation OW CWtd % V yoV= of olodW irnWovemem metn SWd4)Ii00S. desOn and orodml oeud %'Dl a 10 Chanot «BOON notice. Opaque Units COP-WL-MA0100.02. -; FIBERGLASS DOORS 8'0" Height — Inswing COP-WL-MA0106-02 02-0109.08 Application Filed) 70.0 NOX 2'0" 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangemenl X0, OX, OXO Multiples (width) 2'8" + 17 Masdnite International COP-WL-MA0108-02 tMiami-Dade— 02-0109.08 Application Filed) UP R,. 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 210" + 1'2" 3'0" + 17 3'0" + 17 IT" + 2'8" + 'IT COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1.2" IT + 2'8" + 1'0" 1'D" + 3'0" + 17 17 + 2'10" + 1'2" 1'2" + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 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" + TO" 2'6" + 2'8" + 2'6" + 2'6" COO•WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & 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. fIMI!Mfl. A.lt •; N'1'MY 11!)OMc w4.W I..ryutw)Ow. a. 29. 2002 OW C"n Jl,D aow.m 01 PfWKI mwO CM matesw dCAo S. dtsV" JM M001R1 Masortite Irtle)national Co)poratlon dead SUDWI 10 Man" +'an" WKc. Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing 1 11' I 02-0109.07 COP-WL-MA0126-02 (Application Filed) I• • 1 70.0 1 1 NO Arrangement(width)I X 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" ' Not Listed Not Listed Arrangement(width) 2'8" + 1'D" RUM,1 COF'-WL-MA0128-02 11 r 02-0109.07 Application Filed) I• 1 55.0 1 1 NO 2'8" + 1'2" 2'10" + 1'D" 210" + 1'2" 3'0" + 1'0" 37 + 1'2" X0, OX, OXO 1'D" + 2'8" + 1'D" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 17 1'0" + 2'8" + 17 1'D" + 3'0" + 17 1'2" + 2'10" + 17 17" + 37 + 117 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0' + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.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. Oakgraff I A AR 4 EKI" l•.1"•i••1 ,..n 1. e . f I°I:NGI.ASti E.T.Y,1)OONS bw.i•••""dlwCYu l.o.Ow• Apd 29.2002 Ow com~V ptoplAm o1 poduct inpco•CJnc1O mAkn 1pedik limm. Onign A00 pOG21 Masonite International C o r p o r a t i o n OC4d S00^110 C"C W0001 O iCC. X Unit I" UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2' Height of door unit plus 1/4" SINGLE DOOR 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 (ANSI/BHMA At56.16) 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 08 and 010 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 PREM0 ?::4.11.r AprO29.2002 Masonite International Corporation ow comw g orotram a Moduli entnt crd nukes svecoKatgns. oetgn and MCdw deui WW«r b mange wdMw n ke. XO or OX Unit SINGLE DOOR WITH 1 SIDELITE TYP. 6'8' UNIT 8V UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener 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 (R1 Width of door unit plus 1/2" Height of door unit plus 1/4" e / 11 ,t t f Latching Hardware: Compliance requires that GRADE 3 or better (ANSV,BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include 18 and 110 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come kom Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1- 1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. A111d29 :? 72 Masonite International Corporation 0., y WK..nyo.s*— noes tt.eCacaons. oes. on am x%, deud swrca to C"t "snow mice. 0x0 Unit SINGLE DOOR WITH 2 SIDELITES UNIT 8'l1" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" I f f f f f f f f t T Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 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 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. Apr429.2002 Masonite International Corporation u" camowa rodu.n u, u,aa,.c: vu.enu,u nu,vs gma cr,un•. 0t 0. and utWun dM' SO^-,d:r npe "-*'A Ww - oxxo MID-WL-MA0005-02 Unit I DOUBLE DOOR WITH 2 SIDELITES b CL TYP. TYP. 3• v P. TYP. 1 Il ll I ll II I ll Il I TYF I II II I Il II I ll Il I~ 6'8• 13- t t t t t t I t t r • • ' r 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. r - Rough Opening 1 Width of door unit plus 1/2" Height o1 door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) 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 & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 ApM29.2002 Masonite International Corporation OwC t;t"IoW—of WOW mWo ettt mklS%0kdAZ*ft. oetyn YW poourl amA wbe xt to C'Vnot -dootd noke XX Glazed Inswing Unit APPROVED ARRANGEMENT: o. w r dti: 0.0 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". Double Door Maximum unit size. 6'0' x 61' Design Pressure 52.0/-52.0 Urniled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and. MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 don 00 00 00 00 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA- 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' rrris glass kit may also be useo in the following door style. Eyebrow 5-panel with scroll Oak raft ARk EK' VIUL'RE:LASS LNl'RY UVORS N. U.—Ir!-ah.. Ew Om. nM a • April29.2002 Masonite International Corporation Ow commum mopam or woaua m7o em makes soecoxro . devr and 010d.1 oena UMga to enuge WOW role XX Glazed Inswing Unit COP-WL-MA0142.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 0 0 '!. ii f 404 Series 410 series 109 Series 114, 120.122 152 Series 149 Series 300 Series Sexes CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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 OakGraff W.•.1'. AR EK'" 1•IUIM(:a.\.1 L'1'11'M \''llr lrlN,\ eae..4.r I... r-r., 0— M a s o n i t e international C o r p o r a t i o nOurCW*mvwV oropram of MOW e"om tffl makes soecifirAbnS. eesipn and oroeun ooaa SuDKO to Cft pW "?*A MCe. XO or OX Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 68". Single Door with 1 Sidelite Mardmum unit size . 6'0' x 6T Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. i Actual design pressure and impact resistant requirements for a specific budding design and geographic location is determined by ASCE 7-rational. sure or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA followed — see MAD-WL-MA0003-02 or. MAD-WL-MA0066-02 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: as00 ® as oa oa as 100 series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n HU OU H na na as as as as 105 Series 106. 160 Series' 129 Series' 12 RIL. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass id may also be used ul Ina following door style: Eyebrow 5ypanef wilh scroll O ak raft AR k EK': W.....1. .• n ,<.rur<d t• 1 1 C: .I'M\' Uo—, T.•M.a to frL. rOo nprd29.2002 Masonite International Corporation ow Conln,r•; O.Gp.am or aaoutl nlporMltro males sOKdKalgl\, atiq aM •vpCutl — OCYa w44rl U: tnalot .algal M 4. XO or OX ' I I Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as as 3= e04 Series 410 Series 109 Series 111, 120, 122 152 Series 1e9 Series 300 Series series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L, 23R, 231, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 2eR, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8". laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best o(my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor,: P.E. — License Number 56533 Oak Taff AR k EK' e.........- 1r.1 1,1II V. I:I.IIII s MstT..vN{MNu 1. 0— Apra 29. 2002 Masonite International Corporation 0w cw0+ g wowam at woew .+101o+emem ms"s socc:l cnorn. eesvn ane d00W W34 S4110 E.^e.~M<e OXO Glazed Inswing Unit APPROVED ARRANGEMENT: A.. j17 d:t t•! Fc O MIR FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size • 9'0- x 6.8- Design Pressure 52.0/-52.0 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-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 00 00 an 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 ou 0 an an 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 Ilk 2e R/L 107 Series' 108 Series 304 Series Series' ilns glass kit nu-1 also be used in the following door style: Eyebrow 5-panel witch scroll 0akcraff AR k EK'" HUCK6LA.S\ UN'1'NV 00011S tati6•..w rwNuE+lr, Om.• a Apul29.2002 Masonite International Corporation W Wit ,wV poo jm of Ofddun . M trrftrfl mkt$ SOKO<AOOS. etSq" tM woduCl CIM. SuOK1110 CU.Oet -N WKt. oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: toe Series 410 series 109 Series 11e, 120.122 152 Series 149 Series 300 Series SMes APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L 23R. 23L 450 Series 152 Series 1e9 Series 109 Series 120.122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8", laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 Oak raft AREK" W ..,.J. r. n •'1 ••... e.l 1:I 1M ;LA.l1 C Nl'N1U(11I1(J T0— a Apia29.2002 Masonite International Corporation OW cpdiy, n0 Oreenm Or D106.0 i00r0'.lr0e01 II kes s0ecdtaicm. eesQn and mew 0" SVW 10 ckvvt rmrl a mitt. OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT. O Double Door with 2 Sidelites Mapmum unit site • 12.0- x 6.8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. ' MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: an an an nn on n0 nn 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: nn nn an nn na nn 105 Series 106. 160 Series' 129 Series' 12 fill, 23 PA. 24 till 107 Series' 108 Series 104 Series Series' This glass kit may also be used in Me following door style: Eyebrow 5-panel with scroll Oak raft ARTEK" r..i.1...1. 1.._ 1'111LMC1. ASS CM1'MS' DOOM\ b.L•o..t r4.•N•• E—,0— Apra 29. 2002 Masonite International Corporation oN eam u.11g pop.tln 01 p•00un-Wovemem m 1tS SM.t."jo.s. des.gn 4n0 p.oeutl 0eW S.Wtn 14 01^1 ."W rp1<1. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series d 10 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24A. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" . laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. - PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). aa 5 r - ' State of Florida, Professional Engineer Kurt Balthazor,'P.E. —License Number 56533 O_ kcraff AR EK" 1... r• .1, I.e 1:1hLk':LAN.S I:N1.1 •I)IIII 1 Itr.•i..vNIM(Yu e+vlOmn April29.2002 Masonite International Corporation 0u tom~V Dloonm or plooun mWw M mAeS SDtC,ftMQnS, oeSpn dn0 pODun Deud subKo to trwge wow mte. XX Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: T' b}.'. O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Madmum unit size • 67 x 8'0' Design Pressure 40.0/-40.0 Limited water urdess special threshold design IS used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-nalional. state or local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 00 404 series IMM go go 822 Series 0 108 Series Q Oakcraff AR EK'- a..l..t..rT 1... V$ULLKCLA.<l L'N'1'N 1' UUUN] W T..vNrm rnr 0— a April 29.2002 Masonite International Corporation Ow conun,,.no:nogtam of piooua .nDro+emenl nukes specdkaons. des;on and modun onad sub ecl to cr ^c .ntwul MCC XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 series e52 series 90o series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel. RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ands =MN* IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" U1:Nl:l.\.l l: r\'1 M\,IIII.IN. I.w.wiwNu I. Dow. April29.2002 Masonite International Corporation Ow coma woprrm or p.oOW moro.emem eats Soeatcasiom. des o uW ont" oeu2 wgea to C.^t .aroa mice XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0148-02 , 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 1 Sidelite Maximum unit size - 6'0- x 8'0' Design Pressure 40.0/-40.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actwl design pressure and Impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-mlional. state or focal building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 cir 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: 101111 on 00 822 series 1/2 Glass: i Y}t as 404 Series 108 series 0 Oak-raff AR EK" rrn.Nr.n<x Y.Y'IN\'1I, 111M\ w-.a....a re.gsu t--,ra--.. ApId29.2002 Masonite International Corporation Oa [ommwq mopam 01 yo0u;t MWOo um mate SaMd"045. dcsq. and aamal ar.+ swrtl m ulaoga .oroa r<c . XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 series APPROVED SIDELITE STYLES: 810" FIBERGLASS DOORS x 300 Series a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8 laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO AA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/i IState of Florida, Professional Engineer IKurtBalthazor; P.E. — License Number 56533 Oakcraff M EK" t:...." ,.......1 I1I0L Nr:IAiti L'N'rN 1' I)ll<)Nt tMA•vwfa"abu f.wr 0— Apr029.2002 Masonite International Corporation Om Cwt~p wowam or woow mwo cat maui srrancatons. anon and wcooa onaa SOM0 to cwgr .nnoul nwKr. Ox0 lijet Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: JJ, O O 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 size • 9'0' x 8'0' Design Pressure 40.0/-40.0 United water unless special threshold design i; used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure; and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building Codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n as 404 series DIIl as as 822 Series EJ 108 series 0 Oakcraff AR EK" o- 1'In1:N(;LA\\ L't'T91' U(1((N1 wn.4..,..d t.v, D— /C,' O• r0• April29.2002 Masonite International Corporation 0comdwq moonm m roomer rlywemem nuke$ wecd"om. oesgn Am ruoeocr eeud suaien to cmnoe .de$ nmte. Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: i 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8: laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY,ISTATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK Ftuexce.Ass ewrxv uooxs L, o.6, Apra 29,2002 Masonite International Corporation Qx Mmokin WMam of Woduet moro•emem makes soffAcslioos. Gnion dM DrodW Chad umsta to ertdnoe wow nW[e. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. i 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size. 12'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile 'Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. j 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 IIIID ao as 822 series EJ 108 series Oak raft AR EK" V'...•A• .a n Te ..... c.l VIULIKCLA\.l L'rN'f—' U041X\ W+ic.u.O lOwrl.0 Cwvl Oow. PREMDy1? Q o Apid29.2002 Masonite International Corporation OW com. "moenm or Woal .nmo.emem "n s=dicxvnS. dtsgn 3W orodllcl dMj tu0^1 to C"..d00u1 mmt. oxxo Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 17-771 Y 810 Series 300 Series APPROVED SIDELITE STYLES: a - 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8". laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raft AR EK" o_ l I40CMCLA" LM'1'MY —IM.G W+T..ar..Y ra..auu 1—, Omn Aprd29.2002 Masonite International Corporation OiM commuep Dropnm of WOd.Ct pO.tmM1 mast3 SpeCiliCal9M. dniprl ano gaduCl delae sulwa MI CrlYlde ..tw M1K! XX Glazed Outswing Unit APPROVED ARRANGEMENT: oi?,;' 6. O Double Door keadmum unit size . 67 x 6.8' COP-WL-MA0162-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Design Pressure 55.0/-55.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant recuirements for a specific building design and geographic location Is determined by ASCE 7-national• state or local building codes specify the edition required: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 0 00 00 00 D00 00 100 series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 100 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA. 23 R/L. 24 RIL 107 Series108 series 304 series Series' This glass kit may also be used in the following door style: Eyebrow 5•pand wilh scroll Oak raft i ARTEK' r r.. l .:..1.... r April 29.2002 Masonite International Corporation ow cMlmlrlq aowsm or wodVO "o.o.emem mates smd[ A-m. daq. lmlje.od Xt 0e4J S.oga to cNrWf rdmw M<e XX Glazed Outswing Unit COP-WL-MA0162-02 `. ! I FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: oa as 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, 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 mountedlin a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADS BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior dooriunit 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 AR 4 EK" IIIp L'MCLA\1 LN'1'M1' UU—S ebw.T..vNrp.p-Lw, DoO.. April 29.2002 M.2ite International Corporation W cOn ^_Q moan- a 010" inp.—M nw n speco". angn m0 01.dw Mud wow o cftme -on01A nmte XX Glazed Outswing Unit APPROVED ARRANGEMENT: A 8"0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6'0- x 8'0- Design Pressure 47.0/-47:0 United (rater unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MAOOt41-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: am no nn 822 Series 1/2 GLASS: n nn 404 Series Oakcraff AR EK! 111hURGLASS l.•1.'1'Ns',nnnMS NsfT..e..d/q ju.. E.br oars' 0 108 Series Aprd 29. 2002 ow commune Moe.am of poow .np.oRnlMf makn swd-ns. ongn ano proomi fund s,olcn 10 cnanCt.4 W . Ct _ Ma sonite International Corporation 4 3 2 1 1 j REVISIONS artmM[OLTE STILES FOR I WIDE Doors j 4 ' ) REV. NO. ZONE: GATE: ECN NO. APPVD: DESCRIPTION 1O1P rIO ACRYLIC uAss OR A 1 82 11 /00 - WW on (1) WAS (2) FOR TRACK ear SEE _.,ZSECTioMHa-e AVAaAeI[ 1 IHaIazDIOR TACK aIP 10 eYxoGMIILTENEDTOATTACHEDroDoortODORINSTALLERR0SIAO 51011 NM PATENTEDCE rOf.-IiOC MIF11rop. ea7,or . ). D ME, g 1 3 G& GW. STEEL IT BR.VET. 3) S/le 1 rorWOODWOODIMSO K 4 LISTED C LIONHaCICSI67tlam, DOUBLE 6 C NEW L• 1QC/T WI OwWIN. TRACKK no TRAOC a ® ® Q $ 4 TYPE 2-1/2'.I2 GA. TRACK BRACKET. STEEL BRACKET. TWO PO a IDCmD (4) TRACT( 9tAa(ETS PER WE O1 iTs uw TOP aupxr REPORT#9606C H "Maw"TK CJ .} J. 20 G U-40MRS. DOUBLE TRACK Z OO"iEBuPATTERNCLE TWO SECTMaNiaxr° low emaaL On ' YC110M. [ ro.) /11d/a' SHEET METAL SCREWS LOCATKIW OF OPIIOIML VOOS A OPTIONAL OUTSIDE DYED MOCK PO4a0N MAIL DOOR WOTH . Is'-w ° tlSIDLm' e ONS i/iwPli sex¢rs. 11 f1 FMD NMfiS le G IRITliIrtKATY Haft HOTE- 1, FRON1 .3 I/IO S(SSlfS ON 19 IENRFi 1 OD. INl NFw N r 000RS Ir ro Y-0' MIOR colHsrst OF Q SEc1ONs (pp R) ow mN¢ WITH U.V. IYASER R[OIISRD. RED SCREWS WY eE COWaTDmIx ODORS OKR Y-0' Me01 OOMH56T W ( SECIION9 ( TIA7 AUWN). OOUaO ON oU1SOE SVRfIQ (gU( IOr R00.1SED) TO PP01DE A NISH 1WNfSIC STOP Mato C er DOOR GMAULCR (r° SUIT) 4SFACE. IDR7x7M11 3AMBS 00 HOT TRANSFER LOA0. - 20 G MYl CALVE STEEL DID S LE Ai x. a YETlar PIE 3AMatATUACHED Mm OPDNa 0 SCaN 20 G OWLV. STEEL I14TER. s1aE B AMW ( I-1110 FLOCK OR.. MOIDED 11®E 12 CA CLV. STEEL TOAD( 21 G MQR. SRIIL RETASat Ieu//!' PAN ICM SW3rfuh-IM °RAOQTS FASTENED ro WOW 3ND SKa HARD WITH C-40 IRN. (10 SCREWS D S I" N ANCIORS ON xl (C-90 WON ONE 5llg%l-S/a• LAO SORER CALVANa4O. BWcm-0M PRIMER. OR x4 CENTERS PD 1sL 00N7 OR PER TRACK BRACKET. AND A BAKED-011 POLYESTER 1/11.' TAPOON SUa.115 ON 17-I/Y C9RE70 (7,000 7/la' ID. ROUND T TOP COAT APPLIED ro BOTH 94v UICH nlcACEs P9 MR91 TAPOOM 1E)OHM; ITA51636 IMOIOm WIIIH FASTENER (ONE PER ROVER) la G GLv. STER C[MFA 5H06 W STEEL SKa.T GER ert/vOESfmGO sWV lATU1 011e' s{ELYE MGORS 1 oA MAIL WASHER REDUSrm =• CALV STEEL TACK FAVORED TO 1. G Ulv. $fQL gOl1EA 1p E L RIIFR SRES W"{ ACKET AnActm W/0) II(TFR. STSE EAG1 SIX OF DOOR (WITH ONS.NANCHORS MAYKE Ai UBI IxG CALV. STEEL TRACK BRACKETS. FASTO ro F/O SIRES EACN /(.) /l. a "JRFET ICUL . 57W IM JOv1R/a" SMOLT HELL TR ao IICDONTAL 44M DO MOr TRIO( AnACY® ro GLII BPICIRT l.d/a 31 T MMTAL SCiEWS A/OWON ONE 1/4•d/a'eOIT A NUT 4) 1 4AJ 4 SElfTAl sCRDrs PROR TWO I/4' OIA RIVETSOUISOE KEYED -HADMESTEELDIDEND Y OlA SIHORT-STOR. 10 BALL STEEL ROUDL ING EvEACH STSE R IMARK WESTDaY1D. PE. TS ED T° END INTER. PREPARATION OF s4ues at OTHERS SECOHC& FIORIDA PE. 14a46T /(& 14d/ 0•(SIDE EWDIE A NORTH CAROL" PE 023932 3' TALL U-6AR4) 1/413/4• SELF (%RS10E KEYED LOKX LOCK BAR MWDaGYEW VSTEEL SYRD CTH: SOKSIPIICSCR1M5. SMRAP K•roH y ay°Ka T amHmrZ. THE OICRC H aF THE ysPORTING STRUCT R AL ELExDR9 IN OESICN 10AD5: + 24.0 PSF & -24.5 PSF OUTSIDE EACH SEE LWL BE THE R6PONsam OF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF h -37.0 PSF s• rAu . lO G fiN,v. 51Ta U-eMa Dm snE BOLt HAIDIE OF DOOR, RECORD MOR THE BLIRMC OR SDa1CRSE AND a ACCOEAVECE a A x- 1-2-1 PATTERNN 0E TWO u-flVK SKSE LOCH ENCACES T IS RI BUWmK' OOOES i>]R iNE EDMS llSfEp O"-AH yia ,PART NO.• - 1-7/aONBOTTOMSECT011. ONE u-°M ON NEXT INTO VEIRKYLArsnnDN ETCHJ. FACT U-aAR ATTAC® IRACL ONE NOT1a:II.sI sTWew om.w.slt amMa As7T.1/'1M 4'1•SELFTNiWRCSCREISSL" ON TION.EACH SIDE , OGPA,ONpMG OIICS fA. TOLERANCES . IDEAL 45 OF DOOR. i. mARAHA A..w ti a Td NO I-f13-39t-fdlD.0 i.03 aEEmmomA aL FD A& 1-513-762-3319 LOCH.Aft..00 t.013SECTION A -A (SIDENE.I.W Hb PA. e L FWIu. m DESCRIPTION: MODEL 6RST W4 I6-0 x 8-0: 24/-24.5 OESION LOAD INS..fily, srtEL eorroM BRACKET.y.7 --Q..r DRAWN BY: 8MM DATE: 4 18/00 SCALE: NTS WON (2) 114d/ a• SHEET METAL SCREWS. /DWC.R M CITRusoN //y'/ Z D1 ° - oeQ,eaa - t 1/7 CHECKED BY: Mww DATE: 4/18/00 SHEET t S 1 SIZE L a vINML WFAHEFSIIi. ' OMEN SI°IW O IM64C OlacOon NEMRSIWS AREaIKlES. DWG. NO.: 102138 1 REV. N0. I 4 3 2 A -E C,'1 A+ J 41 L 1 MODEL: 6RST (25 GA. STEEL SKINT REVISIONS MODEL: 4RST (24 GA. STEEL SKIN) REV. NOI ZONE: DATE: ECN N0. APPVD: DESCRIFnON OPTIONAL DSB GLASS OR LISTED , I A4 11/00 - MWW OTY (1) WAS (2) FOR TRACK BOLT 1 8' ACRYLIC UTES AVAILABLE 1) INTERMEDIATE STILE ( SECTION B- MI ATTACHED W TOG-L-LOG & BO 20 CA MIN. ENO STILES ATTACHED TO DOOR AND URETHAN ADHESIVE Cl7NTE7 SKIN WITH PATENTED TOG-L-LAC SYSTEM -' r 7' 110p( 3" TALL U-BAR HORIZONTAL TRACK SUPPORT BY r• •y A P. BOTTOM & CENTER). : 20 GA GALV. STEEL DOOR INSTALLER (TO SUIT) D m L-1 3• r- Q 1-7/8" T 13 GA FASTENED STEEL S-40WOOD BRACKET. REPORT#9606C 18 °l Y ET. E THP EACH FASTENED To W OD Loos WITH1 T EACH J) 3/16'xl-5/6' w000 LAG SCREWS. I STEELGA. WIN. SCFZM S1 SHUT 1rtrAl L HFOi1DU80 OMTRACKIS BOTH SIDS) BORN A BAKED -ON PRIMER. yp LAP J00fM OU TRACK CONFIGURATION AVAILABLE AS AN OPTION TWO POINT LOCKING AND A BAKED -ON POLYESTER x TOP COAT APPUED TO BOTH DOOR SIDES OF STEEL SKIN. 14 GL CALV. Sins HEIGHT 'L' ONE 3' TALL z ITmTO Dim 6 - 20 GA BAV. STEM TRAR (50 KSI) j(K 14 1 MIN. TRACK THICKNESS.080" 7 PER DOOR SECTION. END SLIDE BOLT • ) 1/4"43/4• SELF Z' 8 -0 88 I snLE LOCK ENGAGES T'WP NC M'E'M' 0 Nro VERTICAL i C a4MOF _ LOCK TRACK ONE 3' TAt1 x M0 u GALV. = TYP. 2-1/2•a12 CA. GALV. STEEL TRAGIC BRACKET. VENTS A EACH SIDE PER ONE U—M And® (4) TRACK BRACKETS PER 510E M OPTIONAL OUTSIDE KEYED LOCK OF DOOR. M101 nro 1/4'x]/4' sns TAPPVIf BRACKETMAX. DOOR WIDTH 9'0• sCiHWS 1 EN STILE LaG1gK. LHR TO ZONTALNINSIDESLIDEBOLT O/ 14x5/8' SHEET METAL SCREWS LOCK OPTION Li TRACK DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS ((SHOWN). FRONT FRAME w' U.V. DOORS OVER 7'-0' HIGH CONSIST OF (o SECTIONS (TJQT SHOWN). COATING ON OUTSIDE SURFACE OOLIB TTZA 13 Gk GALV. STEEL BODQY LOW HEADROOM OPTION O O VERTICAL JAMB AITACHLIFNi (WOQQ FRAME BUILONGSI: e.•L:S. A77R:IC 1^i :0 n O NOTE I 1 4'z3 4' SELF I/2'zd' LAC SCREWS ON 24' CENTERS. I' 0.0. YIN. 1144/0 SHEET METAL SOMA 1 L L 1 WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK SSB CLASS OR OPTIONAL 10 SCREWT. SCREWS. BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING AUAmlty EXTRUSION I/8" ACRYLIC LITE WINDOW LTE 14 Gil END HINGES 18 .A INTERMEDIA HINGE( • VNEL WFAIIHRSIRP. NEW *8 Ey 'C' SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION A -A (SIDE VIEW) SECDON B-B vERT1c L DAUB ATTAdNMEM fC- , (10 ANHEAO SCREW SSCREIYS PERLITE) END MOLDED INSIDE STILE B STOP MOULDING BY DOOR NSTALFR (TO SUIT) J 8 4SLEEVE TT CHM ON 24 CENTERS (BOTH LUTE RETAINER INTER. 20CAMN. CAI_V. STEEL ENO SIRE C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR 2z6YELLOWPINEJAMB1/ 4'0 TAPCON SCREWS ON 24' CENTERS (2.000 - f-SMAP LATCH ENGAGES ST9.E 20 CA GALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCILUDED WITH SLEEVE MICHORS. 1' O.D. MN. WASHERS REQUIRED 12 GA. CALV. STEEL TRACK WITH TAPNOT RES. ANCHORS RO DE A FLUSH INTER. STILE BUT NOT REWIRED) O PROVIDE A JAMBS D BRACKETSFASTENEDTOWOODJAMBMOUNTINGSURFACE. HORIZONTAL JAMBS 00 NOT WITH ONE 5/I6'0-5/8• LAC SCREW TRANSFER LOAD. OUTSIDE KEYED PER TRACK BRACKET. OUTSIDE 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W 4) t4x5/ 8' SHEET METAL SCREWS 2' CALV. STEEL TRACK FASTENED TO 14 CA GALV. STEEL ROLLER HINGCEES5 12 GA GAIN. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) TRACK ATTACHED TO EACH BRACKET /14x5 8' SHEET METAL SCREWS N WITH ONE 1/4-4/8- BOLT & NUT (4) 1//4"x3/4' SELF TAPPING SCREWS PER END MINCE OR TWO 1/4" OIA. RIVETS. PREPARATION OF JAMRS BY OTHERS. 2' OLA. SHORT STEM, TO BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C-C NOTE 2: THE DESIGN OF THE S STRUCTURAL ELEMENTS SHALLS1 BE THE RESPONSI80.1TY OFfTHE THE PR PROFESSIONAI. OFRECORD FOR THE BUNGING OR STRUCTURE AND IN ACCORDANCE MARK WESTER FIELD P.E. SAL THIS CURRENTBUILDINGCODESFORTHELOADSLISTEDONFLORIDAP. E. 148495 83A NORTH CAROLINA P. E. /232 l 4 ki 11 ONTO VERTICAL. TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE LOCK BARENGAGES N TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED L= BAR LOCKING INHANDLE LOCK OUTSIDE KEYED L( X' Y DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. SNAP LATCH LOCK OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. A PART NO.: - n0112 L%*m St t d a--f- 312 tkmd & sub ISM TOLERANCES — IDEAL C:,oL. r,O /H 45202 y a .ss,.a ... Aaur4,r.A 0 - t.03 id Xa I-13• SSI-4,, 4i 11t1ITacmmm To Ih 1-513-M_,Mi9 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD w e.•. rr+ aA ' t•015 mww - .nr. M, 6- sty" 000 t. 005 poop . t,001 O0Qf0' ' t 1/Z DRAWN BY: BMu DATE: 4/18/00 SCALE: NTSI DWG. R Third Npla CHECKED BY: MWW DATE: 4/18/00 SHEEP 1 OF 1 SiZE L DWG. NO.: 102137 REV. NO. 1 P7rolwtion - tAd— Slat dOIMds Iuxsons ARE a eoim 2 A%BeaWeor I J-^I _. A FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs sResidential Whole Building Performance Method A Project Name: 1732 Builder: DR HORTON Address: ' 304 G`ySA4 Gt R-E Permitting Office: City, State. 50%,NIPQQ, L Permit Number: Owner: 17.. RoCg-QmJurisdiction Number: Climate Zone: Central 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 pane Clear - double pane rint/ other SHGC - single pane d. Tint/other SHGC - double pane f3. t Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Ext 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. Ali: Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ SEER: 12.05 _ 4 _ b. N/A No 1732 ft2 c. N/A 207. 0 112 _ 13. Heating systems 0. 0 112 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr 0. 0 ft2 _ HSPF: 7.65 _ 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, 1224.0 ft2 _ EF: 0.86 R= I I;O, 56.0 ft2 _ b. N/A R= 1 1.0, 328.0 fl2 c. Conservation credits HR- Heat recovery, Solar DHP- Dedicated heat pump) R= 19.0 1883.O ft2 _ 15. HVAC credits PT, _ CF- Ceiling fan, CV -Cross ventilation, HF- Whole house fan, PT - Programmable Thermostat, Sup. R=6.0, 170.0 ft _ MZ-C-Multizone cooling, MZ- H-Multizone heating) Glass/ Floor Area: 0.12 Total as -built points: 26482 PASS Totalbasepoints: 27662 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: a3 •oZ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/ AGENT: DATE: L 20 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: F CHE ST,gl o a v aWV, EnergyGauge® ( Version: FLRCSB v3.2) 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 1732.0 25.78 8037.2 Single, Clear NE 1.0 5.0 23.0 43.65 0.95 957.0 Single, Clear NW 1.0 5.0 23.0 37.74 0.95 828.2 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SW 1.0 5.0 32.0 52.82 0.94 1584.9 Single, Clear SW 1.0 4.0 10.0 52.82 0.89 471.4 Single, Clear SE 1.0 3.0 10.0 56.64 0.81 459.4 Single, Clear SW 1.0 7.0 54.0 52.82 0.98 2799.6 Single, Clear SE 1.0 5.0 23.0 56.64 0.94 1221.1 As -Built Total: 207.0 10020.5 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 328.0 0.70 229.6- Concrete, Ext Insul, Exterior 3.0 1224.0 0.70 856.8 Exterior 1280.0 1.90 2432.0 Frame, Wood, Exterior 11.0 56.0 1.90 106.4 Frame, Wood, Adjacent 11.0 328.0 0.70 229.6 Base Total: 1608.0 2661.6 As -Built Total: 1608.0 1192.8 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1732.0 2.13 3689.2 Under Attic 19.0 1883.0 2.82 X 1.00 5310.1 Base Total: 1732.0 3689.2 As -Built Total: 1883.0 5310.1 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 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 32874.1 Summer As -Built Points: 34989.3 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) 34989.3 1.000 1.087 x 1.150 x 1.00) 0.283 0.950 11758.5 32874.1 0.4266 14024.1 34989.3 1.00 1.250 0.283 0.950 11758.5 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRE:3'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedX 'BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1732.0 5.86 1826.9 Single, Clear NE 1.0 5.0 23.0 12.00 1.00 276.1 Single, Clear NW 1.0 5.0 23.0 12.23 1.00 280.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SW 1.0 5.0 32.0 9.22 1.02 300.4 Single, Clear SW 1.0 4.0 10.0 9.22 1.03 95.1 Single, Clear SE 1.0 3.0 10.0 8.34 1.09 90.8 Single, Clear SW 1.0 7.0 54.0 9.22 1.01 500.9 iSingle, Clear SE 1.0 5.0 23.0 8.34 1.03 198.0 As -Built Total: 207.0 2017.4 WALL TYPES Area X BWPM Points I Type R-Value Area X WPM Points Adjacent 328.0 1.80 590.4 Concrete, Ext Insul, Exterior 3.0 1224.0 2.80 3427.2 Exterior 1280.0 2.00 2560.0 Frame, Wood, Exterior 11.0 56.0 2.00 112.0 Frame, Wood, Adjacent 11.0 328.0 1.80 590.4 Base Total: 1608.0 3150.4 As -Built Total: 1608.0 4129.6 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1732.0 0.64 1108.5 Ender Attic 19.0 1883.0 0.87 X 1.00 1638.2 Base Total: 1732.0 1108.5 jAs-Built Total: 1883.0 1638.2 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 AsBaseTotal: 383.8 Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points i Area X WPM Points 1732.0 0.28 485.0 j 1732.0 -0.28 485.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT #: BASE AS -BUILT Winter Base Points: 5391.0 Winter As -Built Points: 7979.2 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) 7979.2 1.000 1.078 x 1.160 x 1.00) 0.446 0.950 4229.0 5391.0 0.6274 3382.3 7979.2 1.00 1.250 0.446 0.950 4229.0 A EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge6/FIaRE:3'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I 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 Points Heating + Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points P4024 3382 10256 27662 11759 4229 10495 26482 PASS of THE S742 O.n a d 6 L f T:i 0 EnergyGaugelm DCA Form 60OA-2001 ' EnergyGauge0FIaREST001 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/sq.ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES; (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools roust have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts Jn 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/FIaRES'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. 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 pane t , Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 18. Floor types a. Slab -On -Grade Edge Inslrlation b. N/A c. N/A 9. Wall types a. Concrete, Ext 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 I. Ducts a. Sup: Unc. Ret: Una AH: Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit I _ 4 _ b. N/A No _ 1732 ft2 c. N/A 207.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 112 _ 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, 1224.0 ft2 _ R=11.0, 56.0 ft2 _ b. N/A R=1 1.0, 328.0 ft2 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1883.0 112 _ 15. 14VAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 170.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: t \2010-n Address of New Home: LIB• City/FL Zip a i'R- ?Z-E+3 Cap: 36.0 kBtu/hr SEER:12.05 _ Cap: 36.0 kBtu/hr _ HSPF:7.65 _ Cap: 50.0 gallons _ EF: 0.86 _ PT, _ 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 EnergyStar"'designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec. ucfedu for information and a list of certified Raters. For information about Florida's Energy Efciency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1732 . bld For: D . R . HORTON By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 30 Deg F Inside db: TO Deg F Design TD: 32 Deg F HEATING SUMMARY Bldg. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 29416 Btuh INFILTRATION Method Simplified Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 1732 1732 Volume (cu.ft.) 13856 13856 Air Changes/Hour 0.8 0.4 Equivalent CFM 185 93 HEATING EQUIPMENT SUMMARY Make TRANS 11/16/98. Job # 1732 Wthr Orlando AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 75 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 22883 Btuh Ventilation 990 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 23873 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 1496 Btuh Infiltration 2769 Btuh Tot Latent Equip Load 5645 Btuh Total Equip Load 29518 Btuh COOLING EQUIPMENT SUMMARY Make TRANE Model Model Type Type Efficiency / HSPF 6.90 COP/EER/SEER 10.30 Heating Input 0 Btuh Sensible Cooling 35500 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0, Deg F Total Cooling 35500 Btuh Actual Heating Fan 1200' CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor 0 . 041' CFM/Btuh Clg Air Flow Factor 0.052 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: VI 3 . 0 . 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J 10 RIGHT-1 CALCULATION PROCEDURES A, B, C, D Job #: 1732 File name: 1732 . bld Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 11/16/98 I. Winter Infiltration CFNI 0. 8 AC/HR x 13856 Cu.Ft. x 0.0167 = 185 CFM 2. Winter Infiltration Btuh 1.1 x 185 CFM ix 32 WinterTD = 6516 Btuh 3. Winter Infiltration HTM I 6516 Btuh / 245 Total Window = 26.6 HTM IandDoorArea Procedure B - Summer Infiltration HTM Calculation* I. Summer Infiltration CFM 0.4 AC/HR x 13856 Cu.Ft. x 0.0167= 93 CFM 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 SummerTD = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7.5 HTM Iand Door Area Procedure C - Latent Infiltration Gain - 0.68 x 44 gr.diff. x 93 CFM = 2769 Btuh Procedure D - Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 SummerTD 990 Btuh Sensible Load for Structure (Line 19) 22883 Btuh Sum of Ventilation and Structure Loads 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. 1496 Btuh Internal Loads = '230 x 6 No. People 1380 Btuh Infiltration Load From Procedure C 2769 Btuh Equipment Sizing Load - Latent 5645 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL 1: 7th Ed. RIGHT-J: V 3 . 0 . 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J I 1732 Job# 1732 Zone: Entire House 11/16/98 t`I ANU \L J: 71 h Ed RIGHT-J: 3 0 12- S/N 10315 mNacot'Room Entire House BR 4 FAM LAUNDRYR2IRunningFt. Exposed Wall I 202.0 Ft. I 29.0 Ft. 41.0 Ft. 7;0 Ft. Room Dimensions. Ft. 0.0 t. 13.5 x 12.0 Ft, 20.0 .s 20.0 Ft. 7.0 x 9. 0 Ft. J Ceilogs.Ft Condit. Option 8.0 1 heat/cool d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool I TYPE OF CST irri`I Area Both Area Binh Area Bush Area Binh EXPOSURE NO. Htg Clg Length hllg C'Ig Length hltg I Clg Length Iltg Clg Length litg Clg 5 Gross a 14C 2.5 1.1 1224 232 112 0 ••" Exposed b 12C 2.9 1.9 56 0 56 0 •'•• Walls and c 13C 3.2 1.2 328 0 152 56 Partitions d 0.0 0.0 0 0 0 0 r 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 153 5655 23 850 23 850 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 h 0 0 7 Windows and North 22.0 19 429 0 0 0 0 0 0 Glass Doors NE/NW 41.0 46 1.886 23 943 23 943 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 142 6934 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Hone 0.0 0 0 0 0 0 0 0 0 R Othcrdoors a 10D 14.7 9.9 38 559 378 0 0 0 20 294 199 18 265 179 b 10D 14.'7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 1017 2506 1120100 515 230 89 219 98 0 0 0 Exposed b 12C 2.9 1.9 36 104 70 0 0 36 104 70 0 0 0 Walls and c 13C 3.2 1.2 3.10 977 363 0 0 152 479 178 38 120 44 Partitions 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 IdlC 1 0.0 0.0 0 0 0 0 0 0 D 0 D D D 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 1883 3194 4192 162 271 361 400 678 190 63 107 140 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 II Floors a 22A 25.9 0.0 262 5236 0 29 752 0 41 1063 0 7 181 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 JbIc 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 215 6516 1833 23 612 172 43 1144 322 18 479 135 13 Subtot Buth Loss=6+8..+11+12 26742 3003 4831 1152 14 Duct Bath Loss 10'/, 2674 10•/ 300 10% 483 10•/ 115 15 total Bthhlh Loss = 13+14 1 29416 3304 5314 1267 16 Iut.Gains: People rr 300 16 1800 0 0 4 1200 0 Appl. a 1200 2 1800 0 0 0 0 1 600 17 SubtotRSHGain=7+8..+12+16 20803 1706 3900 1090 IR Duet BuhhGain 0°/ 2080 10." 171 10'/, 390 10•/ 110 19 Total RSH Gain=(17+18)•PLF 0;0 22883 1.00 1876 1.00 4290 1 . 00 1208 20I CFM Air Required I I 12001 12001 I 1351 98I I 1 2171 2251 I 52I 63I Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 I Name of Room BR 2 BR 3 M/BR M/BTH 2 Running Ft. Exposed Wall I 27. 0 Ft. I 11. 0 Ft. 32. 0 Ft. 10.13 Ft. 3 Room Dimensions, Ft. 13. 0 x 12. 0 Ft. 11.0 x 15.0 Ft. 13. 0 x 17. 0 Ft. 10.0 x 15. 0 Ft. d Ceilnes,Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST IITIN I Area Bnth Area Bush Area Binh Area 13tthh EXPOSURE NO. Htg Clg t_ength Htg Clg Length Htg Clg Length Htg Clg I_ell 1•Itg Clg 5 Gross h 14C 2.5 1.1 96 88 256 80 Exposed b 12C 2.9 1.9 0 0 •••• 0 •••• 0 •••• Wnllsand c 13C 3.2 1.2 120 0 •••• 0 •••• 0 '••• Partitions d 0.0 0.0 0 0 0 •••• 0 •••• e 0.0 0.0 0 p p .... p f 0.0 0.0 0 p p p 6 Windows and n 1C 37.0 16 591 16 591 32 1183 •••• 10 370 •••• Glass Doors b 8C 37.0 0 0 0 0 0 0 •••• 0 0 •••• Heating c 9A 29.9 0 0 0 0 0 0 •••• 0 0 •••• d 0.0 0 0 0 0 0 0 •••• 0 0 •••• e 0.0 0 0 0 0 0 0 •••• 0 0 •••• f 0.0 0 0 0 0 0 0 •••• 0 0 •••• 7 Windows and North 22.0 2 44 2 44 4 89 2 35 Glass Doors NE/NW. 41.0 0 0 0 0 0 0 0 0 Cooling EJW 0.0 0 0 0 0 0 0 0 0 SEISW 49.0 14 685 14 685 28 1370 8 413 South, 0.0 0 0 0 0 0 0 0 0 or?, 0.0 0 0 0 0 0 0 0 0 8 Ot,cr doors 1.1 10D 14.7 9.91 0 0 0 0 0 0 0 0 0 0 0 0 b 100 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 80 197 88 72 177 79 224 552 247 70 172 77 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 ails and c 13C 3.2 1. 2 120 378 140 0 0 0 0 0 0 0 0 0 titions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 1 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 2.2 156 265 347 165 280 367 221 375 492 150 254 334 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 II Floors a 22A 25.9 0.0 2.7 700 0 11 285 0 32 829 0 10 259 0 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 JbI c1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 1'6 426 120 16 426 120 32 851 239 10 266 75 13 Sublet Binh Loss=6+8..+I I+12 2556 1759 3790 1322 14 Duct Binh Loss 10'/ 256 10•/ 176 10% 379 10% 132 15 Total Built Loss = 13+14 2812 1935 4169 1454 16 Int. Gains: People a 300 0 0 0 0 1 300 0 0 ' Appl. a 1200 0 0 0 0 0 0 0 0 17 Sublet RSHGain=7+8..+12+16 1425 1296 2737 933 18 Duct BtthltGain 10% 142 10°/ 130 10% 274 10./ 93 19 Total RSH Gain (17+18)'PLF 1.00 1567 1 . 00 1425 1 .00 3011 1 . 00 1027 20I CFMAir Rcquired I I 1151 821 I 79I 751 I 1701 158I I 591 541 Printout certified by ACCA to meet all requirements Of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 MANUAL 1: 7th Ed. RIGHT-1: 3.0.19 S,N 10315 q211tinninvNameolRoom BTH F:ICTHEN DIIIII•IG Ft. Exposed Wall I 0.0 Ft I 31 . 0 Ft. 14 .0 Fi. Ft. Ruom Dinicnswns, ft. 9 . 0 v 10 . 0 Ft 16 . 0 x 14 . 0 Ft. 1-! . 0 c 18 . 0 1 x Ccilugs.Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool I'1'PE OF CST I rr,\ :\rca 13mh Area Bmh :\rea Bnili Arc; Bath EXPOSURE NO. I h I C'Ig Length I lig I C g Length Ilig I Clg Length Ilig I Clg I_cngth l lig I CIS 5 Gross t 14C 2.5 1.1 0 .... 248 112 •• Exposed It 12C 2.9 1.9 0 0 0 •••• Walls and c 13C 3.2 1.2 0 0 0 •••• Partitions d 0.0 0.0 0 0 0 •••• 0.0 0.0 0 p p .... G Windows and a 1C 37.0 0 0 "'• 10 370 23 850 Glass Doors b 8C 37.0 0 0 •"'• 54 1996 0 0 •••• Heating c 9A 29.9 0 0 ••"• 0 0 0 C •••• d 0.0 0 0 0 0 0 0 •••• e 0.0 0 0 0 0 0 0 •••• f 0.0 0 0 0 0 0 0 7 Windows and North 22.0 0 0 7 153 3 64 Glass Doors NE/NW 41.0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 49.0 0 0 57 2795 20 985 South 0.0 0 0 0 0 0 0 Iioa 0.0 0 0 0 0 0 0 S O1lterdoors a lOD 14.7 9.9 0 0 0 0 0 0 0 0 0 b I 10D 14.'7 9.9 0 0 0 0 0 0 0 0 0 9 Nci a 14C 2.5 1.1 0 0 0 184 453 203 89 219 98 Exposed b 12C1 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 Paritions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 1 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 90 153 200 224 380 499 252 427 561 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 II Floors a 22A 25.9 0.0 0 0 0 31 804 0 14 363 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 C 1 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 0 0 0 64 1702 479 23 612 172 13 Subtot Built Loss=6+8..+11+12 153 5704 2471 14 Duct Bnth Loss 10°/ 15 10% 570 10% 247 Y. IS Total Built Loss= I3114 168 6275 2718 16 Im.Gains: People n 300 0 0 0 0 1 300 A1i1t1. rr 1200 0 0 1 1200 0 0 17 Suhtot I?S11 Gain=7 8..12+16 200 5328 2180 IS Duct 13nih Gain 10% 20 10'% 533 10°S 218 19 Total RSHGaln=(17+I8)•PLI7 1.00 2i0 1.00 5861 1.00 2398 0 I CPpI Air Requiredquired I I 71 12I 1 2561 307I I 1111 1261 Printout certified by ACCA to meet all requirenlentS of Manual J Form MANUAL J: 7th Ed. RIGHT -.I: V 3.0.12 S/N 10315 RIGHT-J WINDOW DATA Job 1732 File name: 1732. bld 11/16/98 W S D V G L S S O N A S O O V C w S N K I A L O T 1-1 V G N H V V H H N H D 1' R L A V R A 1-1 L G C R R G T A A W L Z E I D G Z L O Y I- M R R BR 4 a n ne a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 FAM a n nw a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 LAUNDRY BR 2 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 BR 3 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 M/BR a n sw a c n* n d y 1 90 1.0 1.0 1.0 5.0 49.0 32.0 4.0 y/BTH a n sw a c n n d y 1 90 1.0 1.0 1.0 4.0 49.0 10.0 1.6 BTH K:ICTHEN a n se a c n n d y 1 90 1.0 1.0 1.0 3.0 49.0 10.0 2.1 b n sw a c n n d y 1 90 1.0 1.0 1.0 7.0 49.0 54.0 4.9 DINING a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 23.0 2.9 PATip i ielcs 12.12 /wed10 KI RE\ Dk AREA IOzl0 Iwed re0 ro J• Dalh duet C. roof cap I r w/ f e• I IOS10 hued tts s' r-- Q98M— r' dryer dual to roof cup 0 1" EnIA dual r-- w// ar, —hhl ,A Lewd MASTER BEDROOMItze I—d ISS Jiz/ t rvp Y p0pV I1 I• °_ IOrd lewd 73 1oz/ 0 rop ir/ e e 77- IOr/ 0 rae ADRY. e2 p Iw 6e a- 6 ze Iwcd tV A E) p N Je• ain I 141 Yn iat- Ln i hh aW ED DEp i Feif . by d OYEA 0 0TON FIOte OSIOr /P CARAGE lord lured too 1 \ •_ f 1 earn :, ie•- I•°. Muet have a minimum clearance of 4 inches around Uw air handler per the State £neM code. All duct has an r-6 insutation value. t w ji S r U] N m O , 2 NO lL to O w Q C C w Rating z o rIn cn w " •. a m z a O J O O Q x CO IL J In 0 0 MiTek° MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, Fl. 333314621 USA January 22, 2003 -2 15 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 : I3041476 thru I3041496. Total : 21 drawings. Job DR] 732D Builder D.R. HORTON Location STANDARD MODEL County SEM 1NOLE 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 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. January 22, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1732D Trusses included=21 0,"\DR1732D\a.tre" 13041476 1,"\DR1732D\a1Are" 1 3041477 2,"\DR1732D\a11Are" 13041478 3,"\DR1732D\a13.tre" 13041479 4,"\DR1732D\a15.tre" 13041480 5,"\DR1732D\a17.tre" 13041481 6,"\DR1732D\a19.tre" 13041482 7,"\DR1732D\a2.tre" 13041483 8,"\DR1732D\a7.tre" 13041484 9,"\DR1732D\a9.tre" 13041485 10,"\DR1732D\ag1Are" 13041486 11,"\DR1732D\ag2.tre" 13041487 12,"\DR1732D\bg.tre" 13041488 13,"\DR1732D\cg.tre" 13041489 14,"\DR1732D\ Are" 1 3041490 15,"\DR1732D\ 2.tre" 1 3041491 16,"\DR1732D\k.tre" 13041492 17,"\nDR1732D\I.tre" 13041493 18,"\DR1732D\m.tre" 13041494 19,"\DR1732D\s.tre" 13041495 20,"\DR1732D\s1Are" 13041496 t : No, 4`.5161 yt w A 0 STATE OF r sn[ 0 R I'D March 22, 2002 AWARmNo - verVy design par amsters and READ Narics ONTHzs AND REvER%c 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 IncorpotaWn of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary btocing to Insure stability during construction Is the responsibility of the erector. Additional permanent btacing of the overall structure Is tho responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTe k® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive. Madison, WI53719. symbds PLATE LOCATION AND ORIENTATION 134 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, J2 J3 J4 TOP CHORDS c2 c3 o WEBS J5 cr o_ o O CL O a OcecrCf. BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Im! 0 MiTeko PANEL TM LIP ISG(gncwd sav(Wy Haft's Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional ' engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 o ouss truss type Oty P y 13041476 DR1732D A ROOF TRUSS 12 1 optional) MiTek Industries, Inc. s ugni mi'rek Industries, Inc. Fri Mar age 0 p 7-1-3 13-6-10 20-0-0 26-5-6 32-10-13 40-0-0 41-0-0 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 = 1:70. 5x6 = 5.00 j-TF 5 5x6 Sire46 2x4 2x4 3 7 2 8 9dd1 3x8 = 14 13 12 1110 3x8 = 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 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 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.83 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -0.63 10-12 > 753 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 8 = 1951 /0-8-0 Max Horz 2=224(load case 4) Max Uplift 2=-984(load case 4), 8=-98411oad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3=-3712, 3-4 =-3344, 4-5 = -2353, 5-6 = -2353, 6-7:= -3344, 7-8 = -3712, 8-9 =14 BOT CHORD 2-14=3394, 13-14=2825, 12-13=2825, 11-12=2825, 10-11 = 2825, 8-10=3394 WEBS 3-14=-409, 4-14=535, 4-12=-865, 5-12=1329, 6-12=-865, 6-10=535, 7-10=-409 NOTES (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 984 lb uplift at joint 8. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. 3Df [7 LOAD CASEIS) Standard •' j No. 4 5161 STATE OF JO R 100 .'. o raL March 22,2002 A WARNING - VerVy design parumeters and READ NOTES ON TB7S AND REVER:4E SIDE BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper tncorporatkm of component Is responstblltty of building designer • not truss designer. Siccing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during condiuctlon Is the responsibility of the erector. Additional permanent bfbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality contfol, storage, deltvery, election and bracing, consult CST-88 Quality Standard, OSI-89 tracing Specification, and HIS•91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive. Madison, W 15371 C. M iTek® 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 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c a other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates I /a"from outside edge of o_ a s at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP I14 length(+ 6" fromcaC, 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 MVTek/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, PANEL T~ tLIP erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 oANo tiL OfMRO,AW @ o1 Ivss I russ I ype ty y 13041477 DR1732D Al ROOF TRUSS 1 1 optional) t o Industries,Inc. s ug t o Industries, Inc. Fri Mar age 13-3-12 1-0-p 4-10-0 , 9-0-0 13-2-0 11 20-0-0 26-5-6 32-10-13 40-0-0 41-0-0 1-0-0 4-10-0 4-2-0 4-2-0 0-1-12 6-8-4 6-5-6 6-5-6 7-1-3 c e t:72.a 5.6 = 5.00 [-TT 6 5x6 3x4 i 5 7 5x8 4 2x4 2x4 8 3 2 8 dt 1 15 El 10]v 0 6x8 = d d Bx10 14 13 12 11 x 2.50 FTY 5x6 = 3xB = 3x6 - 3x4 = 6-11-0 13-2-0 20-0-0 30-7-7 40-0-0 6-11-0 6-3-0 6-10-0 10-7-7 9-4-9 Plate Offsets e , LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.90 Vert(LL) 0.51 14 >926 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.94 Vert(TL) -0.89 11-13 >531 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.35 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No. 1D 'ExceptTOP CHORD Sheathed. 6- 7 2 X 4 SYP No.2D, 7-10 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-7-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* WEBS 1 Row at midpt 4-14, 5-13, 7.13 2- 15 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS ( lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2 = 223(load case 4) Max Uplift 2 = -983(load case 4), 9=-983(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-6791, 3-4=-6695, 4-5=-3133, 5-6=-2353, 6-7==-2353, 7-8=-3439, 8.9=-3734, 9- 10= 14 BOT CHORD 2-15=6270, 14-15=4382, 13-14=2879, 12-13=2814, 11-12=2814, 9-11 =3414 WEBS 3-15=43, 4-15=2970, 4-14=-1871, 5-14=481, 5-13=-921, 6-13=1322, 7-13=-851, 7-11 =612, 8- 11 =-383 NOTES ( 6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer ••..••••. /, should verify capacity of bearing surface. P IF/C`*.', GL4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 983 lb uplift at joint 2 and 01.1983 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. I'l., Pembroke Pines, FL 33331. ;• No. 4 J1&1 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. O ' s SPATE OF 9 LOAD CASE(S) Standard March 22,2002 AWARMNO - VerVy design pararnetars and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid foi use only with Mifek connectors. This design is based only upon potomelets shown, and is fat an Individual building component to be Installed and loaded vedicaBy. Applicability of design patometets and ptopw Incotpatatl:-n of component is tesponsibllity of building designer - not Ivss designet. Btacing shown is tot loteiol support of Individual web member only. Additional temporory bracing to Insure stability duting constiuction is the tesponslblilty of the etectot. Addtllonat permonent bracing of the overall shuctute is tho responslblilty of the bulldtng designee. Fot general guidance tegatding fobeloatlon, quality conhol. storage, delivery. etectlon and btocing, consult Q$7.88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 M iTek® HandlingInstalllnqandBracingRecomnmwWatloavailablehornLugRateInstitute, 593 D'Unottlo Delve. Madison, Wl53719. symbals mumb hg sysftm Ggnerd savew Haas PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t % * Center plate on joint unless Damage Or Personal Injury 1711 dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 70 2, Cut members to bear tightly against each other. cc3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate i U , Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of a o_ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices 14 cac,J c6 o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the Mriek/ Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oe" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® T~ PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 1. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. f 1993 Mitek Holdings, Inc. FORM018. 019 HMPO,AFR Job I suss truss type Qty P y 13041478 DR1732D A11 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 7-.2DT----S1A-f—sj kug ol mi rek Industries, Inc. Fri Mar age 1-0-p 5-9-14 11-0-0 17-0-0 1 2a-0-0 _ 29-0-0 34-2-2 40-0-0 4a-0-0 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 - 1:71. 5x6 - 5x6 = 5x6 = 3x4 = 4 5 6 7 5.00 FTY 2x4 2x4 3 8 2 9 To- d1 3x8 = 15 14 13 12 11 3x8 = 4x6 - 3x4 = 3x6 = 3x8 - 3x8 = 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 -4 , e - - e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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 0.85 Vert(TL) -0.64 11-13 >740 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 4-6-9 oc bracing: 9-11. REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951/0-8-0 Max Horz 2=-134(load case 5) Max Uplift2=-1082(load case 4), 9=-930(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7= -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 (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1082 lb uplift at joint 2 and 930 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. t LJuQ9t 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. C LOAD CASE(S) Standard j :'•G ; " No. 4.5161bb i 4 0 4TATE OF s NAL . March 22,2002 e&WARMNO - Varyy design panartuters and READ NOTES ON THIS AND REVERIE SIDE BEFORE USE. 0 Design valid for use only with Mffek connectors. This design is based only upon pafamet-sn shown, and is lot an individual building component to be Installed and loaded vettlaalty. Applicability of design potameters and proper Incotporatkm of component b responslblilty of building designer - not truss designee. Bracing shown is lot lateral support of Individual web member only. Additional lempofory bfocdng to Insure stability clueing construction is the responsiblIlty of the erects. Additional permanent btbcing of the ovetall sttuclute is the responslbillty of the building designee. Fot general guidance regaeding fabtlaatlan, quality conhol, stotage, cleovery, efectbn and bfacing, consult OST-88 Quality Standard, DSI.89 Bracing Specification. and HIB-91 Handling Instolllnp and Bracing Recommendation available team Teuss Plate institute, SS3 D'Onoff o Delve, Madison, WI63719. M iTek® 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. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each u Q other, o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate k ,, ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP 4 length(+ 6" from 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 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, 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. Uip 14. Do not cut or alter truss member or plate without prior approval of a professional - MiTeke engineer. 15. Care should be exercised In handling, y TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. LIP FORM016,019 m No -watt ® My0R01 R o1 buss truss type P y 13041479 DR1732D A13 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201s ug1001 All I ek In(]--strie—s—,Fn—c—FT9a—r age j-0-p 6-9-14 13-0-0 17-8-0 22-4-0 27-0-0 33-2-2 40-0-0 41-0-0 r- 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 = 1:71.3 5x6 = 3x4 = 3x4 = 5x6 = 4 5 6 7 5.00 F1F 3x4 i 3x4 3 8 2 9 10ZH:; t d 3x8 = 17 16 15 14 13 12 11 3x8 = 2x4 II 3x6 - 3x4 - 3x8 - 2x4 II 3x8 = 3x6 = 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 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) 0.35 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.52 14-16 >910 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2=-154(load case 5) Max Uplift2 = -1 065(load case 4), 9=-896(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-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 (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1065 lb uplift at joint 2 and p 896 lb uplift at joint 9. `DiE C7l 05) This truss has been designed with ANSI/TPI 1-1995 criteria. , .........,_••/_ 6) Truss Engineer: Junaidie Budiman, PEl/45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. lF/ 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. I" LOAD CASES) Standard * No. 44.5161 STATE OF r ct . A iORIO.f' L March 22,2002 WARNINO - VerVy design parameter* and READ NOTES ON TB7S AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and If for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incoipotatkan 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 tesponsibllity of the erector. Additional permanent bibcing of the overall structure Is the, responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult OST-48 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installina and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, W 153719. M iTek® HumbeThg sysftm AMenerd savew Haas 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 u a other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 - a joint and embed fully. Avoid knots and wane plates/a" from outside edge of o_ a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords licesP 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 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 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 - engineer. M iTek® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. ILI 1993 Mitek Holdings, Inc. 4:::d CLIP FORMO16,010 HYDRO -AIR Job I nuss I russ I ype QtY y 13041480 DR1732D A15 ROOF TRUSS 1 1 optional) MiTek Industries, nc. 4.201 Mi Fek Industries, Inc. Fri Mar age 1-0-p 7-9-14 15-0-0 20-0-0 25-0-0 32-2-2 40-0-0 4a-O;O 1-0-0 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1-0-0 Scale = 1:71. 5x6 = 5.00 FrE :Ix4 = 5x6 = 4 5 6 5x6 tz 5x8 3 7 2 8 9 0' a 3x8 = 13 12 11 10 3x8 = 2x4 II 5x8 = 5x8 = 2x4 II 7-9-14 15-0-0 25.0-0 32-2-2 40-0-0 7-9-14 7-2-2 10-0-0 7-2-2 7-9-14 Plate Offsets -4 , 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.65 11-12 >725 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No. 1D 'ExceptTOP CHORD Sheathed. 4- 6 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-0 oc bracing. BOT CHORD 2 X 4 SYP No.20 WEBS 2 X 4 SYP No.3 REACTIONS ( Ib/size) 2 =1951 /0-8-0, 8 =1951 /0-8-0 Max Horz 2=-174(load case 5) Max Uplift2=-1045(load case 4), 8=-925(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=-3712, 8-9=14 BOT CHORD 2-13=3399, 12-13=3395, 11-12=2849, 10-11 =3395, 8-10=:;399 WEBS 3-13=147, 3-12=-767, 4-12=677, 5-12=-231, 5-11 =-231, 6-11 =677, 7-11 =-767, 7-10=147 NOTES ( 6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1045 lb uplift at joint 2 and 925 lb uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. `9iI 13 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard I" No. 4.5161 CC STATE OF 0 R 10' AL March 22,2002 WARNING - VerjJy design parameter and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mllek connectors. this design is based only upon parameters shown, and is for an individual building component to be Installed and loaded verticolty. Applicability at design parameters and proper Incorporatl3n of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure is the, iesponslblilty of the building designer. For general guidance regarding tabrlcotlon, quality control, storage, dellvery, erection and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTe k® HandlingInstalllnqandBracingRecommendallanavailablehornTrussPlateInstitute, 583 D'Onofrlo Drlve, Madison, W153719. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property B J2 J3 J4 TOP CHORDS owner and all other interested parties., u c 2. Cut members to bear tightly against each other. a:3. WEBS JS 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/e" from outside edge of U a O at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP I/4ceC, 06 o at panel length(6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt JB J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM01 B4O19 est'Ll'o ffMRO,A/R T.. PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and Installation of trusses. 1993 Mitek Holdings, Inc. Job"Truss truss Type ty y 13041481 DR1732D A17 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SR1 s ug 20 2001 mi'rekIndustries, Inc. Fri Mar age 1-0-p 6-1-3 11-6-10 17-0-0 23-0-0 28-5-6 33-10-13 40-0-0 4a-0-0 1-0-0 6-1-3 5-5-6 5-5-6 6.0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:71.4 5x6 = 5x8 - 5.00 FTT 5 6 3x4 i 3x4 4 7 5x6 i 5x8 3 8 2 9 1 d1 d 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x8 = 3x8 = 3x4 = 3x8 = 3x4 = 8-9-14 17-0-0 23.0-0 31-2-2 40-0-0 8-9-14 8-2-2 6-0-0 8-2-2 8-9-14 ate Offsets 2, - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.29 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 VertITL -0.51 11-13 >921 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 208 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-4 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 Horz 2 = 194(load case 4) Max Uplift2 = -1 023(load case 4), 9=-951(load case 5) FORCES (Ib) - 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 (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 2 and uplift at joint 9. g `9i br f 951 lbtruss51Thistruss has been designed with ANSI/TPI 1.1995 criteria. L7LJ 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. P IFIC'•;. LOAD CASE(S) Standard No. 45161 Or y 0 : STATE OF ° R IO.±'.. S%.O JVAL March 22,2002 WARMNO - VorVy design paranseters and READ NOTES ON TMS AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. AppRcabBBy of design parameters and proper Incotporatlm of component Is tesponslblBfy 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 tesponsibliity 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 CST•a$ Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drive. Madison, WI53719. M iTe k® mumb hg sy0em A CGgne al sa w Hafts 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 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 ca a other. O WEBS . J5 a: 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 1/8" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords laces Pat I /4 length(* 6" from c, C. 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 Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL T~ erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM019, O1V P"RO,A/R® Job I Fuss truss type Qty Ply 13041482 DR1732D A19 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 --STFf—s--j kug 20 2001 Mi Falk Industries, Inc. Fri Mar age j-0-p 6-9-3 12-10-10 19-0-0 21-0-0, 27-1-6 33-2-13 40-0-0 41-0-0 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 1:71.3 5x8 :- 5x8 = 5 6 5.00 FrT 3x4 3x4 4 7 5x8 i Sx6 3 8 2 9 1 706d 3x8 = 15 14 13 12 11 3x8 = 5x8 = 5x6 == 3x4 - 3x4 - 3x8 = 9-9-14 19-0-0 ,21-0-0 30-2-2 40-0-0 9-9-14 9-2-2 2.0-0 9-2-2 9-9-14 Plate Offsets[15:0-1-12,0-3-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.37 14-15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-15 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951/0-8-0 Max Harz 2 = 214(load case 4) Max Uplift2 = -999(load case 4), 9=-975(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3.4=-3579, 4-5=-2575, 5-6=-2304, 6-7==-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-15 = 3523, 14-15 = 2946, 13-14 = 2304, 12-13 = 2946, 1 1-12 = 2946, 9-11 = 3523 WEBS 3-15=-408, 4-15=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 999 lb uplift at joint 2 and 975 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 1f33331. 1 / 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard/ l.' t No. 4 5161 i Y eon STATE OF 1 QYd71. March 22,2002 WARNINO - VerVy design parameters and READ NOTES ON THIS AND REYF=3E SIDE BEFORE USE. 0 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for on individual building component to be Installed and boded vertically. Applicability of design parameters and proper 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, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 Handling Installlno and Bracing Recommendation available from Truss Plate Institute, 583 D'Crnottb Drive, Madison, WI63719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate on joint unless Damage or Personal Injury 1771 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. o WEBS JS Q 3, Place plates on each face of truss at each For 4 x 2 orientation, locate 0 Q joint and embed fully. Avoid knots and wane plates I/a" from outside edge of o_ a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices 4 length(* 6" from C, 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 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, 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 MiTeko engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016, 01V ANO-NAW OIL rioErvaia® o russ truss type Oty P y 13041483 DR1732D A2 ROOF TRUSS 2 1 optional) ACCU-SPAN-T TONGWOOD, FL, MiTekindustries, Inc. s ug 20 2001 MiTekIndustries, Inc. Fri Mar age I-0-p 7-2-8 13-9-0 20-0-0 21-6-9 27-5-6 33-4-13 40-0-0 4a-0-0 1-0-0 7-2-8 6-6-8 6-3-0 1-6-0 5-11-6 5-11-6 6-7-3 1-0-0 Scale - 1:71. 5x8 = 5 3x4 II 5.00 Fff 6 3x4 3 x4 4 7 5x6 5x8 3 17 16 6x8 = 8 8x s- 6x6 -: 2 9 1 19 10 d 5x12 - d 3x6 = 18 14 13 12 11 3x6 = 2.50 FT7- 2x4 II 2x4 II 5x8 - 2x4 II 13-4 0 8.2.0 6-11-0 13-9-0 19-0-0 , 21-6-0 27-5-6 33-4-13 40-0-0 r 6-11-0 6-10-0 5-3-0 2-6-0 5-11-6 5-11-6 6-7-3 ate Offsets -1 , 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) 0.16 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.20 2-19 >999 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.04 16 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 237 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4-16 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=687/0-8-0, 16 = 2437/0-4-0, 9=821/0-8-0 Max Horz 2 = 223(load case 4) Max Uplift 2 = -415(load case 4), 16=-1061(load case 4), 9=-6450oad case 5) Max Grav 2=693(load case 6), 16=2437(load case 1), 9=986(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 24, 2-3=-1483, 3-4 = 29, 4-5 =1883, 5.6 = 964, 6.7 = 882, 7-8 =-487, 8-9 = -1226, 9-10 = 29 BOT CHORD 2-19=1308, 18-19=-22, 16-17=-122, 15-16=-1059, 13-15=102, 6-15=-104, 13-14=0, 12-13=3, 1 1-12 = 1035, 9.1 1 = 1040 WEBS 3.19=-364, 5-16=-2080, 12-15=474, 7-15=-1114, 7-12=131, 8-12=-738, 8-11 =151, 5-15=574, 17-18=53, 4-17=428, 3-17=-1298, 17-19=1517, 4-16=-1548 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer ` Dt should verify capacity of bearing surface. l 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 2, 1061 lb uplift at joint 16 and 645 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE1l45161. Address: 16472 Segovia Cir. I'l., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. No. 4 5161 LOAD CASE(S) Standard STATE OF r< iI 4410 L v March 22,2002 WARMNO - Verify design pasarnsters and READ MOTES ON THM AND REVERIE SIDE BEFORE USE. Design valid for use only with Mifek connectofs. This design Is based only upon paiameteen shown, and Is for an Individual building component to be Installed and loaded veftlaolly. AppltcobBlty of design parameters and proper Incofporatkm of component Is fesponsibllffy of building designer - not truss designer. Bracing shown b lot lotefal support of Individual web membefs only. Additional temporary biocing to Insufe stability during conshuctlan b the fesponsibillty of the erectof. Additional permanent bracing of the ovefa8 structure b the fesponslblilty of the building designer. For general guidance regofding fabllcatlan, quality control, storage, delivery, eiectlon and txocing, consult CST-8B Quality Standard, DSB-89 Bracing Spsclficatlon, and NIB-91 Handling Installing and Bracing Rocommendallon available hom Tfuss Plate Institute, 583 D'Cmofrlo Drtve, Madison, WI53719. M iTek® symbds PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE mumbwhg syytern J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N Indicates location of joints at which bearings (supports) occur. MiTeke MYDRO,A/R Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. Generai practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and Installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job I Puss truss type ty y OR1732D A7 ROOF TRUSS 1 2 13041484 optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 mi rek Industries, Inc. Fri Mar age 1-0-p 3-9-14 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 36-2-2 40-0-0 41-0-0 1-0-0 3-9-14 3-2-2 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 3-2-2 3-9-14 1-0-0 Scale - 1:71.3 907.5 MII16 - 9x17.5 MII18 = 5' 00 FiT 4x6 = 7x8 = 4x8 = 2x4 11 4 19 20 5 21 22 23 24 25 726 27 28 8 29 30 9 2x4 2x4 3 10 2 11 1 d1 d 3x8 = 18 31 32 17 33 34 356 36 37 158 39 40 14 41 42 13 3x8 = 3x4 = 5x6 - 3x8 - 2x4 II 6x10 = 3x4 = 7- 0-0 12-3-7 17-5-2 22-13-14 27-8-9 33-0-0 40-0-0 7- 0-0 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 7-0-0 Plate Offsets -1- -1 -1- e , LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 1.22 15-16 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -1.01 15-16 >467 MII16 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.30 11 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 440 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-6-4 oc purlins. 4- 6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. BOT CHORD 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=3970/0-8-0, 11=3970/0-8-0 Max Horz 2=-92(Ioad case 5) Max Uplift 2 = -3822(load case 4), 11=-3710(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8611, 3-4=-8850, 4-19=-12015, 19-20=-1201E•, 5-20=-12018, 5-21=-13878, 21-22=-13878, 22-23=-13878, 6-23=-13878, 6-24=-13878, 24-25=-13878, 7-25=-13878, 7-26=-12060, 26-27=-12060, 27.28=-12060, 8-28=-12060, 8-29=-12063, 29-30=-12061, 9-30 = -12059, 9-10=-8844, 10-11=-8612, 11-12=29 BOT CHORD 2- 18 = 7724, 18-31 = 8229, 31-32 = 8229, 17-32 = 8229, 17- 33=12016, 33-34 = 12016, 34-35 = 12016, 16-35=12016, 16-36=13795, 36-37 = 13795, 15-37 = 13795, 15-38=13795, 38-39=13795, 39-40 = 13795, 14-40 = 13795, 14-41 =8221, 41-42=8221, 13-L'2=8221, 11-13=7726 WEBS 3-18=520, 4- 18=589, 4-17=4324, 5-17=-1875, 5-16=2134, 6-16=-852, 7-16=95, 7-15= 201, 7-14=-1988, 8-14=-911, 9.14=4384, 9-13=586, 10-13=508 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof' zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/AIJS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The `Di 13 lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. ................ •. 4) All M1120 indicated. plates are plates unless otherwise 5) Provide • : mechanical connection (by others) of truss to bearing plate capable of withstanding 3822 lb uplift at joint2and3710lbuplift at joint 1 1. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. No. 45161 7) 2-ply truss to be connected together with 1Od Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. b Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 0 '. Sl'ATF OF ° Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. J OR10,A.` aL March 22,2002 Continued on ae2171WARMNO - VarM daaign pamsnatara and READ NOTES OFT THIS AATD REVERPIE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon patameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability at design parameters and proper Incorporatkn of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Addltlonol lemporaty bracing to Insure stabBlty 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, consull OST•BB Quality Standard, DSB-Bo Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Cnofdo Drive. Madison, WI53719. M iTek® Jeenwd safty Haft's PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each 17-1 other. o WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - a w ; '' ; joint and embed fully. Avoid knots and wane plates/s" from outside edge of o_ a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices length(+ 6" from C, at 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 formal refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead 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. M! Tek® 15. Care should be exercised in handling, OM PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP e: dHYDRO,AZR® fORMO1B4O19 I o fuss russ ype ty P DR1732D A7 ROOF TRUSS 1 2 13041484 optional) I e n ustrles, nc. s ug i e Industries,Inc. Fri Mar age NOTES (9) 8) Special hanger(s) or connection(s) required to support concentrated load(s) 1 59.51b down and 305.1lb up at 7-0-0, 159.51b down and 305.1lb up at 9-0-12, 159.51b down and 305.11b up at 11-0-12, 159.51b down and 305.11b up at 13-0-12, 159.51b down and 305.11b up at 15-0-12, 159.51b down and 305.11b up at 17-0-12, 159.51b down and 305.11b up at 19-0-12, 159.51b down and 305.11b up at 20-11-4, 159.51b down and 305.11b up at 22-11-4, 159.51b down and 305.11b up at 24-11-4, 159.51b down and 305.11b up at 26-11-4, 159.51b down and 305.11b up at 28-11-4, and 159.51b down and 305.11b up at 30-11-4, and 159.51b down and 305.11b up at 33-0-0 on top chord, and 625.11b down and 577.61b up at 7-0-0, 46.01b down at 9-0-12, 46.01b down at 11-0-12, 46.O1b down at 13-0-12, 46.01b down at 15-0.12, 46.0Ib down at 17-0-12, 46.Olb down at 19-0-12, 46.01b down at 20-11-4, 46.01b down at 22-11-4, 46.01b down at 24-11-4, 46.01b down at 26-11-4, 46.01b down at 28-11-4, and 46.01b down at 30-11-4, and 625.11b down and 577.61b up at 32-11-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 9) Truss Engineer: Junaidie Budiman, PEJ145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-9=-74.0, 9-12=-74.0, 2-11 =-20.0 Concentrated Loads (lb) Vert: 4=-159.5 9=-159.5 18=-625.1 13=-625.1 19=-159.5 20=-159.5 21=-159.5 22=-159.5 23=-159.5 24=-159.5 25=-159.5 26=-159.5 27=-159.5 28=-159.5 29=-159.5 30=-159.5 31=-4E;.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37=-46.0 38=-46.0 39=-46.0 40=-46.0 41 =-46.0 42=-46.0 E a No. 4.5161 STATE OF Fss`'oRIoa' oNa. March 22,2002 A WARNING - Verify design parnsneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon patamete•fs shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incotpotafbn of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the oveiall structure Is the responsibility of the building designer. For general guidance regarding fabrication, qualify control, dotage, delivery, erection and bracing, consult OST•118 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installina and Bracing Recommondaflon available from Truss Plate Institute, 583 D'Onoftb Drive, Madison, WI53719. M iTek® symbds NumbeThg sysftm 19\0(sn rd sa w [facts PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c: 73 other. O WEBS JS Q 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 1/8" from outside edge of o_ a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at A length(+ 6" fromceC, 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 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. OD 15. Care should be exercised In handling, PANEL T~ erection and installation of trusses, 1993 Mitek Holdings, Inc. SLIP FORM016,019 Oho-waL ® HMPO,AIIR 0 fuss russ Type ty y 130414857DR17U3213A9ROOFTRUSS11 optional) t o n ustrles, nc. s ug f e Industries,Inc. Fri Mar age 1-0-p 4-9-14 9-0-0 14-6-0 20-0-0 25-6-0 31-0-0 35-2-2 40-0-0 4a-0-0 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 = 1:71. 5x6 = 3x4 - :x6 - 3x4 - 5x8 = 5.00 FT7- 4 5 6 7 8 2x4 2x4 3 9 2 10 1 11 3x8 = 17 16 15 14 13 12 3x8 = 3x8 = 4x6 - 3x4 - 3x4 = 4x6 - 3x8 - 9-0-0 16-4-0 23.8-0 31-0-0 40-0-0 9-0-0 7-4-0 7-4-0 7-4-0 9-0-0 Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.52 15 > 907 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 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 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 =1951 /0-8-0, 10 = 1951 /0-8-0 Max Horz 2 = 1 14(load case 4) Max Uplift2=-1096(load case 4), 10=-963(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3.4=-3566, 4-5=-3329, 5-6=-4558, 6-7--4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11=14 SOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1096 lb uplift at joint 2 and 963 lb uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 3prr 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. `D iE i1} 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard No. 4 5161 O rT'ATE OF c s%i 04 WARMNO - VerVy desfgn parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. Design volid for use only with MITek connectors. Thb design Is based only upon parameters shown, and b for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper IncotporaWn of component b responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Becommersdatlon available from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI63719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1114 *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 c3 other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates I/e" from outside edge of o_ a V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices I/ 4 length(* 6" from ca 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. FARTHESTTO 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 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, 4eunlessotherwisenoted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of Joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. M iTek® 15. Care should be exercised In handling, t PANEL TM A6I® erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM01 B4O19 L ® 0"RO,A/R ® Job I Puss truss type ty y 13041486 DR1732D AG1 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi rek Industries, Inc. Fri Mar age 1-0-p 6-11-0 20-0-0 31-6-9 27-5-6 33-4-13 40-0-0 4a-010 1-0-0 6-11-0 13-1-0 1-6-0 5-11-6 5-11-6 6-7-3 1-0-0 Scale 1:71. 5x8 - 5 3x4 II 5.00 riT 6 4x6 4 3x4 7 5x6 3 II 5x6 cc 3 7 18 1 5 8 x12 = 8a10 — 8x8 = 3 II 9 1 2 3 11 10^ 19 0 hi 0 5x8 = b 3x6 :r 18 14 13 12 11 3x6 = 2.50 rT'£ 5x8 - 13-8.0 6-11-0 13-8-0 18-10-0 21-6-0 27-5-6 33-4-13 _ 1 40-0-0 6-11-0 6-9-0 5-2-0 2.8-0 5-11-6 5-11-6 6-7-3 Plate Offsets 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.14 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.17 2-19 >934 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.07 18 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 307 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-5 cc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 685/0-8-0, 18 = 500/0-8-0, 16 = 1809/0-8-0, 9 = 951; 0-8-0 Max Horz 2 = 223(load case 4) Max Uplift2 = -413(load case 4), 18=-427(load case 4), 16=-739(load case 5), 9=-630(load case 5) Max Grav 2=694(load case 6), 18 = 768(Ioad case 6), 16 = 18090cad case 1), 9 = 957(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1472, 3-4=353, 4-5=987, 5-6=96, 6-7=-141,-7-8=-813, 8-9=-1544, 9-10=29 BOT CHORD 2-19=1299, 18-19=-11, 17-18=-439, 4-17=-171, 16-17=-325, 15-16=-380, 13-15=104, 6-15=-127, 13-14=0, 12-13=9, 11-12=1325,9-11=1330 WEBS 3-19=-240, 17-19=1427, 3-17=-1559, 4-16=-512, 5-16=-1571, 5-15=826, 12-15=862, 7-15=-622, 7-12=-127, 8-12=-726, 8-11 =150 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 CC pp 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek `DiG 13 Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 1/'•. 5) Gable studs spaced at 2-0-0 cc.- 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer rj should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint 2, 427 lb No. 4.5161 uplift at joint 18, 739 lb uplift at joint 16 and 630 lb uplift at joint 9. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. 9) Truss Engineer: Junaidie Budiman, PE7145161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. O tSTATE10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. 0 •• VLOADCASE(S) Standard 4. 0 tO AGi' JVaL Ti• March 22,2002 WARWNG - Varyy daaign Farantatarm and READ NOTES ON TB73 AF7D REVERrio 81DE BEFORE USO. Design valid lot use only with MRek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and boded vertk;ally. Applicability of design parameters and proper Incorpototkm of component is responsibility of building deslgnet - not truss designer. Btacing shown is lot Wetal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblilty of the erector. Additional petmonent bracing of the oveiall structure is the iesponslbBlty of the building designer. Fot genetal guidance tegatding labtbatbn, qua0ty control, stotage, dellveiy, etectbn and bracing, consult OST-8e Quality Standard, DSB-89 Bracing Specification, and HIR-91 MiTek® Handling Installing and Bracing Recommendation available nm boTrussPlateInstitute, 583 D•OnoUDOve, Madison, Wl53719. PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions Indicate otherwise. Dimensions are In inches. Apply plates to both sides of truss and securely seat. CrLrE*For 4 x 2 orientation, locate 0 plates iA" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. mamCoevhg) sysftm J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-NallJoint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! a MiTek® MMRO,A/R ZtGenerd s av(Wy Haft's Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at i /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional ' engineer. 15. Care should be exercised In handling, { erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.010 Job Puss truss type Oty P y 13041487 DR1732D AG2 ROOF TRUSS 1 1 optional) Fl—,MiTek Industries, Inc. s ug ol mitekIndustries, Inc. Fri Mar age 1-0-0 6-11-0 15-10-3 20-6-0 21-6-9 1-0-0 6-11-0 8-11-3 4-7-13 1-0-0 Scale 1:40.0 4x8 II 8 3x4 II 5 7 8 ob 3x4 = 8x8 = 2x4 II 4x8 5x8 - 2x4 4 II 3 5'00 rTY 2x4 II x II x I 2 2x4 II 12 5x8 = 1 2x4 II 2x4 II 2x4 11 3x4 = 2.50 1 2x4 II 6-11-0 13-8-0 18-10-0 , 20-6-0 , 6-11-0 6-9-0 5-2-0 1-8-0 Plate Offsets 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.13 2-12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.16 2-12 >986 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.07 11 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 128 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* SOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-10 2 X 6 SYP No.2ND WEBS 1 Row at midpt 10-12, 4-10 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 707/0-8-0, 11 = 912/0-8-0, 9 = 458/0-8-0 Max Horz 2=408(load case 4) Max Uplift 2 = -353(load case 4), 11=-575(load case 4), 9=-331(load case 5) Max Grav 2 = 707(load case 1), 11 =912(load case 1), 9 = 470(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1568, 3-4=-1392, 4-5=40, 5-6=252, 6-7=277, 7-8=33 BOT CHORD 2-12=1388, 11-12=-10, 10-11 =-850, 5-10=-241, 9-10=81, 7-9=-205 WEBS 4-12=-265, 10-12=1510, 4-10=-1337, 6-10=-372, 6-9=-327 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/AIJSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs expos(dd to wind (normal to the face), see MiTek Standard Gable End Detail" ` D1 S! 4) Gable studss spaced at 2-0-0 oc. 1[7 5) Bearing at joints) 2, 11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. I 1FC'*" Q• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 2, 575 lb uplift at joint 11 and 331 lb uplift at joint 9. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. * 1Q, Q j1& 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 0': rTATE OF A 0 R IO0A1'' e 142ssaaL March 22,2002 WARMNO - Verify design parameters and READ NOTES ONTMS AND REVERIRB SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional lemporaty bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibiity of the building designer. For general guidance regarding fabrication, quality contlol, storage, delivery, erection and bracing, consult QST-38 Quality Standard, DSB-89 Bracing SpocNlcatlon, and NIB-91 Handling Instolllna and Bracing Rocommondallon available from Truss Mate Institute, 583 D'Onoftlo Drive, Madison, WI53719. MiTek® symbds Humbeftg SyMem A\Genend sav(Wy Hafts 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 ore 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 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate k, ; ,n ; Q joint and embed fully. Avoid knots and wane plates/B" from outside edge of 0 a y V at joint locations. truss and vertical web. a 0 4. Unless otherwise noted, Locate chord splicesP at length(+ 6" from 0- 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 Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 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, 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. a 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, A ® PANEL . M erection and Installation of trusses. 1993 MRek Holdings, Inc. CLIP FORM016,019G-L HYDRO -AIRS Job Truss Truss Type ty y 13041488 DR1732D BG ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SR1 s Aug I e n ustnes, Inc. Fri Mar age 1-0-0, 5-8-6 10-9-0 15-9-10 21-6-0 z2-60 r- 1-0-0 5-8-6 5-0-10 5-0-10 5-8-6 1-0-0 Scale - 1:39.4 4x6 4 2x4 II 2x4 II 5.00 FTT 2x4 II 2x4 11 3x4 i 3x4 2x4 113 5 2x4 II 2x4 II 0 2x4 II x II x II 0 y 11 6 l 7 b6 3x6 -_ 31 32 33 10 34 35 369 37 38 8 39 40 41 3x6 - 2x4 II 2x4 II 2x4 11 2x4 II 2x4 II 3x6 = 2x4 II 2x4 11 7x8 = 2x4 II 2x4 II 5-8-6 10-9-0 15-9-10 21-6-0 5-8-6 5-0-10 5-0-10 5-8-6 ate Offsets -1 , LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) 0.11 9-10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.17 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.05 6 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/deft = 360 Weight: 139 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-8 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1469/0-8-0, 6=1418/0-2-0 (input: 0-1-8) Max Horz 2 = 133(load case 4) Max Uplift2 = -821 (load case 4), 6=-666(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1.2=34, 2-3=-2700, 3-4=-1875, 4-5=-1875, 5-6=-2769, 6-7==33 BOT CHORD 2-31 = 2407, 31-32 = 2407, 32-33 = 2407, 10-33 = 2407, 10-34 = 2407, 34-35 = 2407, 35-36 = 2407, 9-36 = 2407, 9-37 = 2488, 37-38 = 2488, 8-38 = 2488, 8-39 = 2488, 39-40 = 2488, 40-41 = 2488, 6-41 = 2488 WEBS 3-10=302, 3-9=-817, 4-9=1010, 5-9=-906, 5-8=312 NOTES (9) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" ` DIt B j tD4) Gable studs spaced at 2-0-0 oc. L 5) WARNING: Required bearing size at joint(s) 6 greater than input bearing size. / 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821 lb uplift at joint 2 and Q1.,"" 666 lb uplift at joint 6. J•'Uk z• 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 59.01b down and 28.81b up at 2-0-0, 66.61b t down and 46.51b up at 2-4.15, 66.61b down and 46.51b up at 4-4-15, 66.611) down and 46.51b up at 6-4-15, 66.61b NL J16 down and 46.51b up at 8-4-15, 66.61b down and 46.51b up at 10-4-15, 66.61b down and 46.51b up at 12-4-15, 66.61b down and 46.51b up at 14-4-15, 66.61b down and 46.51b up at 16-4-15, and 66.61b down and 46.51b up at 18-4-15, t . and 59.0Ib down and 28.81b up at 19-6-0 on bottom chord. Design for unspecified connection(s) is delegated to the STATE OF building designer. 9) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. (0A'•.• 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. VS •••...,.,.e.•eL LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 March 22,2002 Continued on page 2 WARMNO - VarVy danign garamataro and READ NOTES ONTHIS AND RE VER,1Z SIDE BEFORE USE. ® Design valid tot use only with MITek connectots. 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 Incorpotafk)n 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 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, consult 057-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Rocommendallon available from Truss Plate Institute, 583 Wonowo 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.. TOP CHORDS 2. Cut members to bear tightly against each c other, JS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate ZC3O - Qj oint and embed full Avoid knots and waney' O plates I/e"from outside edge of a at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chords laces IA PFL_ length(* 6" fromatpanel adjacent joint,) BOTTOM CHORDS This symbol Indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, . 6. Unless expressly noted, this design Is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber Is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chat. 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 slots. Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular 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 purllns 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. N14 Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, a 14. Do not cut or alter truss member or plate without prior approval of a professional - engineer, M! Tek® 15, Care should be exercised in handling, TM I PANEL erection and installation of trusses. 01993 Mitek Holdings, Inc. euP FORM019, 019 MAN* -NAIL ® MYDRO,AIR® Job cuss I ruse I ype Oty P y 13041488 DR1732D BIG ROOF TRUSS 1 1 optional) LONGWOOD, FL, MiTek Industries, Inc. s ug 01 MiTekIndustries, Inc. Fri Mar age LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-74.0, 4-7=-74.0, 2-6=-20.0 Concentrated Loads (Ib) Vert: 31 =-59.0 32=-66.6 33=-66.6 34=-66.6 35=-66.6 36=-66.6 37=-66.6 38=-66.6 39=-66.6 40=-66.6 41 =-59.0 r = No. 4 5161 ,t 0 STATE OF • ct•. A' •• 01VAL March 22,2002 A WARMNO - VerVy design parameters and READ NOTES ON THIS AND RZVZJ iE SIDE BEFORE USE. Design valid tot use only with Mfiek connectors. this design Is based only upon potametors shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotporotk.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 responsdblllty of the erector. Additional permanent bt1scing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality contioL storage, delivery, erection and bracing, consult OST-58 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, $83 D'Onofrlo Drive, Madison. WI53719. M iTek® A\Ge eye S&Wy moots PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injury 171 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. 8 , 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 o ¢ joint and embed fully. Avoid knots and wane plates/a" from outside edge of o d X4. at joint locations. truss and vertical web. a o Unless otherwise noted, locate chordsplices at / 4 length(+ 6" from 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 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 M iTek® engineer. 15. Care should be exercised in handling, ` TM PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. FLIP FORM0I8, 019 M RD- AIR o russ russ ype y ON 13041489 DR1732D CG ROOF TRUSS Zu. 1 optional) r e Industries,Inc. I e Industries, Inc. Fri Mar age 1-0-0 6-11-0 13-10-0 14-10-0 1-0-0 6-11-0 6-11-0 1-0-0 Scale - 1:27.1 4x6 = I 2x4 II 2x4 II 5.00 r1 F E. 2 2x4 II 5x6 = 2x4 II 4 al 5 2.50 r1Y 3x4 3x4 = 6-1 1-0 13-10-0 6-1 1-0 6-1 1-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.07 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.13 2-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.07 4 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 52 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 722/0-8-0, 4 = 722/0-8-0 Max Harz 2=-90(load case 5) Max Uplift2 = -391 (load case 4), 4=-391(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1389, 3.4=-1389, 4-5=12 BOT CHORD 2-6 = 1293, 4-6 = 1293 WEBS 3-6=659 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. ` p 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 2 and p 13 391 lb uplift at joint 4. / 7) This truss has been designed with ANSI/TPI 1-1995 criteria. , Q IFlo8) Truss Engineer: Junaidie Budiman, PErY45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. No. 4 5161 LOAD CASE(S) Standard 0 ; SPATE OF r V aL R q*00 , L• A WARNING - VerVy deaf yn paramatarsr and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid tot use only with MITek Connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incoiporatkm 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 tesponslblllly of the erector. Additional permanent bibcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult OST-88 Quality Standard, DSB•80 Bracing Spoclflaation, and HIR-91 Handling Installing and Bracing Rod commenaflonovoltable from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI53719. MiTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each a ca other. WEBSNJ5Q3. Place plates on each face of truss at each iFor4x2orientation, locate w ; , ¢joint 0 and embed fully. Avoid knots and wane plates 1/8" from outside edge of a _ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices iAat panel length(+ 6" from adjacent joint.) C, 0 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 LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension Is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing, ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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 engineer, MiTek® 15. Care should be exercised in handling, TM PAN El erection and Installation of trusses, 1993 Mitek Holdings, Inc. FORM018,010 L® f"ROmAIN® Joo6—r' 'Truss Truss type ty y 13041490 DR1732D J ROOF TRUSS 14 1 optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 ries, Inc. Fri Mar age 1-0-0 7-0-0 1-0-0 7-0-0 3 Scale = 1:16.7 5.00 riT 2 4 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.24 1-2 >69 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 234/Mechanical, 2=424/0-8-0, 4 = 66/Mechanical Max Horz 2=221(load case 5) Max Uplift 3 = -250(load case 5), 2=-168(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 3 and 168 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE1/45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICL,TED. LOAD CASE(S) Standard XQ 8U0 J ; i FV11 No. 4 5161 ,t p'. STATE OF 5 0• L pe March 22,2002 WARNING - Verify design panimileters 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 IncorpoiaWn of component is responsibility of building designer - not truss Eldesigner. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the. responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 5a3 D'Onofrlo Drive, Madison, WI53719. M iTe k® AsGenerd savew Hafts PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 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.. TOP CHORDS 2. Cut members to bear tightly against each u Q other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , QX " ; ' ; joint and embed fully. Avoid knots and wane plates I/s" from outside edge of o_ at joint locations. truss and vertical web. 0 a o 4. Unless otherwise noted, locate chordsplices 4 length(" 6"from FL_ Ca C, at panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots In Jt J6 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension Is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. In all respects, equal to or better than the dimension Is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, If no ceiling Is Installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional - engineer. M! Tek® 15. Care should be exercised in handling, a TM PANEL erection and installation of trusses. 01993 Mitek Holdings, Inc. CLIP FORM016, 010- MyDRQ.AlR 0 1 4 y fuss russ Type City y ON 13041491ZDR32DJ2MONOTRUSS91 o tionap r e Industries,Inc. s ug I e n ustnes, Inc. Fri Mar age 1-0-0 2-0-0 1-0-0 2-0-0 2x4 11 Scale 1:7. 3 5.00 jT2 2 e2x41 4 2x4 II 2-0-0 2-D-D ate sets -1- LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS llb/size) 2=166/0-1-8, 4=87/0-1-8 Max Horz 2=90(load case 4) Max Uplift 2 = - 1 08(load case 4), 4=-61(load case 4) FORCES (lb) - First Load Case Only TOPCHORD 1-2=14, 2-3=-0, 3-4=-68 BOT CHORD 2-4=0 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) .2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 2 and 61 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEN45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. •`9,F— 113 LOAD CASE(S) Standard ,\,`i4+,(,P rC'4v'°• '/ Ij No. 4 5161 STATE 0RtOA+`'Z ANAL March 22,2002 A WARMNO - Ver(fy design pasasneters and READ NOTES oN TIIIS AND REVERR3E 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 ncotporatk)n of component b responslblBfy of building designer - not huss designet. Bracing shown If for Wefol support of Individual web members only. Additional temporary bracing to nsuie stability cluing construction b the testy of the ector. Additional permanent bi1lecing of he rall y of the building ner. For general guidance llStandard. IfobrloOtlon,t tand qualitycontrol. storage, delivery, erection beaclri9, consult OST--88 Quality DSB•89 Bracing Specification, and H 8 91 tegaoidngk HandlingInstallingandBracingRecommendationavailablehornTrussPlateinstitute. 583 D'Onofrlo DrNe. Madison, WI53719. M ITe Symao0s PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in Inches. -Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates IA" from outside edge of truss and vertical web, This symbol indicates the Z required direction of slots in connector plates, For tabular plating formal refer to the MITok/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE a The first dimension Is the width 4 X 4 perpendicular to slots, Second dimension Is the length parallel to slots. LATERAL BRACING Indicates location of required 0010 continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 G x 0 x U a 0 Nun b rinc• System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N a! 0 MiT®ke 4\Geneva0 Safety Hotels Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 7M PANEL CLIP HYDRO -AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling Is Installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 18. Care should be exercised in handling, a erection and Installation of trusses, 01993 Mltek Holdings, Inc. puss suss ype ty y ON 13041492CDR732DKROOFTRUSS41 optional) d e Industries,Inc. s ug r rek Industries, nc. Fri mar age 1-0-0 5-0-0 1-0-0 5-0-0 3 Scale 1:13. 5.00 jT£ 2 1 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.08 1-2 >210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 155/Mechanical, 2 = 335/0-8-0, 4 =46/Mechanical Max Horz 2 = 161(load case 5) Max Uplift3=-174(load case 5), 2=-152(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 152 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PErY45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 10EBcD/ No. 4 5161 bb V w 4C STATE OF •.` r4 s ania% March 22,2002 AWARMNO - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE HEFORZ 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 responslblltly of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the. responsibility of the building designer. For general guidance regarding fabrication, quality confect, storage, delivery. election and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate institute, 593 D'Onofrio Drive, Madison, W153719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property B J2 J3 J4 TOP CHORDS owner and all other interested parties.. a c 2. Cut members to bear tightly against each other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i v 3, O joint and embed fully. Avoid knots and wane at joint locations, plates/a" from outside edge of a truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP I14c° C, c6 o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in A J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required Ite continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised In handling, • erection and installation of trusses. 1993 Mitek Holdings, Inc. o ` suss I russ I ype Ply 13041493 DR1732D L ROOF TRUSS 4 1 optional) MiTek Industries, Inc. 4.201s ug1001 Mi Fek Industries, Inc. Fri Mar age 1-0-0 3-0-0 1-0-0 3-0-0 3 Scale 1:8. 5.00 f1 T 2 1 4 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 69/Mechanical, 2=253/0-8-0, 4 = 26/Mechanical Max Horz 2 = 101(load case 5) Max Uplift 3 = -97(load case 5), 2=-144(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 3 and 144 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEN45161 . Address: 16472 Segovia Cir. IJ., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard No. 4 5161 4C STATE OF r s`' R O JAL March 22,2002 WARNING - VerVy design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is lot on individual building component to be Installed and loaded vertically. Applloablltty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB•89 Bracing Specttkatlon, and HIB-91 Handling Instaillna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W15371 V. M iTek® mumb hg sysftm ZtGa sTa0 SWWY mofts PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 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 each7c c other. o WEBS J5 cc3. Place plates on each face of truss at each For 4 x 2 orientation, locate i G , ; ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at /4 length(* 6" fromFLcac6panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 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 anon -structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, 4e unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. 6LIP FORM018,019 oANo'wu ® #"RD,AZI® o uss truss type Oty P y 13041494 DR1732D M ROOF TRUSS 8 1 optional) MiTek Industries, Inc. kug 01 Mi Fek Industries, Inc. Fri Mar age 1-0-0 1-0-0 1-0-0 1-0-0 3 Scale 1:5.3 5.00 rr£ 2 4 2x4 - 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 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 SBC/ANS195 Matrix) 1 st LC LL Min I/deft = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2 = 53(Ioad case 4) Max Uplift3=-25(load case 5), 2=-138(load case 4) Max Grav 3 = 31(load case 4), 2 = 177(load case 1), 4 = 9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 28, 2.3 = -37 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 138 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEJ145161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICfJED. LOAD CASE(S) Standard ,D1EE 183/ U / No. 4 5161 ,Mr OC 0 : SPATE OF r ct ..,p S/ 0 R 100A.'r L March 22,2002 WARNING - Verjfy design parameters and READ NOTES ON THIS AND REVERE SIDE BEFORE USE. 0 Design valid for use only with MITek connectors. This design Is based only upon patometars shown. and Is lot an Individual bullding component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent btbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-rib Quality Standard, DSB-89 Bracing Specification. and HIB-91 M iTe k® Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrb Drive, Madison, WI 53710. sy[ bds PLATE LOCATION AND ORIENTATION is/, *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. This symbol Indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension Is the length parallel to slots. BOCA 86-93, 85-75.91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 000 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, Lip PA! a WWI FORM016.019 A&'® MMRO,A/R Benerd SatWy Haft's Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1A panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purllns provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft, spacing, or less, If no ceiling Is Installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and Installation of trusses. 1993 Mitek Holdings, Inc. o . fuss I russ I ype Oty Ply 13041495 DR1732D S ROOF TRUSS 2 1 optional) MiTek Industries, Inc. s ug2-0-rM1 MiTek Industries, Inc. Fri Mar age 1-5-0 5-3-5 9-10-13 1-5-0 5-3-5 4-7-8 Scale = 1:18.9 4 9 3.54 3x4 3 2 Li I 10 11 7 12 6 5 2x4 II 3x4 = 2x4 - 5-3-5 9-10-13 5-3-5 4-7-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5.11-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4 = 189/Mechanical, 2=635/0-11-5, 5 = 398/Mechanical Max Harz 2 = 218(load case 2) Max Uplift4 = -243(load case 3), 2=-536(load case 2), 5=-354(loatl case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-8=-1100, 3.8=-1003, 3-9=-88, 4-9=44 BOT CHORD 2-10 = 1002, 10-1 1 =1002, 7-11 =1002, 7-12 = 1002, 6-12 = 1002, 5-6 =0 WEBS 3-7=187, 3-6=-1070 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/AVS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches e:(ist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 4, 536 lb uplift at joint 2 and 354 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 1510lb up at 4-3.11, and 161.71b down and 395.31b up at 7-1-10 on top chord, and 21.61b up at 1-5-12, and 12.1lb down at 4-3-11, and 52.1lb down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) Truss Engineer: Junaidie Budiman, PE/t45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. ` Dtk 13/ LOADCASE(S) Standard ' `P I Rf• 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 y Uniform Loads (plf) fj Vert: 1.4=-74.0, 2-5=-20.0 * Concentrated Loads (lb) No. 4 5161 Vert: 8=10.1 9=-161.7 10=21.6 11 =-12.1 12=-52.1 .; yk :A.0ct0'; STATE OF JOR10A' OVAL WARMNO - Var(/y daatgn parantatara and READ NOTES ON TILTS AND REdER 0 SIDE BEFORE USE. Deskjn valid lot use only with Mifek 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 Incorpofolirm 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 btbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendatlon available from Truss Rate Institute, $83 D'Onoftlo Drive, Madison, Wl53719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 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. 0 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/B" from outside edge of o_ a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at /4 length(+ 6" from 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 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 i e engineer. • 15. Care should be exercised In handling, TM A& Lt'® PANEL erection and Installation of trusses. 1993 Mitek Holdings, Inc. ELIP FORM018, 010 an umwti ® HMP0,41RO oU-- Puss Truss Type Oty Py 13041496 DR1732D S1 MONO TRUSS 2 1 optional) TONGWOOD, FL, t e n ustrles,Inc. s ug 1 t e Industries, Inc. Fri Mar age 1-5-0 2-9-15 1-5-0 2-9-15 2x4 11 Scale 1:7.3 3 3.54 rl T 2 L X 3x6 = 1 5 4 2x4 II 2-9-15 2-9-15 Plate Offsets[2:0-1-12,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.02 1 >999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/deft = 360 Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=258/0-1-8, 4=79/0-1-8 Max Horz 2=91(load case 2) Max Uplift2=-195(load case 2), 4=-45(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-38, 3-4=-64 BOT CHORD 2-5=-0, 4-5=-0 NOTES (7) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord (lead load and 5.0 psf bottom chord dead load, in the gable end root zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/AIVSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches eAst, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 2 and 45 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 21 61b up at 1-5-12 on bottom chord. Design for is t B Qunspecifiedconnections) delegated to the building designer. ( p 7) Truss Engineer: Junaidie Budiman, PEJ145161. Address: 16472 Segovia Cir. K., Pembroke Pines, FL 33331. 8) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. •P(<C'• LOAD CASEIS) Standard '• 1) Regular: Lumber Increase = 1.33, Plate Increase 1.33 N0.4J16X UniformLoads (plf) Vert: 2-4=-20.0, 1-3 =-74.0 Q 11C Concentrated Loads (Ib) •. STATE OF 9 Vert: 5 = 21.6 ( . WAL March 22,2002 A WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVER:iE SIDE BEFORE USE. Design valid lot use only with MRek connectors. This design is based only upon patametois shown, and is lot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and piopet Incorporatkn of component is iesponslbliny of building designer - not puss designer. Bracing shown is dot lotetad support of Individual web members only. Additional lempotary bracing to Insure stability during construction is the responsibillty of the etectof. Additional permanent bracing of the overall structure h the iesponslblilfy of the building cleslgner. Fat general guidance regarding tabrkatlon, quality control, stotage, dellvety, erection and bracing, consult OST-Sit Quality Standard, DSB•89 Bracing Specification, and HIB-91 Hancillno Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Cnottlo Drive, Madison, WI53719. M iTek® PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t,/, * Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c: c other. o WEBSil 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O ,Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of o_ a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords laces length(+ 6" from PC,o at /4 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 TM erection and installation of trusses. 1993 Mitek Holdings, Inc. trLIP FORM018,019 MAN*-n'AuL.® 0"RO,A/R0 1 40-0- 0ED 0 0 I I00 I In U In u,) CG i 14-0-j0 BRG, IN ENTRY 13-10-0 4-8-0 21-6-0 i i I____ ____ _______________ WPFBII Ir: ALL BEARING WALLS TO BE PLACED JL t PLY HGR. hICTIO ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. Id LS 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI WALLS SHOWN ARE TO BE BEARING.. 11 3 PLY HGR. SIGNED APPROVAL: XJ ----- _J JOB NUMBER: DR1732F DATE: 7-5-01 PITCH: , LOAD: SHINGLES CU SPAN CUSTOMER: D.R. HORTON 6' 12" 407-321-14\: BY:T.H JOB NAME: 1732 "F" ELEV. O(L t7 BRG: BLOCK I s C7: L L K 9-4-0 BRG. A9' All' A13 A15 A17 A19 A A i A A A I i A A I q I A , A I A 14 0-0 FL f A2 VOL. CLG, AG1 i BLAB CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 304 CLYDESDALE CIR for which permit 03-00001791 has heretofore been issued on 5/21/03 has been completed according to.plans and specifications filed in the office of the Build* Official prior, to the issuance of said building permit, to wit as complies with all the building, plumbing, electric 1, zonin§ and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL ' Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: ^ FIRE: Finaled 2 , C7C aInspected ZONING: Inspecte UTILITIES: Water Sewer Lines In klas w Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: j Street Drainage ea Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs S ; Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 6 23 03 01-APPLCTN FEE -ELECTRIC 7/03/03 01-APPLCTN FEE -BUILDING 5/21/03 01-APPLCTN FEE -MECHANIC 7/07/03 01-APPLCTN FEE -PLUMBING 5/27/03 02-ENGNG DEVLPMT FEES 5/21/03 01-FIRE IMPACT - RESIDENT 5/21/03 01-LIBRARY IMPACT FEE 5/21/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 304 CLYDESDALE CIR for which permit 03-00001791 has heretofore been issued on 5/21/03 has been completed according to -plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No _ 01-OPEN SPACE 5/21/03 279.61 01-POLICE IMPACT RESID 5/21/03 91.93 01-RADON GAS TAX FEE 5/21/03 11.32 01-ROAD IMPACT FEES 5/21/03 847.00 01-RECOVERY FD/CERT. PGM. 5/21/03 11.32 01-SCHOOL IMPACT FEE 5/21/03 1384.00 WD IMPACT:SINGLE FAMILY 5/21/03 650.00 SD IMPACT:SINGLE FAMILY 5/21/03 1700.00 V`VC I ` ` l n OWNER BUILDING OFFICIAL DATE CERTIFCATE OF OCCUPANCY w/0 REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** LV977 DATE: J; PERMIT #: ADDRESS: / r CONTRACTOR: o 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. Engin ering OFire ql P blic Works Zoning Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE:. PERMIT #: I SJ ADDRESS: CONTRACTOR: PN Q) C () 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. Q ingineering Public Works Utilities Fire OZoning 0 Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) AtL- r/iL>o5 -ro /3r3 5 7A mow Nor S Z-9 Kko 0,-j " 0 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: % 17'LO-3 z PERMIT #: b '-> - I I SJ ADDRESS: CONTRACTOR: k C- o PHONE #: '-AC)) - 8 3 a- y 0 8 N 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 1 Public orks tilitie a ning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Important Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For lnsur&=Campany Use BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, ancUor Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 304 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 7, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Uso a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): N' or ##.#####o NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEMINOLE COUNTY 120289 1 SEMINOLE I FLORIDA B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNGREVISED DATE B8. FLOOD ZONE(S) are AD, use depth of flooding) 1202890045 E 4117195 4117195 X 24.6 B10. Indicate the source of the Base Rood Elevation (BFE) data or base flood depth entered in B9. FIS Profie FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 19138 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Buikfing Diagram Number I (Select the building diagram most similar to the building for which this oertificate 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, ARIAE, AR/Al -AM, ARIAH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is drffererit 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 (inducing basement or enclosure) 4fi. 8 ft(m) o b) Top of next higher floor NIA. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. o d) Attached garage (top of slab) 48. 2 I'L(m) W o e) Lowest elevation of machinery and/or equipment m servicing the building (Describe in a Comments area) 4ii .1 ft(m) E ri o 0Lowest adjacent (finished) grade (LAG) 47.0 k(m) z' o. u g) Highest adjacent (finished) grade (HAG) 48. 2 ft(m) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) Q l SECTION D - SURVEYOR, ENGINEEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTIAST*E-L f.18V) I -A-.A-A ORLANDO FL 32803 SIGNATURE IAWV K- VIWO) r NI if, 919 (40TELEPHONE9 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For fnsuranceCampanyUse: BUILDING STREET ADDRESS (Indudtrg Apt, Unit Sft and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. PoL' Number 304 CLYDESDALE CIRCLE CITY STATE ZIP CODE I Co rpary NAIC Number ISANFORDFL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) b uildrng 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 (WfTHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (inducing basement or enclosure) of the building is _ ft.(m) _tn.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6$ with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3] on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ IL(m) _in.(cxm) 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.i only), and E for Zone A (without a FEMAwissued or community - issued BFE) or Zone AO must sign here. The statements in Sections A B, G and E afe coned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by taw or ordnance to administer the communWs floodplain management ordinance can compete Sections A, B, C (or E), and G of this Elevation Certificate. Compete 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 oertify elevation informafion. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G8. Elevation of as -built lowest floor (inducing basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooring at the building site is: _ _ Nrn) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE - - DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT . OE 'SURVEY DESCRIPTION: (AS FURNISHED) LOT 7, 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 STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). PROPOSED ROSE HILL PHASE II NOT PLATTED PROPOSED PROPOSED LOT 4 I LOT 5 GEC °_SCALE 50. 00' 0 15 30 S89-33-46"E 0~ LOT 7FIX\ s^ q N n MR 6 LOT 8LOTw CD NNN ONE STORY In CONCRETE BLOCK D LP) N RESIDENCE f% FINISH FLOORa Q OELEVATION=48.75 o4 NZ COVERED ENTRY b I J.O' ct 213 5.0 CONCRETE•: DRIVEWAY q WALK IS 10* UTILITY EASEMENT;" p 1.7' OFF"•16.0';; im WALK IS 1.8 OFF NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY I INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 09-3-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 7 AS BEING N89.33'46" W PER PLAT. FIELD DATE:) 5-27-03 REVISED: SCALE: I" a 30 FEET APPROVED BY: WRM ASM40136 OUNDATION/fINAL 9-4-3 CK8 JOB ETES & BOUNDS 04/25/03 SOO DRAWNN BY: LOT PLAN 03-11-03 CKB NI OO N89'17'34"W NII - A . N89'17'34'W 501.18 CENTERLINE OF RIGHT -OF- WAY TRACT A UNNAMED ROADWAY 50' RIGHT OF WAY LEGEND 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 SP) PER PLAT lM) MEASURED FND FOUND C/W CONCRETE WALK S/w SIDEWALK C CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 _ 0 FND NAIL AND DISC LO #6393 (01/26/03) SET 1/2* IRON ROD AND CAPQLO #6393 (01/26/,03) CNA CORNER NOT ACCESSIBLE o DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ' ID IDENTIFICATION POL POINT ON LINE PCC 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 STATUTES. q FOR THE FIRM WILLIAM R. M SCATEllO JR. PSM#4 28 DATE 4: 5/ NM fKUM CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number: I Date: The undersigned hereby applies, Al a permit to install the following electrical: Owner's Name:; /`/b Ton Address of Job: C / 6/c'sft _i`U1' l Ij Electrical Contractor:Aolrz--77uc Residential: Non -Residential; By Signing this application I am stating that I aim in compliance with City of Sanford Electrical Code. Applicant's Signature State License Number